NIOSH Best Practice Guidelines to Control Worker Exposure During Asphalt Pavement Milling
Results of a Pilot Study of Dust Control Technology for Asphalt Milling …€¦ · ·...
Transcript of Results of a Pilot Study of Dust Control Technology for Asphalt Milling …€¦ · ·...
RESULTS OF A PILOT STUDY OF DUST CONTROL TECHNOLOGY FOR ASPHALTMILLING
at
Payne amp Dolan IncUS Route 12 Project Wisconsin
With assistance fromThe National Asphalt Pavement Association Silica Parnership
REPORT WRITTEN BYAlan Echt MPH
Stanley Shulman PhDJay Colinet MS
Gerrit Goodman PhD
REPORT DATEOctober 25 2004
REPORT NOEPHB282-11 b
US DEPARTMENT OF HEALTH AN HUAN SERVICESCenters for Disease Control and Prevention
National mstitute for Occupational Safety and HealthDivision of Applied Research and Technology
Engineering and Physical Hazards Branch4676 Columbia Parkway Mail Stop R-5
Cincinnati Ohio 45226-1998
This Survey Report and any recommendations made herein are for the specific facility evaluated and may not be universally applicable Any recommendations made are not to be considered as final statements of NIOSH policy or of any agency or individual involved Additional NIOSH Survey Reports are available at httpwwwcdcgovnioshsurveyreports
SITES SURVEYED
sic CODE
SURVEY DATE
SURVEY CONDUCTED BY
EMPLOYER REPRESENTATIVE CONTACTED
Payne amp Dogravelan Inc Route 12 Maintenance Project Wisconsin
1611 (Highway and Street Constrction)
October 7-92003
Alan Echt NIOSH DART Staey Shulman NIOSH DART Jay Colinet NIOSR PRL Gerrit Goodman NIOSH PRL
Carl Thiesen Payne amp Dolan Inc
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DISCLAIMER
Mention of company names or products does not constitute endorsement by the Centers for Disease Control and Prevention
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ACKNOWLEDGMENT
The authors than the National Asphalt Pavement Association Silca Parership for their efforts on behalf of ths study and for their assistance in aranging this site visit
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ABSTRACT
A pilot study was performed to evaluate the effectiveness of water spray controls for a cold miling machine The objective of ths study was to quantify the exposure reduction that could be achieved through the use of higher flow water-spray nozzles durng pavement miling The effectiveness of the dust controls examned in ths study was evaluated by measurng the reduction in the respirable dust and resprrable quart exposures in personal and area samples collected durg a typical milling job Use ofthe higher flow nozzles resulted in reductions in respirable dust and respirable quar exposures but the differences were not statistically signficant Durng this study the higher flow nozzles were only installed on the cutter dr and the cutter drm extension
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INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
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pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
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OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
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Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
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observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
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pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
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inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
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in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
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0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
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From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
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REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
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NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
SITES SURVEYED
sic CODE
SURVEY DATE
SURVEY CONDUCTED BY
EMPLOYER REPRESENTATIVE CONTACTED
Payne amp Dogravelan Inc Route 12 Maintenance Project Wisconsin
1611 (Highway and Street Constrction)
October 7-92003
Alan Echt NIOSH DART Staey Shulman NIOSH DART Jay Colinet NIOSR PRL Gerrit Goodman NIOSH PRL
Carl Thiesen Payne amp Dolan Inc
11
DISCLAIMER
Mention of company names or products does not constitute endorsement by the Centers for Disease Control and Prevention
iii
ACKNOWLEDGMENT
The authors than the National Asphalt Pavement Association Silca Parership for their efforts on behalf of ths study and for their assistance in aranging this site visit
iv
ABSTRACT
A pilot study was performed to evaluate the effectiveness of water spray controls for a cold miling machine The objective of ths study was to quantify the exposure reduction that could be achieved through the use of higher flow water-spray nozzles durng pavement miling The effectiveness of the dust controls examned in ths study was evaluated by measurng the reduction in the respirable dust and resprrable quart exposures in personal and area samples collected durg a typical milling job Use ofthe higher flow nozzles resulted in reductions in respirable dust and respirable quar exposures but the differences were not statistically signficant Durng this study the higher flow nozzles were only installed on the cutter dr and the cutter drm extension
v
INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
1
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
DISCLAIMER
Mention of company names or products does not constitute endorsement by the Centers for Disease Control and Prevention
iii
ACKNOWLEDGMENT
The authors than the National Asphalt Pavement Association Silca Parership for their efforts on behalf of ths study and for their assistance in aranging this site visit
iv
ABSTRACT
A pilot study was performed to evaluate the effectiveness of water spray controls for a cold miling machine The objective of ths study was to quantify the exposure reduction that could be achieved through the use of higher flow water-spray nozzles durng pavement miling The effectiveness of the dust controls examned in ths study was evaluated by measurng the reduction in the respirable dust and resprrable quart exposures in personal and area samples collected durg a typical milling job Use ofthe higher flow nozzles resulted in reductions in respirable dust and respirable quar exposures but the differences were not statistically signficant Durng this study the higher flow nozzles were only installed on the cutter dr and the cutter drm extension
v
INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
1
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
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-
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f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
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iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
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O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
ACKNOWLEDGMENT
The authors than the National Asphalt Pavement Association Silca Parership for their efforts on behalf of ths study and for their assistance in aranging this site visit
iv
ABSTRACT
A pilot study was performed to evaluate the effectiveness of water spray controls for a cold miling machine The objective of ths study was to quantify the exposure reduction that could be achieved through the use of higher flow water-spray nozzles durng pavement miling The effectiveness of the dust controls examned in ths study was evaluated by measurng the reduction in the respirable dust and resprrable quart exposures in personal and area samples collected durg a typical milling job Use ofthe higher flow nozzles resulted in reductions in respirable dust and respirable quar exposures but the differences were not statistically signficant Durng this study the higher flow nozzles were only installed on the cutter dr and the cutter drm extension
v
INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
1
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
ABSTRACT
A pilot study was performed to evaluate the effectiveness of water spray controls for a cold miling machine The objective of ths study was to quantify the exposure reduction that could be achieved through the use of higher flow water-spray nozzles durng pavement miling The effectiveness of the dust controls examned in ths study was evaluated by measurng the reduction in the respirable dust and resprrable quart exposures in personal and area samples collected durg a typical milling job Use ofthe higher flow nozzles resulted in reductions in respirable dust and respirable quar exposures but the differences were not statistically signficant Durng this study the higher flow nozzles were only installed on the cutter dr and the cutter drm extension
v
INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
1
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
INTRODUCTION
The National Institute for Occupational Safety and Health (NOSH) is located in the Centers for Disease Control and Prevention (CDe) par of the Deparent of Health and Human Services (DHHS) NIOSH was established in 1970 by the Occupational Safety and Health Act at the same time that the Occupational Safety and Health Adminstration
Labor (DOL) The OSH Act legislation mandated NIOSH to conduct research and education programs separate from the standard-setting and enforcement fuctions conducted by OSHA An important area of NIaSH research deals with methods for controllng occupational exposure to potential chemical and physical hazards
(OSHA) was established in the Deparent of
The Engineering and Physical Hazards Branch (EPHB) of the Division of Applied Research and Technology (DART) has been given the lead within NIOSH to study and develop engineering controls and assess their impact on reducing occupational ilness Since 1976 EPHB (and its predecessor the Engineering Control Technology Branch) has conducted a large number of studies to evaluate engineerig control technology based upon industr process or control technique The objective of each ofthese studies has
been to evaluate and document control techniques and to determine their effectiveness in reducing potential health hazards in an industr or for a specific process
The primary aim of this project is to determine if the engineering controls supplied with new miling machines and operated according to the manufactuers recommendations are adequate to control worker exposures to respirable dust and respirable crystallne silca (in the fonI of quarz) The long term goal of ths project is to reduce worker exposures to silica hy providing data to support the development of a set of practice guidelines for the equipment if the engineering controls are adequate or to develop a set
best
of recommendations to improve the performance of controls if they are not adequate
Many constrction tasks have been associated with overexposure to crystalline silca (Rappaport et al 2003) Among these tasks are tuck pointing concrete sawing concrete grding and abrasive blasting (NIOSH 2000 Thorpe et aL 1999 Akbar-Kanadeh andBrillhar 2002 Glindmeyer and Hamad 1988) Road miling has also been shown to result in overexposures to respirable crystallne silca (Linch 2002 Rappaport et aL 2003 NJ Dept of Health and Senior Services 2001) However all three of the road-miling studies are limited because they do not provide enough information about the operating parameters and engineering controls present on the miling machies to determine if the overexposures were due to a lack of effective controls or poor work practices This study wil attempt to fill that knowledge gap
A varety of machinery and work practices are employed in asphalt pavement recycling includng cold-planers heater planers cold-millers and heater-scarfiers (public Works 1995) Cold-millng which uses a toothed rotating dr to grind and remove the
1
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
pavement to be recycled is primarily used to remove surface deterioration on both asphalt and Portland cement concrete road surfaces (public Works 1995) The millng machines used in cold miling are the fociis ofthis investigation
the US 12The cold miling work observed durng ths piacutelot study was par of
section ofreconstruction project from CTH KP to STH 19 west in Wisconsin This was a
old US 12 that was rehabiltated and wil be tranferred to the local township There was a 20 ft wide concrete pavement placed in the early 1900s Above that was a layer of
varying thickness about 0 inches to 10 inches Above that was varying asphaIgravet pavement thiclmess of about 8 to more than 12 inches which had crushed aggregate base course of
been placed at varous times in about the last 60 years The asphaltic pavement was rutted and cracked to varying degrees The portion of old US 12 from Simpson Road to the south where it meets the new US 12 was re-graded on new alignent this pavement removal was specified by a Common Excavation item The Common Excavation item specification enables the contractor to remove the pavement in any way they see fit In this case the contractor chose to mill the pavement because it was of value
removed and disposed of In the area from Simpson to the nort this section was not re-graded but the entigravere existing asphaltic pavement was removed under the item of Removing Asphaltic Surface This specifies the removal of only the asphaltic pavement Again the contractor chose
as a recycled product The existing concrete was also
and recycle it (Neuhauser 2004)to salvage this pavement
This study was faciltated by a partership in cooperation with the National Asphalt Pavement Assocation that includes millng machine manufacturers contractors employee
the millng machinerepresentatives NIOSH and other interested paries One of
study on a 2003 miacuteling machine model with the latest state-of-the-ar water spraying system produced by the manufacturer The mill is a half-lane miling machine rated at 560HP with a water spray system capable of l5gpm at 200psI This system was put into production in 2001 - before initial discussions on testing airborne dust concentration
manufacturers manufacturer A had initially arranged to perform the pilot
About one week before the pilot study was to be performed manufacturer A leared that the 2003 mil would not be available for the test Instead an older machine was substituted The replacement machine was a half-lane millng machine rated at 800 HP with an eight-foot cutter and an older model water system designed for i Ogpm at 50psi
Manufacturer A knew that the lower water flow at much lower pressure would result in higher airborne dust content hut Manufacturer A was stil confident that the dust suppression system even on the older model machines should still be very effective if properly maintained and operated Therefore Manufacturer A agreed to perform the test (even with the last minute changes) as a means of getting at least a good baseline for this type of airborne dust test
2
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
OCCUPATIONAL EXPOSUR TO CRYSTALLIN SILICA
Silcosis is an occupational respiratory disease caused by inaling respirable crystalline
silca dust Silcosis is irreversible often progressive (even after exposure has ceased)
and potentially fataL Because no effective treatment exists for silicosis prevention though exposure control is essentiaL Exposure to respirable crystalline silca dust occurs in many occupations including constrction Crystalline silca refers to a group of minerals composed of silcon and oxygen a crystalline strctue is one in which the atoms are aranged in a repeating three-dimensional pattern (Bureau of Mines 1992) The three major forms of crystalline silca are quartz cristobalite and trdymite quar is the most common form (Bureau of Mines 1992) Respirable refers to that portion of airborne crystalline silca that is capable of entering the gas-exchange regions of the lungs if inhaled this includes paricles with aerodynamc diameters less than approximately 10
Ilm (NOSH 2002)
When proper practices are not followed or controls are not maintained respirable crystallne silica exposures can exceed the NIaSH Recommended Exposure Limit
Permssible Exposure Limit (PEL) or the American Conference of(RL) the OSHA
Governental Industral Hygienists (ACGIH) Threshold Limit Value (TLV) (NOSH 200229 CFR 19101000 ACGll 2004) NiaSH recommends an exposure limit of 005 mgm3 to reduce the risk of developing silicosis lung cancer and other adverse health effects
The OSHA PEL for respirable dust containing 1 quarz or more in general industr is expressed as an equation (29 CFR 19101000)
10 mgm3 Respirable PEL =
Silca + 2
If for example the dust contai no crystalline silica the PEL is 5 mgm3 and if the dust is 100 crystalline silca the PEL is 01 mgm3 For trdymite and cristobalite OSHA uses half the value calculated using the formula for quarz (29 CPR 19101000)
The curent OSHA permissible exposure limit (PEL) for respirable dust containng crystallne silica (quartz) for the constrction industr is measured by impinger sampling The PEL is expressed in millons of paricles per cubic foot (mppcf) and is calculated using the following formula (29 CFR 192655)
250 mppcf Respirable PEL =
Silca + 5
3
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
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135
~ s
k
il
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iexcllf
1 I
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t
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8~ ~
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)
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t i i ~
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~
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iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
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ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
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(l l
d
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tter
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Rig
ht
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490
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ea C
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ight
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iugraveet
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11
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r
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y l
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n
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r~
0
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li
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do
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ii ~t 130
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125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
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etl
1100
5 1
3
d~
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auml4
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5
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1008
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l it j~Ucircj
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1
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p
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e
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uacuteie
tRl
ilJO
g
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lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
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etl1
1005
1
6 0
10C
uer
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Lef
t _
i
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i ~
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il ~
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t OOcircs
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f i~
~~ f
r--
t)
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ecircigraveff
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Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
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6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Since the PELs were adopted the impinger sampling method ha been rendered obsolete by gravimetrc sampling (OSHA 1996) OSHA is not aware of any goverent agencies or employers in ths countr that are curently usng impinger sampling to assess worker
exposure to dust containig crystallne silca and impinger samples are generally
recogned as being less reliable than gravimetrc samples (OSHA 1996) OSHA has determed that sampling procedures in the consction industr should be the same as in general industr and that the mppcfPEL in 29 CFR 192655(a) is equivalent to the mgm3 PEL in 29 CFR 19101000 (aSHA 1996)
The ACGrnCE TL VIs for cristobalte quar and trdymte are all 005 mglm3 (ACGm 2004) The ACGrn~ ha published a notice of their intent to change the TL ~ for (Xshyquar and cristobalte (respirable fraction) to 0025 mgm3 and to withdraw the documentation and adopted TL yi for trdymte (ACGrn 2004)
METHODS
Descriptive data about the millig machie were gathered durng the aferoon and evening prior to the fist day of sampling while the machie was undergoing repais at the Payne amp Dolan shop Information was collected about the number tye condition and placement of water spray nozzles on thedr and at the conveyor belt tranitions the cutter dr rotation rate (measured using a non-contact tachometer (T AC2K Dwyer Instrents Inc Michigan City Indiana) while the mill was rug) the hours on the machie the cutter dr condition and the cutter bits including their spacing condition make and model number NIOSH personnel worked with Payne amp Dolan sta and the manufactuers representative to install water flow meters and pressure gauges install new water spray nozzles and cutter bits and restore the water spray nozzles at the seconda conveyor tranition to the manufactuers specification This tie was also used to lear aboutthe operation of the machie and safe work practices
Water flow rate was measured using two water flow meters (Confowmeter II Confow Inc WashigtonP A) intaled in the water supply lies on the milL One meter was installed in the line between the water pump and the cutter dr spray bar The second meter was installed in the line between the water pump and the conveyor transition sprays (Figure 1 ) Water pressure was measured using pressure gauges attched to tee-fittgs
instaled in the water lie supplyig the cutter dr spray bar (Figue 2) in the water line
supplyigthe spray bar for the fist conveyor belt tranition and in the water lie supplyig the nozzles on the secondar conveyor transition The readings on thesemeters and gauges were obsered and recorded periodicaly thoughout both days of millig
Vehic1e speed and diection of trvel was meased using a Trible GeoXT hadheld data-loggig global positionig system (GPS) unt (Trible Navigation Ltd Sunyvale CA) receiver on the second day of millig The GPS unt was placed on padding on the top of the millig machie in an empty fi-extiguisher bracket (the extingusher had been relocated previously) in front of the operators station (Figue 3) Speed was also
4
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
observing and recording the foot speed reading on the intrent panel ofthe mil every two minutes As a measure recorded durng both days of miling by a NIOSH researcher
of productivity the time was recorded when each dump truck was loaded and pulled away from the millng machine
Depth of cut was measurecl every fifteen minutes during both milling days using a tape measure helcl at the edge of the cut pavement The width of the cut was measured as well Bulk samples of the miled pavement were collected on a periodic basis from
left in or next to the cut by the milling machine Wind speed and direction and temperature were recorded usigraveng a data-loggigraveug weather station (MultiLog Weather material
Station Fourier Systems Inc Atlanta GA) A hand-held muitigrave~directional impeller wind meter was also used during the survey (Skywatch Meteos JDC Electronic SA Yverdon-Ies-Bains Switzerland)
The work practices and use of personal protective equipment were recorded for each worker sampled including the workers position and distance relative to the miling machine (eg walking alongside following behind riding) Infomiation obtained from conversations with worlcers to detennine if the sampling days were typical of the nomial work load helped to place the sampling results in proper perspective Data were recorded describing other operations nearby that generated dust including the process its location relatIacuteve to the miling machine and whether it was upwind or downwind of the millng machine
Dust and Silca Sampling Methods
On both days of sampling personal breathing zone samples on the three members of the miling crew were collected at a flow rate of 42 liters per minute (Umin) using a battery-operated sampling pump at the employees waist connected via flexible tubing to a pre-weighed 37-mm diameter 5-micron (~m) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece filter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (GK 269 RespirableThoracic Cyclone BGi Inc Waltham MA) placed in the employees breathing zone (NIOSH 1994 HSE 1997)
Area samples were collected on both days of sampling at six locations on the millng instruments mounted on a metal frame (Figure 4) Themachine using an aray of
platform near the level controls onlocations included the dashboard on the operators
both sides of the mil near the cutter dr on both sides of the mil and on the right side
conveyor to the loading conveyor (Figure 5) The sampling intruments in each aray included a Ii ght-scattering aerosol photometer (pDR near the transition from the primary
Theano Electron Corp Franklin MA) with a 10 millmeter (mm) nylon cyclone comiected to the inlet via flexible tubing The pDR was in tur connected via flexible tubing to a battery-operated sampling pump calibrated at a flow rate of 17 Llmin A pre-weighed 5-~m pore-size polyvinyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shr band was placed in line between the
5
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
pDR and the pump Also included in each sampling aray were two battery-operated sampling pumps both connected though flexible tubing to a 10-mm nylon cyclone and a pre-weighed 37-mm diameter 5-iexclm pore-size polyvnyl chloride filter supported by a backup pad in a two-piece filter cassette sealed with a cellulose shn band in accordance with NIOSH Methods 0600 and 7500
On the second day of sampling addigravetional area sauiples were collected at the six locations described above at a flow rate of 42 litersminute using a battery-operated sampling pump connected via flexible tubing to a pre-weighed 37-mm diameter 5shymicron (iexclm) pore-size polyvinyl chloride filter supported by a backup pad in a three-piece fiter cassette sealed with a cellulose shrink band in accordance with NIOSH Methods 0600 and 7500 and a cyclone (OK 269 RespirableThoracic Cyclone BGI Inc Waltham MA) attached to the metal frame
Gravimetric analysis for respirable pariculate was cared out with the fOllOWing modifications to NIOSH Method 0600 1) the fiters and backup pads were stored in an environmentally controlled room (201 1degC and 50i5 relative humidity) and were subj ected to the room conditions for at least two hours for stabilization prior to tare and gross weighing and 2) two weighings of the tare weight and gross weight were performed (NIOSH 1994) The difference between the average gross weight and the average tare weight was the result of the analysis The limit of detection for this method was 002 mg
Crystalline silica analysis ofthehigravegher-flow fiter and all bulk samples was perfornied using X-ray diffraction NIOSHMethod 7500 was used ith the following modifications 1) fiters were dissolved in tetraIgraveydrofurail rather than being ashed in a furace and 2) standards and samples were run concurently and an external calibration ciire was prepared from the integrated intensities rather than using the suggested normalization procedure (NIOSH 1994) These samples were analyzed for quarz and cristobalite The limits of detection for quarz and cristobalite on filters were 001 and 002 mg respectively The limit of quantiation is 003 mg for both quarz and cristobalite The lower-flow filter samples were not analyzed for silica
bulk samples collected from miled pavement left in or next to the cut by the millng machine The limit of detection for quar in bulk samples was 08 The limit of quantitation was 2
The silica content of the pavement was determined though testing of
Experimental design
Initial activities on site such as installing new water spray nozzles and new cutter-drm teeth were devoted to returing the mil to the manufacturers specifications DulIgraveng the
first day of sampling samples were collected over thee sampliacuteng periods during a typical miling job The second day of sampling was divided into four 2-hour periods During
the first period the manufacturer-specified nozzles (UniJetll model1 005 SS Spraying Systems Co Wheaton IL) rated at 05 gallons per minute (gpm) at 40 pounds per square
6
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
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-
-
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f~T~~lS~~t ~~
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l~~P
amp
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~ dj
54
~
~~
l)~
1
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iacuteoocirc4
~
-
_ ~
tlucirc
y l
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n
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1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
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RecircOcirc
l~1i
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r~
nU
~~
1008
~t
1
O
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~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
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l~~i
~~
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~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
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i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
inch (psi) were used For the second and thd period higher-flow nozzles CUniJ etQI
model 11008 Spraying System Co Wheaton IL) rated at 08 gpm at 40 psi were installed on the cutter-dr spray bar Durng the final period the manufactuershy
specified nozzles were used again This design was used instead of a randomized design because of the length of time and effort required to change the nozzles in the field The spray nozzles for the primar conveyor and the material transfer conveyor were not changed Personal and high-flow area samples for respirable dust and respirable crystallne silica were changed approximately every two hours durig both sampling days The lower-flow area samples were collected for the full shift on both days
RESULTS AND DISCUSSION
Description of the Mil and the Controls
The miling machine used at this site had 3560 hours on the machine at the beginnng of the site visit It was equipped with water spray nozzles at three places including dr spraying nozzles primar conveyor spraying nozzles and material transfer conveying nozzles There were 18 flat fan spray nozzles (UniJetQI model 11005 SS Spraying Systems Co Wheaton IL) mounted on a spragravey bar in the cutter dru housing This type
of nozzle was used at all of the installations on this milL Thegrave fist thee nozzles on the cutter dr spray bar were mounted 2 inches (in) apar the thrd and fourh nozzle were
mounted 3 in apar and the remaining nozzles were 5 Yi in apar The cutter dr
extension was served by a separate spray bar equipped with thee nozzles The first two nozzles were 2in apar while the second and thrd nozzle were 5 Yi in apar There were a total of nine nozzles at the primary conveyor installed at the transition from the cutter dr to the primar conveyor four were mounted on each side and one on the extension
These nozzles were 1 foot apar There were two nozzles mounted above the material transfer conveyor at the transition from the primar cogravenveyor Those nozzles were 32 in apar New nozzles were installed on the evening before the first sampling day The water pump for the spraying system is rated at 40 Llmin (106 gallons) of water at 3 Yi bar (51 psi)
The 8 ft 6 in wide cutter dr held 193 bits aranged in a helical coil around the dr
holders were in factory spec condition with 50 hrs on the holders NewThe drm and
bits were installed on the evening before the first sampling day and were changed several times durg the next two days The dr rotation was measured and found to agree with
the manufacturers specification of928 rpm
Personal protective equipment and work practices
The miling crew members wore hard hats (except the operator) safety glasses and traffc safety vests The operator was the only employee who spent all of his time on the mil operating the mil from either the right or left side of the operators station The foreman spent the majority of the first day operatig the rear controls while the thid ecircrewman performed tasks such as operating a skid-steer loader and drvig the water
7
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
in the afternoon the foreman operated the skid steer loader while the third crewman ran the rear controls For the most par the skid-steer loader was not operated near the miling machine on the first day On one occasion a road grader passed by and for a brief period in the afternoon nugravellig took place alongside a field while a farer was running a combine On the second day the skid-steer loader
truck (Figure 6) However
the daythe day and the third crew member spent most ofwas idle for the majority of
the rear controls The foreman left the migravelperiodically to attend torunning one of
matters such as trck scheduling On both days the trcks assigned to take away thepossiblethe road unti that was no longermiled material drove on the paved portion of
lessening the potential of dust being generated by the trucks as they passed the millng machine
Respirable dust and crystallne silica sampling results
personal breathing zone sampling for respirable dust and crystalline silica conducted on October 8 are presented in Table 1 On October 8 which represented a typical millng day respirable dust results ranged from 014 to 183 mgm The TW A respirable dust exposures for the three employees were 026 mgmJ (499 minutes) for the
The results of
operator 10 mgm3 (495 minutes) for the foreman and 038 mgm3 (438 minutes) for the third employee who began the day operatin~ the skid steer loader Their 8-hour TWAs were 027 mgm3 for the operator 10 mgm for the foreman and 035 mgm3 for the third crew member The OSHA PELs for these employees calculated based upon the percent silica in their samples were 142 mgm 3 for the operator 117 mgm3 for the foreman and 113 mgm3 for the third member of the miling crew The PELs were calculated using the value of the LODJ for quarz values below the LOD (Hornung and Reed 1990) None of the employees exposures exceeded the OSHA PEL on October 8 as a TW A but excursions above the PEL did take place during the first two sampling periods for the foreman who spent most of those periods operating the rear controls on the mUL
Respirable quarz results from personal samples ranged from below the limit of to
detection 01 1 inglm3 The TW A respirable quarz exposures for October 8 were 0013 mgm3 for the operator 0064 mgm3 for the foreman and 0030 mgm3 for the third
LOD formiling Crew member The TWAs were also calculated using the value of
001 mg Their 8-hour quartz TWAs were 0014 mgm3 0066 mglm3 and 0027 mgm3 respectively On October 8 the foremans TWA and 8-hour TWA exposure exceeded the NIOSH quarz REL of 005 nigm3
quarz results less than the LOD of
the milling crews respirable dust and respirable quartzTable 2 lists the results of
exposures by nozzle type and employee results in TWAs of21 mgm3 for the operator 062 mgm3 for the foreman and 11 mgm3 for the rear control operator for the UniJ etfI 11005 nozzle versus 14 mglm3 065 mgm3 and 089 mgm respectively forthe UniJetaeligl 11008 nozzle TWA
samples on October 9 Calculating TWA respirable dust
the operator 0041
mgm3 for the foreman and 0050 mgin3 for the worker operating the rear controls quartz results for the UniJetfI 11005 nozzle were 012 mgm3 for
8
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
0081 mgm3 for the operator TW A quarz results for the UniacuteJetlIII008 nozzle were
0041 mgm3 for the foreman and 0043 mgm3 for the thrd crewman In contrast to October 8 the operator received the highest exposures on the second sampling day
Table 3 shows that the highest emissionsthe nozzle type Inspection ofregardless of
side of the mil and the upper conveyor Unfortunately the weather station did not log data so the effect of the wind direction on those results is unnown
were associated with the left
the area samplescoUected on October 8 with the lower-flow respirable dust samplers (17 Lmin) and the pdR direct-reading instruments Those results indicate that for both sampling methods that exposures were lowest igraven the
Table 4 reports the results of
operators station and highest at the upper conveyor (the material transfer conveyor) This table also lists the gravimetricpDR ratios calculated for each sampling location These ratios were used to adjust pDR short teimsampling concentrations which are provided later in ths report Table 5 presents the results for the lower-flow respirable
dust samples and the pdR samples for October 9 including the results from all nozzle types The upper conveyor produced the highest exposure on that day as welL Perhaps the operators personal exposures differ from the area sample at his work station because
the time on one or the other side of the mm while the sampler was in the
he spends most of
his work station (Figure 7) Table 5 which provides the results ofthe center of
lower-flow andpdR area samples shows that as in Table 3 the highest emissions were associated with the left side of the mill and the upper conveyor The migraveU removed
the road so the left side oftlie mm was facing the pavedmaterial from the right side of
the road while the right side faced the previous cut This orientation may explain the milL The manufacturers
edge of
in par why the exposures were higher on the left side of
6 relates area samplingrepresentative attributed this result to passing truck trame Table
results to productivity water flow and water spray pressure while Table 7 describes the work done on October 9
When reviewing the results of sampling conducted on October 9 for the purpose of this study it is useful to compare the results obtained when the different water spray nozzles
logwere used For the purpose ofthisaualysis the results were converted to the natural
the data did not vary with(In) scale because on the log scale the varabmty of
concentration From the In scale analysis of the respirable dust results (Tables 8~ II) the ratio of the UniJ etlf 11005 nozzle to the DniJ et(szlig i 1008 nozzle results is the ratio of their geometric means 12 This indicates that the respirable dust measurements obtained
are about 20 higher thotigh the result is not statistically significant even at the lO signifcance leveL Results for the pDRs are while the UniJetlf 11005 nozzle was used
also about 20 higher for the UnijetQ 11005 and are also notsimilar Those results are
statistically significant at the 10 leveL Examination oftbe tables indicates that for mostthe
groupings the UniJetlIl1005 nozzle does give higher results Review of all of
the UniacuteJet(( 11005 nozzle resultsrespirable dust data from October 9 shows that 59 of
exceeded the PEL while 50 of the UniJetI 11008 nozzle results did so For personal breathing zone samples half of the results while the Unijet(szlig 11005 was in use exceeded
the UnijetlI 11008 results exceeded the PELthe PEL one third of
9
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
From the In scale analysis of the quarz samplig results (Tables 12-15) the ratio of the Uniet(szlig 11005 nozzle to the Uniet(szlig 11008 nozzle results is the ratio of their geometrc means 116 Thus for respirable quar the results while Uniet(szlig i 1005 nozzles were intalled on the cutter drm were about 16 higher though the result is not statisticaly signficant even at the 10 signcance leveL Examation of the tables indicates that the quar results are not as consistent as those for respirable dust For data from both days 7 respirable quar results were less than the LOD and 13 values were between LOD and LOQ For the seven quarz values below the LOD the value Lan was substituted
Quarz in bulk samples
The results of 10 bulk samples ranged from 12 to 28 with a mean of 199 and a median of 185
CONCLUSIONS AN RECOMMNDATIONS
Conclusions from ths pilot study regardig the effect of increasing the water flow to the spray nozzles on dust and quart exposures are lited by several factors First the higher flow nozzles were only intalled on the cutter dr and the cutter dr extension
the nozzles selected represent a difference of only 30 more flow when the higher-flow nozzles were installed Nevereless the respirable dust measurements obtaied while the Uniet(szlig 11005 nozzles were used were about 20 higher than when the higher-flow Uniet(szlig 11008 nozzles were used The respirable quarz results while Uniet(szlig 11005 nozzles were installed on the cutter dr were about 16 higher Neither
Second
the reductions in respirable dust concentrations nor those for the quarz results were statistically signficant even at the lO signficance leveL Statistical signficance mean that the difference is not due to chance alone
Research on dust controls in minig has shown that water sprays have two roles wetting of broken material being transported and airborne captue (NOSH 2003) Uniformly wetting the broken material durg the breakage process is far more effective and enures that dust paricles stay attached to the materal (NQSH 2003) Increasing the water flow rate and increasing the number of sprays have both been shown to be effective it is tooearly in this proj ect to recommend an approach In one inance dust from a shearer dr was reduced by 60 when the 46 smaler orifice nozzles were substituted for the originall7 nozzles with the pressure and flow held constant (NOSH 2003) The shape of the spray is another importnt factor in its effectveness
Futue studies might test the water system on a newer-model machie to begi to explore the relationship between water flow and pressue agravend aiborne dust concentrtions Varables related to the site andjob might obscure ths relationship but it is hoped that a trend might emerge
10
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
REFERENCES
29 CFR 19101000 (2001) Occupational Safety and Health Admstration air
containants
29 CFR 192655 (2003) Occupational Safety and Health Adminstration gases vapors fues dusts and mists
ACGrn (2004) Theshold limit values for chemical substances CincinatiOH American Conference of Governental Industral Hygienists
Akbar-Khanadeh F Brillhar RL (2002) Respirable crystallne silca dust exposure durng concrete finshing (grnding) using hand-held grnders in the constrction industr An occup Hyg 46341-346
Bureau of Mines (1992) Crystallne silica primer Washigton DC US Deparent of the Interior Bureau of Mines Branch of Industral Minerals Special Publication
Glindmeyer HW Hamad YY (1988) Contributing factors to sandblasters silcosis inadequate respiratory protection equipment and standards J accup Med 30917-921
HSE (1997) MDHS 142 General methods for sampling and gravimetrc analysis of respirable and total inhalable dust Methods for the determination of hazardous substances lIealth and safety laboratory Sudbur Suffolk UK Health and Safety Executive
Homuug R Reed L (1990) Estimation of average concentration in the presence of nondetectable values Applied Occupational and Environmental Hygiene 5(1)46-51
Linch KD (2002) Respirable concrete dust-silcosis hazard in the constrction industr
Appl Occup and Environ Hyg 17 209-221
Neuhauser Curt (curneuhauser(ecircdotstatewius) (2004) RE US 12 project Private e-mail message to Alan Echt (AEcht(ecirccdcgov) Januar 7
New Jersey Deparent of Health and Senior Services (2001) New Jersey silica parership In Occupational Health Sureilance Update February Trenton NJ NJ
Deparment of Health and Senior Services Division of Epidemiology Environmental and Occupational Health Occupational Health Service Occupational Health Sureilance Program
11
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
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ter
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ight
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15
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ea C
ontr
ols
Rih
t U
niet
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005
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(33
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109
454
286
0
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523
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ar C
onol
s L
eft
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546
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r C
ontr
ols
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t U
niet
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29
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113
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etl1
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uer
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igraveOslash 1
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amp~
d ~
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r D
r Le
ft U
niet
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05
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525
571
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116
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pper
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vevo
r
c~~ l106
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i 2
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~ f+~9 ~
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pP~~
ecircyoacuter
iexcl t
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ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
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35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
NlOSH (1994) NIOSH manual of analytical methods 4th rev ed Eller PM edHealth and Human Services Public Health Service
Cincinnati OH Us Deparment of
Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 94-113
NJOSH (2000) Respirable crystallie silica exposures during tuck pointing Cincinnati OH US Deparent of Health and Human Servces Public Health Service Centers for Disease Control and Prevention National Institute for Occupational Safety and Health DHHS (NIOSH) Publication No 2000-113
NIOSH (2002) NIOSH hazard review health effects of occupational exposure toHealth and Human
respirable crystallne silca Cincinnati OH US Department of
Institute for OccupationalServices Centers for Disease Control and Prevention National
Safety and Health DHHS (NIOSH) Publication No 2002-129
NIOSH (2003) Inormation Circular2003 Handbook for dust control in mining Health and Human Services Public Health Service
Centers for Disease Control and Prevention Naringtional Institute for Occupational Safety and Health Pittsburgh Research Laboratory IC 9465 DHHS (NIOSH) Publication No 2003-147
Pittsburgh P A US Deparment of
OSHA (1996) Memorandum for regional administrators from Joseph A Dear Subject special emphasis program (SEP) for silcosis May 2nd 1996 Appendix F Pemiissible Exposure Limits for Constrction and Maritime Retreved May 24 2004 from httpww osha gov SiacutelcaSpecialEmphasishtml
15 1995Publigravec Works (1995) Pavement recycling Public Works 126 April
Rappaport 8M Goldberg M Susi p Herrick RF (2003) Excessive exposure to silica in the US construction industr An occup Hyg 47111-122
the effectiveness Thorpe A Ritchie AS Gibson MJ Brown RC (1999) Measurements of
of dust control on cut-off saws used in the construction industry Ann occup Hyg 43443-456
12
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Personal Breathing Zone Samples Payne and Dolan October 8 2003
Respirable Respirable Respirable OSHA Respirable
Table 1 Results of
Time Percent Volume Job Dust Quarz Dust PEL Quartz
(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3)
Operator 146 019 (001) (526) 598 032 138 (002) 069 005 754 549 126 105 009Foreman 142
137 037 003 892 569 065 092 006Skid steer 639 014 500Operator 156 0087 NO 600 183 124 011Foreman 155 11 007 609 636 035 153 (002)Skid steer 153 022 (001) (455)
Operator 197 026 (001) (385) 807 032 171 (001) 766 020 500Foreman 198 015 ND
016 500Skid steer 148 0098 ND 615
Notes All results are field-blan corrected NO indicates a result less than the limit of detection for this method of 1 Oiexclg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
13
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Table 2 Results of Personal Breathg Zone Samples Payne and Dolan October 92003
Respirable Respirable Respirable OSHA RespirableTime Percent VolumeJob Dust Quarz Dust PEL Quarz(min) Quarz (L)(mg) (mg) (mgm3) (mgm3) (mgm3) UniJetQ 11005 Nozzle
Operator 138 13 008 600 572 227 125 014 Foreman 117 04 (003) (750) 499 080 105 (006) Rear Control 105 023 (001) (435) 435 053 158 (002)
~ UnigraveJet91lO08Nozzle ~ Ooerator HI 069 003 493 460
l50 144 001
Foreman 114 022 (001 ) (455) 486
045 153 XOOL) Rear Control 111 059 (003) (508) 460 128 14L fO07)
d Dniecirct~ 11008 Nozzle f
Operator 132 069 005 681 547 L26 113 009 Forerraringn 125 Q44 003 750 533
OS3 105 006 ~
Rear Control 134 031 (001) (323) 556 OS6 Ln (002) UniJet 11005 Nozzle
Operator 114 093 005 495 472 197 144 010 Foreman 111 021 (001) (476) 473 044 148 (002) Rear Control 107 072 003 472 444 162 149 008
Notes All results are field-blan corrected
ND indicates a result less than the limit of detection for this method of 10 lJg of quarz per sample Results in parentheses indicate a semi-quantitative value between the limit of detection and the limit of quantitation
14
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
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t
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fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
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(l l
d
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tter
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ea C
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ight
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iugraveet
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r
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li
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do
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ii ~t 130
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125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
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etl
1100
5 1
3
d~
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auml4
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1008
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l it j~Ucircj
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p
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e
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t
uacuteie
tRl
ilJO
g
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oacutej2
t
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lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
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etl1
1005
1
6 0
10C
uer
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Lef
t _
i
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i ~
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i i
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il ~
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t OOcircs
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f i~
~~ f
r--
t)
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ecircigraveff
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Leff
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c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
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6 1
59
008
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r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 3
Hig
h~Fl
ow A
rea
Sam
ple
Res
ults
Pa
yne
and
Dol
an
Oct
ober
9 2
003
Res
pira
ble
Res
pira
ble
Res
pira
ble
Res
pira
ble
T
i V
olum
ePe
rcen
t D
ust
Qua
Loc
atio
n N
ozze
D
ust
Qu
Qua
(m
iute
s)
(L)
(mg
m3)
(m
gm3)
(mg)
(m
g)
Ope
rato
r U
niet
(szlig 1
1005
N
D
- ~
ii~
-
~~
i
~2
S
iquest
(3
~
Yiexcl
135
~ s
k
il
Q
iexcllf
1 I
I
t
~
~
negrave~
llOO
8~ ~
7
)
~i
~fOuml
Uuml-~
L)I~~j
t i i ~
~
enQr-fi i
~t -
~r
tii
J
1
~
r~~
oslash~
~iexcl
~
d~
f
~
1s~j~ i h 0 0
lcJ2
8iacuteJ
icircWegravet
~ffG
~iexclt
iexcl
I~
llf
~Q
43
~
~
~
~
1
iexcl
t
~ ~~
fl
148
(0
04)
Ooe
rato
U
niJe
tl 1
1005
0
76
(00
2)
(26
3)
123
514
117
491
073
(0
04)
Cut
ter
Dru
Rig
ht
uiugravedgiexcl 11005
036
(0
02)
(5
56)
~A
(l l
d
-~5
71)
j~~i6
i~ ~l t Il (AEligi4igrave)
Tit egrave qltt
~~
~C
~ ~
~
ecirctlli
jlOslash
g
~Q lt~ It toacuteloslash~)
~
t ~
iexcl
-
~pigrave 0 )ff
sOslashi
~iexcl
~
1 it
- -iexcli
~~~i
~Y1~ t-s I~~i Ocircd6 i
t ~ ~
g~i~
~
~~J3
i(
fr
U~l
iotildebg
t~
5 ograve
i
1
Or
~
t~
YJ
fI
~v
-
524
166
0
084
71
125
CU
tter
Dr
Rig
ht
Unietl 11 005
087
0
04
490
024
R
ea C
oDIo
ls R
ight
U
iugraveet
Ol 1
1005
0
12
ND
11
7
~~
j
r
~~
~~~
~
fi b
j~
~~~
~
iexcl oJ
v
~
1
~7j
1 tC isf
~~
~
-
-
~~
f~T~~lS~~t ~~
Jln
l~~P
amp
~iexcl~
~
~8
Ocirc~
~ dj
54
~
~~
l)~
1
~
iacuteoocirc4
~
-
_ ~
tlucirc
y l
-~
~~
~f
n
~~l
1~ETH
~J
0
Uacute
r~
0
2 f
li
i(
O ~
02j(
do
~i))
ii ~t 130
~
~~~
125
524
15
(00
4)Uacute
R
ea C
ontr
ols
Rih
t U
niet
R11
005
06
(00
2)
(33
3)
109
454
286
0
150
07
523
Re
ar C
onol
s L
eft
Uiugrave
etl
1100
5 1
3
d~
iji
l)4
iexcl
~
~~
O
auml4
~
60t
~i
i~
t~
i
j-
5
8 1421
N
~
~ piAO
RecircOcirc
l~1i
~ft
r~
nU
~~
1008
~t
1
O
~g~
~
i
~
N
l it j~Ucircj
J
~ iexcl
~
~~ oacuteif
1
~7~
p
I ~
K
~
iexcl~
~
e
~p~
L~tt
t
uacuteie
tRl
ilJO
g
~~
b
i
i6
~i
i
oacutej2
t
~~iexcl
~
lt
w-
131
546
513
0
22
Rea
r C
ontr
ols
Lef
t U
niet
l11
005
28
012
4
29
337
0
216
25
113
475
Uni
etl1
1005
1
6 0
10C
uer
Dru
Lef
t _
i
J
~ ~
~i
Ocircjl
-
~
H
i ~
v
~
~
C t
L57
~
~~f
l~~i
~~
~iL
~~~
jlnt~
ll~~
H)l
8
~~ ) 6~ ~
~
Qu
i i
r~
~tt
i51
~
fi~
4
1-
il ~
A7~
~
lS
t OOcircs
(S4~
~
l(
f i~
~~ f
r--
t)
~
( ctl3(f
ecircigraveff
DM
Leff
i
c
lJ
Et~
igraveOslash 1
068
amp~
d ~
~igravel6
_
_
l
A
iexcl~
~
54
6 1
59
008
CU
r D
r Le
ft U
niet
ll110
05
087
n
04
494
13
0
124
525
571
0
670
35
116
7Unietllii 005
3U
pper
Con
vevo
r
c~~ l106
~
i 2
~O
22~
~ f+~9 ~
~et~
11oacute
q8-
~~ ~-
J~~H icircUgravetf
~
~
~j6
~
4
pP~~
ecircyoacuter
iexcl t
~
ecircL
-
f-
_~
l
19
_~
~ 1
Q1
1 t 1~ijS
iexcl
1
~~
i=i4
tf
~
~
q
35
2
0ugrave
egravei
a o
r c7
rl~
U
ii~1l
rJlOuml
OS
~~
~Icirc ttg~
1
~ 593lt J 3
p ~Y~
~i~
-
l
1
- -
559
322
0
206
11
132
Upp
er C
onve
yor
Uni
Jetlszlig
1100
5 1
8 0
11
Not
es A
ll re
sults
are
fie
ld-b
lan
corr
ecte
d N
O in
dica
tes
a re
sult
less
than
the
lit o
f de
tect
ion
for
tls m
etho
d of
1 O
iexclg
of q
uar
per
sample Results in parntheses indicate a semi-quatitative value between the lit of detection and the lit of quantitation
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Table 4 Low-Flow and pDR Area Sample Results Payne and Dolan October 8 2003
Sampling Location
Sample Time (min)
Gravimetrc Respirable Dust
(mglm3)
Average Respirable
Dust at Location (mgm3)
pDR Respirable Dust
(mglm3)
GravimetrcpDR Ratio
498 0309
Operator 032 0216 1469
501 0325
514 0753
Cutter Drum 072 0633 1133 Right
515 0681
507 0486 Cutter Dru 050 0722 0692
Left 507 0513
505 0714 Rear Controls 085 0856 0989
Right 505 0980
522 3333 Upper 279 3315 0841
Conveyor 522 2244
518 1742 Rear Controls 170 1750 0973
Left 520 1664
Notes All gravimetric results are field-blan corrected
16
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Table 5 Low-Flow and pDR Area Sample Results
Sampling Location
Operator
Cutter Drum Right
Cutter Drum Left
Rear Controls
Right
Upper Conveyor
Rear Controls
Left
Sample Time (min)
505
505
498
499
506
504
498
498
507
507
506
508
Gravimetrc Respirable
Dust (mgm3)
0964
1043
1938
1709
2882
1850
0519
0775
3169
2184
2696
2545
Payne and Dolan October 9 2003
Average Respirable
Dust at Location (mwm3)
100
182
288
pinched hose
065
268
262
pDR Respirable
Dust (mglm3)
0989
1839
2939
0746
3297
2459
GravimetrcpDR Ratio
1015
0992
0980
0867
0812
1066
Notes All gravimetric results are field-blank corrected
17
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 6
Sum
ar o
f Adj
uste
d pD
R D
ust C
once
ntrt
ions
for
Eac
h C
ut
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
A
vera
ge
Ave
rage
wat
erfl
Ave
rage
wat
er p
ress
me
Cu
U O
p t C
utte
r D
n R
ear
Con
trol
s fo
r cu
tow i-te (l t pper era or 3 3 3)
Cut Cut Trucks (llm ) bs per sq men) Sp d C ( I 3) (mgm ) (mgm ) (mgm
ime
a e
(mlm
i) (m
gr)
T Lad d ga om ee onveyoi mg m
~tte
r U
pper
Cut
ter
uPP
~er
Low
er L
eft R
ight
~ft
Rig
htDr Conveyor Dru Conveyor Conveyor
~~ 1 i r iexclJd- ~ ~IJ ~EA_~~ t r t tpound~~- J ~(~r~~ iexcl~~r l Jir-~~~ ~i~ ~ ~ri ~ffW~ ~ tiC5f
_~ u J ~ ~~I oM l u _lamp~_It~~~~~_~~))iJltW(~ WJ ~~~
1 26 9 6 4 50 38 30 71 363 035 032 113 231 198 162
2 14 5 6 4 50 30 20 70 566 079 085 254 591 413 331
3 63
26
6 4
50 4
0 25
14
7 5
18 0
68
060
14
0 2
62 1
50
199
4 73 35 6 4 45 35 20 92 748 016 014 088 059 14 176
5 58 21 6 4 na 11a nla 95 047 044 200 039 519 039 148
6 35 205 6 4 50 35 25 130 025 045 059 040 149 044 060
7 26 7 6 4 50 40 25 nla 050 002 010 016 020 005 017
8 74
39
6 4
50 3
5 25
11
0 3
74 uuml
52
041
10
7 1
60 0
79
136
~ ~
iexcl
~~~~
-~
~~
~~
iexcl~
~szlig
igrave~
~iexcl
~~
i
~~
~~
~~
~
t
v4~
~
~~
~
I~~
~l
~~
l~1 16 7 6 4 nla 35 nla 90 131 16 680 126 454 034 257
2 61 23 6 4 49 38 25 71 677 18 400 275 319 029 313
2A 3
5 16
9 3
7 3
5 28
22
74
084
20
5 9
04 2
72
605
17
2 3
74
3 76 35 9 37 35 28 22 71 391 095 372 219 381 036 2A9
4 30 15 9 37 nla nla nla lOA 743 14 240 387 251 092 304
4A 4
6 19
6 4
45
35 2
0 52
19
0 1
83 3
76
289
47
7 2
29 2
91
5 39 18 6 4 40 35 20 91 399 143 277 307 316 19 260
~_
~~
~~
m~
~iexcl
~
~~
c
~~
~1
~
~iexclq
~iJ ~1I ~t~~~~~z~~~ ~ia ~yiexcl~~t~~ rlsect~jtiocircIacutei~~~~~
Nozze Tota Cu Averges Time Weigraveghted Averages
Uni
etlB
162
67
6 4
46 3
6 22
72
41
8 1
65 3
91
272
37
6 1
08 2
88
1100
5U
nigraveet
l 1
41 6
6 9
37
35 2
8 22
79
39
0 1
26 4
76
268
40
9 0
81 2
92
11
008
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Milig Machie Cuts
Table 7 Descriptions of Pa
yne
and
Dol
an
Oct
ober
9 2
003
GPS
Average speed
Ave
rage
A
vera
geE
laps
ed
Digraves
tace
A
vera
ge
from tie stdy
Cut
C
ut
Noz
zle
Cut
ID
T
ime
Cut
V
eloc
ity
Dep
th
Wid
th
Typ
e (m
iute
s)
(fee
t)
(ftm
in)
(inc
hes)
(i
nche
s)
mm
iacute ft
mi
1 17
6
446
253
9
295
9
98
Unigrave
Jetll
110
05
Bac
k up
5
9 14
12
238
7 7
1 23
3
74
98
Uniel 11 005
2 67
3
1255
18
6
243
9
5 98
U
nicircJe
tlI 1
1008
2A
341
69
0 20
2
74
B
ack
up
72
1893
26
48
3 68
5
1805
26
4
71
232
7
8 98
U
niJe
tl11
008
-C
Bac
k up
7
1 18
77
264
9 4
287
11
17
390
10
4
34
67
Dni
J et
~ 1
1008
449
77
1 17
2
52
171
10
9
97
Uni
et(szlig
1 i
005
4A
Bac
k up
6
8 17
78
263
4
5 42
8
1582
36
9
94
307
6
3 98
U
niJe
tl 1
1 00
5
Not
es B
acku
mea
n ba
ckig
the
mil
up th
e bi
to b
egi a
new
cut
Ela
psed
ties
are
act
ual o
pera
tig ti
es
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 8
Res
pigravera
ble
Dus
t Mea
n by
Uni
etlI
Noz
zle
Typ
e
Payn
e an
d D
olan
O
ctob
er 9
200
3 G
eorn
G
eorn
1100
5 N
umbe
r of
Fr
actio
n of
M
ean
Num
ber
of
Frac
tion
of
Mea
n M
ean
Mea
n G
MI
(SD
)11
008
(GSD
)11
005
11 0
05
(SD
) 11
008
1100
8 (G
SD)
1100
8 Sa
mpl
es
Sam
ples
~ P
EL
11
005
1100
8Sa
mpl
es
Sam
ples
~ P
EL
11
005
G
M
125
(20
7)
15125= 12
050
1
59(1
15)
1
50(2
39)
17
059
2
05(1
58)
18
Tab
le 9
Res
pigravera
ble
Dus
t Mea
ns a
nd G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
October 8 an 9~ 2003
Frac
tion
Gem
G
eOID
Frac
tion
Unigrave
JetII
110
05~ c
U
niJ
etII
M
ean
Unigrave
JetI
I M
ean
Mea
n M
ean
of
of
Pers
ona
11 0
05
Uni
etII
(S
D)~
11
008
Uni
J et
(8
(SD
)
(GSD
) (G
SD)
G
M
Uni
JetI
I 11
Ouml08
Uni
etII
N
umbe
r U
niJe
tII
Dat
e or
Are
a N
umbe
r U
nigraveJe
tII
Uni
etII
11 0
05
1100
8 G
MSa
mpl
e of
11
005
of
1100
8 11
008
Sani
ples
Sa
mpl
es
11 0
05
Sam
ples
Sa
mpl
es~P
EL
~P
EL
0
40(2
45)
10-0
8 P
9 0
22
058
(05
8)
089
(16
4)
105
08
9=1
1810
-09
P 6
050
1
27(0
78)
6
033
0
98(0
43)
1
05(2
02)
10-0
9 A
11
0
64
247
(17
7)
12
058
1
90(
129
) 1
82(2
52)
1
47(2
20)
1
8211
47=
124
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 1
0 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by W
orke
r Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 G
eom
G
eom
N
umbe
r N
umbe
rM
ean(
SD)
M
ean(
SD)
M
ean
Mea
n U
niJe
tQ 1
1005
GM
Iof
of
Uni
etQ
D
niJe
tQ
(GSD
)
(GSD
)
Uni
etQ
110
08D
ate
Wor
ker
Unigrave
JetQ
U
niJe
tQ
1100
5
1100
8 U
niet
Ol
Unigrave
Jet~
G
Mn0
05
1100
8 11
005
11 0
08
Sam
ples
Sa
mpl
es
10-0
8 Fo
rem
an
3 1
10(0
83)
0
77(3
27)
0
24(1
61)
10
-08
Ope
rato
r 3
026
(01
0)
0
33(2
02)
10
-08
Slaringd
Ste
er
3 0
39(0
25)
2
064
(02
7)
059
(15
3)
061
(15
4)
059
06
1=0
9710
-09
Fore
man
2
062
(02
5)
2 1
38(0
17)
211(11 1)
137
(11
3)
211
13
7=1
5410
-09
2
212
(02
1)O
pera
tor
093
08
5=1
0910
-09
Rea
r C
ontr
ol
2 1
08(0
77)
2
092
(05
1)
093
(22
0)
085
(17
9)
t
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 1
1 R
espi
rabl
e D
ust M
ean
and
Geo
met
rc M
ean
by L
ocat
ion
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
Uni
Jetszlig
U
niet
(szligu
Geo
m M
ean
11 0
05
Mea
n(SD
) 11
008
Mea
n(SD
) Gem Mean
(GSD
)
Uni
etiI
II00
5GM
D
ate
Loc
atio
n N
umbe
r U
niJe
tiI
Num
ber
Uni
Jet(
szlig (G
SD)
U
niet
iI
Uni
JetiI
i 10
08 G
Mof
11
005
of
1100
8 U
niJ
et(szlig
110
05
1100
8Sa
mpl
es
Sam
ples
10
-09
Cut
ter
Dr
Lef
t 2
248
(12
6)
2 2
46(1
25)
2
31(1
70)
2
29(1
71)
2
312
29=
101
10
-09
Rea
r C
ontr
ols
Lef
t 2
400
061
)
2 2
73(0
46)
3
83(1
51)
2
71 (
118
) 3
832
71=
141
10
-09
Ope
rato
r 1
148
0 2
108
(03
9)
lA8(
) 1
04(1
45)
1
481
041
42
10-0
9 C
utte
r D
ru R
ight
2
120
(06
6)
2 0
96(0
28)
1
10(1
79)
0
94(1
35)
1
100
94=
117
10
-09
Upper Conveyor
2 4
47(1
76)
2
372
(07
3)
429
(15
0)
368
(12
2)
429
36
8=1
17
10-0
9 R
ear
Con
trol
s R
ight
2
070
(06
4)
2 0
47(0
14)
0
53(3
03)
0
46(1
36)
0
530
46=
i 1
5
~
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Noz
zle
Typ
e Pa
yne
and
Dol
an
Oct
ober
9 2
003
Geo
m M
ean
Geo
m M
ean
Table 12 Respirable Quar Mean by UnietQi
Num
ber
of 1
1005
M
ean
(SD
) N
umbe
r of
110
08
Mea
n (S
D)
1100
5 G
MI
(GSD
) (G
SD)
Sam
ples
1
1005
Sa
mpl
es
1 10
08
1100
8 G
M11
005
1100
8 17
0
13(0
16)
18
0
10(0
094
) 0
078(
269
) 0
067(
264
) 0
780
67=
116
Tab
le 1
3 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Are
a or
Per
sona
l Sam
ple
Payn
e an
d D
olan
O
ctob
er 8
and
92
003
Uni
Jetl
U
niJe
t(I
Geo
m M
ean
Geo
m M
ean
Pers
ona
1100
5 11
008
Mea
n (S
D)
Mea
n (S
D)
(GSD
) D
nigraveJ
etQ
i 1 i
005
GM
(G
SD)
Dat
e or
Are
a N
umbe
r N
umbe
rU
niJe
ti11
005
Uni
JetlI
1100
8 U
niet
i
Uni
JetQ
U
niet
i110
08 G
MSa
mpl
e of
of
11
005
11 0
08
~ Sa
mpl
es
Sam
ples
LUgrave
10
-08
P 9
004
0(0
039)
10
~09
P 6
006
9(0
043)
6
005
4(0
026)
0
057(
202
) 0
048(
181
) 0
057
004
8=1
19
10-0
9 A
11
0
16(0
19)
12
0
13(0
11)
0
092(
303
) 0
080(
299
) 0
092
100
80=
1 1
5
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Dat
e W
orke
r
10-0
8 Fo
rem
a 10
-08
Ope
rato
r 10
-08
Skid
Ste
er
10-0
9 Fo
rem
an
10-0
9 O
pera
tor
10-0
9 R
ear
Con
trol
s
~
Tab
le 1
4 R
espIgrave
Tab
le Q
ua M
eans
and
Geo
met
rc M
ean
by W
orke
r
Payn
e an
d D
olan
O
ctob
er 8
and
9 2
003
G
eom
Num
ber
Num
ber
Gom
M
ean
of
Mea
n(SD
) of
M
ean
Mea
n(SD
) (G
SD)
Uni
et(I
U
nigraveet
(szlig
Uni
Jet(
szlig (G
SD)
Uni
Jet(
szlig 11
008
Uiugrave
Jet(
szlig11
005
1100
5 11
008
Unigrave
et(
szlig 1
1008
Sa
mpl
es
Sam
ples
11
005
3 0
072(
005
5)
3 0
046(
403
) 3
001
8(0
0062
) 3
001
7(1
46)
3 0
029(
002
5)
3 0
023(
229
) 2
003
9(0
022)
2
004
1(0
029)
0
035(
182
) 0
036(
218
) 2
012
(00
28)
2 0
080(
000
85)
012
(12
7)
008
0(1
11)
2 0
052(
003
5)
2 0
041(
002
2)
004
6(2
06)
003
8(1
77)
Uni
Jet4
110
05 G
MI
Uni
Jet(
szlig 11
008
GM
003
50
036=
97
012
00
80=
15
004
60
038=
121
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Tab
le 1
5 R
espi
rabl
e Q
uar
Mea
n an
d G
eom
etrc
Mea
n by
Loc
atio
n Pa
yne
and
Dol
an
Oct
ober
8 a
nd 9
200
3 U
niet
lszlig
Unicirc
Jetauml
G
eom
Geo
m
1100
5 M
ean(
SD)
1100
8 M
ean(
SD)
M
ean
Mea
n (G
SD
) U
niet
lI 1
1005
GM
I D
ate
Loc
atio
n N
umbe
r U
niet
lI
Num
ber
Unicirc
J et
tj (G
SD)
Uni
JetC
I
Uni
ettj
1100
8 G
Mof
11
005
of
1100
8
Uni
etlI
1
i 005
Sa
mpl
es
Sam
ples
11
008
014
(17
2)
013
01
4=9
310
-09
Cut
ter
Dr
Lef
t 2
014
(00
93)
2 0
15(0
079
)
013
(20
1)
018
(13
1)
018
(1
38)
018
01
8==
1i 0
-09
Rea
r C
ontr
ols
Left
2
018
(00
50)
2 0
19(0
059
) 0
0490
2
003
3(0
028)
0
049
002
6(2
67)
004
90
026=
188
10-0
9 O
pera
tor
1
005
9(2
11)
004
90
059=
083
10-0
9 C
utte
r D
r R
ight
2
005
4(0
034)
2
0
067(
004
6)
004
9(1
94)
029
(00
96)
036
(23
7)
028
(14
1)
036
02
8=1
2910
-09
Upper Conveyor
2 0
43(0
33)
2
002
2(1
85)
002
4(1
97)
002
20
024=
92
i 0-0
9 R
ear
Con
trol
s R
ight
2
0
024
(00
14)
2 0
027(
001
7)
~ (r
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Figure 1 Water flow meterS
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Figue 2 Cutter drm water supply pressire gauge
27
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Figure 3 GPS igravenstniment location
iB
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Figure 4 Area sampling array
aq
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
-- PLAN VIEgraveW
SIDE VIEW
KEY Acirc Machine mounted dust
monitoring locations
3D VIEW I Milling crew dustmonitoring locations
(shown igraven plan view only)
Figure 5 Area Sample Locations
3Otilde
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers
Figure 6 Operator and foreman Foreman is operating right rear controls
31
Figure 7 Position of operator and locatigraveons of personal and area samplers