Honda Hydraulic Power Unit - Clemson...
Transcript of Honda Hydraulic Power Unit - Clemson...
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Professional Engineers and Scientists Design • Consulting • Testing and Inspection
Members in AAFS, ACS, ANSI, ASM, ASME, ASNT, ASQ, ASTM, AWS, BOMA, FSCT, IAAI, IWCA, NACE, NCSL, NFPA, SAFS, TAPPI GEORGIA SOCIETY OF PROFESSIONAL ENGINEERS, NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
In the state of North Carolina, Engineering Services will be provided by ATS Engineering, PLLC or a properly licensed subcontractor In the state of New York, Engineering Services will be provided by Neville W. Sachs, P.E., PLLC or a properly licensed subcontractor
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ATS450, 4/18/12 Proprietary Document
Mechanical Integrity Report for the
ICAR – Honda Hydraulic Power Unit
at
208 North Palmetto Boulevard
Clemson, South Carolina 29631
Inspection: 8 October 2012
Prepared by: George E. Matthews, E.I.T. Senior Consultant
Reviewed by: Jeremy M. Orr, P.E., C.W.I. Principal Engineer - Manager
Purchase Order Number: CU00134445 ATS Job Number: 187436
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Table of Contents
Page 2 of 9 ATS450, 4/18/12 Proprietary Document
Table of Contents General Information, Background, Equipment Orientation and Access
Page 3
Present Condition and Analysis Page 4 Action Items Page 6 Future Inspections, Personnel Qualifications and Reference Industry Codes and Standards
Page 7
Photographs Page 8 Appendix A: NDE Report Appendix B: Calculations Summary
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
General Information, Background, Equipment Orientation and Access
Page 3 of 9 ATS450, 4/18/12 Proprietary Document
Design Pressure Unknown Design Temperature Unknown Operating Pressure Atmospheric Operating Temperature Ambient Contents Diesel Specific Gravity 0.83 Shell Length x Width x Height 4’-11” x 2’-6” x 1’-7”
Manufacturer Pneumatic and Distributors Inc.
Year Constructed Unknown Serial Number 96 8300 UL Number Unknown Material Unknown Carbon Steel Previous Inspection None Drawing(s) None
NDE Performed by Jesse Showalter (VT) Stan Sullivan (UTT)
Background This report contains the results of the inspection, analysis and action items regarding the ICAR Honda Hydraulic Power Unit. The inspection included an external visual inspection and applicable NDE to the accessible portions of the tank. Equipment Orientation The zero references as discussed in this report were as follows: • The tank was oriented according to the primary direction each shell faced (refer to the roll-
out in Appendix A). • All nozzles and manways were individually oriented with 0° at the top of the individual
nozzle and manway necks (towards the top of the tank) and progressed to 360° in a counterclockwise direction.
Equipment Access No scaffolding was constructed for the inspection. The tank was accessible from the ground.
Overall View
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Present Condition and Analysis
Page 4 of 9 ATS450, 4/18/12 Proprietary Document
External Present Condition Minor dirt and debris buildup was observed on the top plate. Minor staining was observed on the shell. Minor coating failure was observed on the East and West shell nozzle covers. Minor general surface corrosion was observed on the support system at areas of coating failure. No normal vent or emergency vent was located at the time of inspection. No grounding cable was located. Analysis The tank was analyzed as STI SP001 Category 3 for the operating parameters as provided by the client. The tank lacked proper normal and emergency venting requirements per UL 142. The required normal vent size is NPS 1¼. The required emergency vent size is NPS 2. A summary of the ultrasonic thickness measurements is located in the Summary of Thickness Measurements table that immediately follows. The completed NDE Report is located in Appendix A. The calculations summary is located in Appendix B. Calculated minimum required thicknesses are exclusive of any corrosion allowance.
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Present Condition and Analysis
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Summary of Thickness Measurements
0.239 0.383 0.382 0.2810.250 0.258 0.257 0.1870.135 0.139 0.139 0.1010.250 0.255 0.255 0.1870.135 0.138 0.136 0.1010.135 0.136 0.136 0.101
North Shell
Minimum Measured Thickness (inches)
ComponentPrevious
Thickness (inches)
Average Measured Thickness (inches)
Top Plate
Legend> 10% Above Minimum Required
Assumed, per STI SP001 7.2.4
East ShellSouth Shell
Bottom PlateWest Shell
Corrosion Rate
(inches/year)
Remaining Life
(years)
Minimum Required Thickness (inches)
At Minimum Required or BelowWithin 10% of Minimum Required
Corrosion rates and remaining life calculations cannot be performed until a second set of UT measurements is acquired.
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Action Items
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Action Items The following are the prioritized action items based on the observations and findings at the time of the inspection: No. Item Priority
1 A NPS 1¼ normal vent should be installed on the tank, per UL 142. 1
2 A NPS 2 emergency vent should be installed on the tank, per UL 142. 1
3 The carbon steel components should be cleaned and coated to prevent further deterioration. 3
4 Proper grounding should be verified or installed. 3
Legend
Priority 1 High likelihood and consequence of failure. Critical Code or Standard deficiency. May not be fit for continued service without repair.
Priority 2 Medium likelihood and consequence of failure.
Priority 3 Low likelihood and consequence of failure. Non-critical Code or Standard deficiency. Industry best practice or preventative maintenance. Housekeeping items.
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com Future Inspections, Personnel Qualifications and Reference Industry Codes
and Standards
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Future Inspections Per STI SP001 Table 5.5 for Category 3 tanks, the tank should be externally re-inspected and leak tested within 10 years. The tank should be periodically inspected by a competent person, per the guidelines in STI SP001 Section 6. According to the Clemson University Spill Prevention Control and Countermeasure (SPCC) Plan, the tank should be re-inspected within 10 years. Personnel Qualifications Jeremy M. Orr SC PE # 27219 API 653 # 27205 STI # AC11307
GA, AL, ME, FL, LA, TX, SC, CA registered Professional Engineer; Mechanical Engineer with 13 years experience in inspection, evaluation, repair and design in various industries; AWS CWI, API 653 / 510 / 570 / 580 / 571/ 577 certified; STI certified inspector; NACE coating inspector level I certified; ASNT certified level II VT; SPRAT level I certified rope access technician; ATS certified Level II UTT, MT, PT, VT per SNT-TC-1A; active member of TAPPI, AWS, NACE International, ASME
George E. Matthews GA Registered Engineer-in-Training, Mechanical Engineer with 3 years experience in inspection, evaluation, repair and design in various industries
Jesse B. Showalter GA Registered Engineer-in-Training, Mechanical Engineer with 3 years experience in inspection, evaluation, repair and design in various industries
Peter Dudley ATS certified Level II UTT, MT, PT per SNT-TC-1A Joey Laprade ATS certified Level II UTT, MT, PT per SNT-TC-1A Reference Industry Codes and Standards Clemson University, Spill Prevention Control and Countermeasure Plan STI SP001, Standard for the Inspection of Aboveground Storage Tanks UL 142, Steel Aboveground Tanks for Flammable and Combustible Liquids
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Photographs
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Photo 1: Overall view of the tank.
Photo 2: View of the top plate.
APPLIED TECHNICAL SERVICES, INC.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Photographs
Page 9 of 9 ATS450, 4/18/12 Proprietary Document
Photo 3: View of minor general surface corrosion at areas of
coating failure.
Photo 4: View of nozzles on top plate.
Top Plate Minor dirt/debris was observed. Otherwise, no visible deterioration or damage was observed.
Shell Minor staining was observed. Otherwise, no visible deterioation or damage was observed.
Bottom Plate No visible deterioration or damage was observed.
Nozzle / Manway / Repad No visible deterioration or damage was observed.
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA
Nameplate Information
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Coating Minor coating failure was observed on the East/West wall nozzle covers.
Condition / Comments
Ser. No.: 96 8300
APPLIED TECHNICAL SERVICES, INC.Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
Component
Appendix A: NDE Report
External Visual Inspection:
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Notes:
Interstitial Space Not applicable.
Internal Visual Inspection:
Component Condition / Comments
Grounding Cable None located at the time of inspection.
No relief device was located.
Relief / Vent(s) - Interstitial Space Not applicable.
Weld Seam No visible deterioration or damage was observed.
Support System Minor general surface corrosion was observed at areas of coating failure.
Relief / Vent(s) - Main Tank
Anchor Bolt / Saddle / Lug No visible deterioration or damage was observed.
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA
APPLIED TECHNICAL SERVICES, INC.Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Appendix A: NDE Report
Top:Plan View: (AS SEEN FROM ABOVE)
Rollout / Nozzle Locations (NOT TO SCALE):
Bottom:
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
West Wall: East Wall:
North Wall: South Wall:
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Top:
Notes:A> 10% Above Minimum Required
Within 10% of Minimum Required
Legend
5 0.281
1 0.281
3
At Minimum Required or Below
0.281
0.281
0.382
0.384
Readings were taken across each shell starting at 2" from the left edge, evenly spaced across the shell, and ending 2" before the right edge.
0.383
APPLIED TECHNICAL SERVICES, INC.
UTT Inspection Location (A)
4
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA
Appendix A: NDE Report
Ultrasonic Thickness Measurements:
East to West Minimum Measured Thickness (inches)
Minimum Required Thickness (inches)
Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
0.384
0.384
2 0.281
ATS460, 4/18/12 Honda Hydraulic Power Unit.xlsATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Bottom:
Notes:A
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA
At Minimum Required or Below
Legend
Ultrasonic Thickness Measurements:
UTT Inspection Location (A)
Appendix A: NDE Report
Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
Readings were taken across each shell starting at 2" from the left edge, evenly spaced across the shell, and ending 2" before the right edge.
Minimum Required Thickness (inches)
APPLIED TECHNICAL SERVICES, INC.
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
> 10% Above Minimum Required
Within 10% of Minimum Required
0.1362 0.101
5 0.101
4 0.101 0.136
0.136
0.101 0.136
0.101 0.136
East to West Minimum Measured Thickness (inches)
3
1
ATS460, 4/18/12 Honda Hydraulic Power Unit.xlsATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
UTT Inspection Location (A)
Shell Ultrasonic Thickness Measurements:
Appendix A: NDE Report
APPLIED TECHNICAL SERVICES, INC.
0.1360.138
0.2550.255
0.2550.255
0.1390.137
3 0.1390.139
0.258
0.25512
North Minimum Measured Thickness (inches)
0.13940.1010.101
5 0.139
0.257
0.1390.101
0.1010.101
0.258
0.259
Minimum Required Thickness (inches)
West Minimum Measured Thickness (inches)
East Minimum Measured Thickness (inches)
South Minimum Measured Thickness (inches)
2
UTT Inspection Location (A)
Minimum Required Thickness (inches)
5 0.1874 0.1873 0.187
0.187
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Notes:A
Within 10% of Minimum Required
At Minimum Required or Below
Legend
> 10% Above Minimum Required
0.1380.2571 0.187
Readings were taken across each shell starting at 2" from the left edge, evenly spaced across the shell, and ending 2" before the right edge.
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Notes:A Threaded
B Bolted cover
Corporate Office: Marietta, GA • Branch Offices: Birmingham, AL • Mobile, AL • Jacksonville, FL • Augusta, GA • Savannah, GA • Louisville, KY • Baton Rouge, LA APPLIED TECHNICAL SERVICES, INC.
Shreveport, LA • Wilson, NC • Charleston, SC • Columbia, SC • Greenville, SC • Chattanooga, TN • Memphis, TN • Arlington, VA • Chesapeake, VA • Rockville, VA
1049 Triad Court, Marietta, Georgia, 30062 • (770) 423-1400 Fax (770) 514-3299 • www.atslab.com
Appendix A: NDE ReportNozzles / Manways / Reinforcement Ultrasonic Thickness Measurements:
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
N14 18N/A Unknown
N16 0.5N15 18 B B
UnknownN/A UnknownN/A UnknownN/A Unknown
N3 0.5
N6
N/AN8 0.5
NPS
Nozzle Thickness (inches) Reinforcement Pad
Internal Projection (inches)
0° Scan 180° Width (inches)
Unknown
Thickness (inches)
N1 0.75 A A A None N/A
Nozzle
N/A Unknown
UnknownN2 0.75 A A A None N/A
2 A A A NoneA A A None
UnknownN5 0.5 A A A None N/A UnknownN4
A A A None N/A
N/A
UnknownN7 0.5 A A A None N/A Unknown
0.5
A A A None N/A UnknownN9 1.25 A A A None
N10 2 A A A NoneN11 1.25 A A A None
1.25 A A A None1.25 A A A None
N/A UnknownN12
B B B None N/A UnknownN13
B NoneA A A None N/A Unknown
N17 0.5 A A A None N/A Unknown
ATS460, 4/18/12 Honda Hydraulic Power Unit.xls
Rectangular Construction
Actual Capacity = U.S. gallons= in.= in.
Where:L = Length of the Tank (ft.) =W =Width of the Tank (ft.) =D = Depth of the Tank (ft.) =
Actual Capacity = U.S. gallons
Min. Design ThicknessSTI Min. Required Thickness
0.093
Per STI SP001 10.0, the minimum required thickness for Category 3 tanks is 75% of the original construction thickness. The original construction thickness for this tank was assumed to be 0.135" (10 gauge) and 0.250" based on measuring an uncorroded area per STI SP001 7.2.4. The minimum required thickness was calculated as 75% of that value.
146
UL 142: MINIMUM THICKNESS (s.g. less than or equal to 1.0)
APPLIED TECHNICAL SERVICES, INCORPORATEDCorporate Headquarters • 1049 Triad Court, Marietta, Georgia 30062 • 770.423.1400 • Fax 770.514.3299 • www.atslab.com
APPENDIX B: CALCULATIONS SUMMARY
4.922.501.58
UL 142: VENTING
146
(per UL 142 Section 17)0.101 / 0.187 (per UL 142 Section 25)
Wetted Surface Area (rectangular) = ft2
Normal Venting
Minimum Opening = NPS (per Table 8.2)
A vent opening must be in addition to the fill, withdrawal and liquid level gauge openings.The normal vent must be at least as large as the filling or withdrawal connection, whichever is larger.
Emergency Venting
Rectangular Minimum Opening = NPS (per Table 8.1)
The pipe size applies to lengths of not more than 12 in.
Emergency vents are not prohibited from use for normal venting.
1 1/4
23
2
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