Improved Pavement Performance and Customer Satisfaction ...Surfaces --OBSI Overall A -wtd Levels...
Transcript of Improved Pavement Performance and Customer Satisfaction ...Surfaces --OBSI Overall A -wtd Levels...
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Diamond Grinding
Improved Pavement Performance and
Customer Satisfaction Using
Diamond Grinding
1
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Looking Back In Time
In the not so
distant past noise,
ride quality, and
customer comfort
(functional
considerations)
took a back seat
to structural
considerations.
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Transportation Authorities React
Today Specifiers place greater emphasis
on tire/pavement noise, smoothness and
construction delays.
Development of tighter smoothness and new
noise specifications.
Development of low noise surface treatments.
Increased use of sound walls.
Night work becomes the norm.
Safety concerns still paramount!
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Diamond Saw Cut Surface Textures
Increasingly Specifiers are
utilizing diamond saw cut
surfaces to reduce
roughness, reduce noise
and increase the friction of
their pavements, bridges,
tunnels and runways.
Economical
Long-lasting
Effective
Environmentally Friendly Evergreen Floating Bridge- Washington
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What is Diamond Grinding?
Removal of thin surface layer of hardened PCC using closely spaced diamond saw blades
Results in smooth, level pavement surface
Provides a longitudinal texture with desirable friction and low noise characteristics
Frequently performed in conjunction with other CPR/CPP techniques, such as full/partial depth repair, undersealing/slabjacking, dowel bar retrofit, and joint resealing
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Blades and Spacers
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Saw Blade
Segment
Saw Blade
Core 0.105
(2.7 mm)
Spacer 0.110 (2.8 mm)
0.125 0.125 (3.2 mm )
Typical Conventional Diamond Grinding (CDG) Blade Configuration
Land Area 0.090 (2.3 mm)
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Diamond Grinding Equipment
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Diamond Grinding Process
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Conventional Diamond Ground Surface
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Milled Surfaces
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Milling Drum
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Impact vs Abrasion
Core
Segment
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Advantages of Saw-Cut Textures
Often cost less than AC overlays;
Enhances smoothness, surface friction and safety
Can be accomplished during off-peak hours with short lane closures
Texturing of one lane does not require grinding of the adjacent lane
Does not affect overhead clearances underneath bridges, signs or tunnels
Blends patching and other surface irregularities into a consistent, identical surface
Environmentally friendly
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Commodity Price Increases
0
200
400
600
800
1000
1200
1400
1600
1800
2000
Ind
ex V
alu
e (
1958 =
100)
Concrete PPI
Asphalt PPI
CPI
3.6% inflation
5.5% inflation
3.9% inflation
Last Time Trust Fund
Increased
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DG is Cost Effective and Predictable
$0.00
$1.00
$2.00
$3.00
$4.00
$5.00
$6.00
1998 2000 2002 2004 2006 2008 2010 2012
CD
G C
os
ts (
sq
/yd
)
Year
National Cost for Projects > Than 7,000 SY
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Pavement Problems Addressed
Faulting at joints and cracks
Built-in or construction roughness
Polished concrete surface - Increase friction
Wheel-path rutting
Inadequate transverse slope
Unacceptable noise level
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Joint Faulting
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Diamond Grinding can provide a significant improvement over the pre-grind profile!
I - 635
WB Lanes K1, K2 K3 & K4
152
61
0
50
100
150
200
250
Av
era
ge
IR
I
Before Average Average
After Average Average
Before Grinding 698 Bumps
After Grinding 29 Bumps
Before
Grinding
After
Grinding
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IRI of KY Interstate Pavements
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KTC Diamond Grinding Experience
IRI Improved from 112.1 to 74.5 in 5 years
Lowest recorded average IRI ever covering 536
lane miles
$188,000 per lane mile
Diamond grinding had an avg. cost of $2.75 per
sq. yd. in KY over a 5-year period
Provides favorable impacts related to the
performance criteria attached to Map-21 and
the Fast Act
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Safety, Surface Texture and Friction
Increased macro-texture of diamond ground pavement surface provides for improved drainage of water at tire-pavement interface
Longitudinal texture provides directional stability and reduces hydroplaning (side-force friction). Grooves provide “escape route” for water trapped between tire and pavement surface
In Wisconsin, overall accident rates for ground surfaces were 40% less than for un-ground surfaces over a 6-year period, 57% in wet weather conditions
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Tunnel Pavement Texturing
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Lower Ambient Temperaturesand Energy Costs
The light reflective color of PCCP means less energy
required for overhead lighting and cooling in urban areas.
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Can be used on asphalt too!
I-70 Missouri
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Unacceptable Noise Level
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Transverse Tining
For many years the
use of transverse
tining created the
perception that all
concrete pavement is
noisy.
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NCPTC OBSI Testing In 5 years the National Concrete Pavement
Technology Center tested over 1500 unique textures Transverse Tining
Longitudinal Tining
Diamond Ground
Diamond Grooved (Longitudinal, Transverse)
Shot Peened
Exposed Aggregate
Pervious Concrete
HMA and Surface treatments
Hundreds of Miles in 20 States and 6 Countries
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NCPTC OBSI Testing
29
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NCPTC Noise Catalogue
Research conducted
by the National
Concrete Pavement
Technology Center
shows diamond
grinding as the most
quiet PCCP surface
texture commonly
used.
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Caltrans & ADOT Testing
31
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Purdue-Tire Pavement Testing Apparatus
32International Grooving and Grinding Association
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MNROAD Field Validation of TPTA
33International Grooving and Grinding Association
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Duluth Minnesota NGCS
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Comparison to Other Pavement Surfaces
99.099.4
100.2
102.1
102.8103.2
103.9
94
96
98
100
102
104
106
108
110
So
un
d In
ten
sit
y L
evel,
dB
A
Pavement Section
Arizona I-10 NGCS Test Sections Compared to Other
Surfaces --OBSI Overall A-wtd Levels
NGCS
Lane 1
CDG
Typical 4
-5 Yr Old ARFC
2002
ARFC Test Section
Longitudinal
Tining
NGCS
Lane 2
35International Grooving and Grinding Association
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NGCS is Built Using DG Technologies
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International Grooving and Grinding Association 37
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3/27/2019 International Grooving and Grinding Association 38
Why Grooving?
Grooves provide “escape route” for water
trapped between tire and pavement
surface
Increases macro-texture of pavement
surface.
Reduces the potential for hydroplaning
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Reduced Splash and Spray
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3/27/2019 International Grooving and Grinding Association 40
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CALTRANS Grooved Pavement Study
Study conducted over a four-year period
All grooved and un-grooved control sections located on freeways in urban Los Angeles County
Study includes 322 lane-miles of grooved pavement
Study includes 750 lane-miles of un-grooved control sections
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Caltrans Grooving Research
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Effects of Groove Geometry
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California SR 58 - 10 Years Old
43.2
35.9
38.5
18.2
40.8
14.5
50.5
40.2
48.3
41.6
55.0
39.6
53.6
36.8
54.4
36.4
53.8
41.4
54.253.3 53.9
52.5
0
10
20
30
40
50
60
Fric
tio
n (
FN40
)
LongTined
Burlap Drag Textures
Not Grooved Grooved
Conventional Diamond Ground Textures
Not Grooved Grooved
Long Broom
and Long
Groove
120 120 105 120 120
R S R S R S R S R S R S R S R S R S R S R S
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Noise vs. Friction
International Grooving and Grinding Association 45
100
102
104
106
108
110
112
10 20 30 40 50 60 70 80
Average DFT/CTM-Estimated SN40S (ASTM E 274 Skid Trailer, Bald Tire)
Avera
ge O
BS
I Level (d
BA
)
Diamond Grinding
Drag
Longitudinal Tining
Transverse Tining
Other
Fn Friction Number
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NGCS Site Locations in The USA
5
5
7
2
2
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TXDOT NGCS Usage
TxDOT - Houston District
(the largest DOT district in
the state) incorporated
NGCS into several major
highways, including I-10,
Harris County’s U.S. 290,
and the 610 Loop.
Houston has constructed
approximately 3 million
square yards of NGCS as
of 2018.
International Grooving and Grinding Association 47
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In Summary
Motorists are increasingly demanding safe, smooth,
quiet and delay free roadways while funding
necessary to meet these needs remains elusive.
Diamond saw-cut textures are a time proven, cost
effective means of providing consistently smooth,
quiet and safe textures at a cost often lower than
asphalt overlays.
Diamond saw-cut textures are not as subject to
inflationary pressures as asphalt based products.
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In Summary
Diamond grinding can provide sustainable benefits
such as increased pavement longevity, increased fuel
economy, reduced noise and resource conservation
Diamond grinding can extend pavement life
significantly at a competitive cost
IGGA is ready to assist!
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Visit Us on the Web
International Grooving and Grinding
Association
at
igga.net
THANK YOU!