april 24-26, 2006
DESCRIPTION
TRB AFK10 Committee on General Issues in Asphalt Technology Update on NCAT Test Track and Other Research Results. April 24-26, 2006. Test Track Studies. Phase I--October 2000 to December 2002 Phase II--January 2003 to December 2005 Phase III--January 2006 to December 2008. - PowerPoint PPT PresentationTRANSCRIPT
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TRB AFK10 Committee on General Issues
in Asphalt Technology
Update on NCAT Test Track and Other Research Results
April 24-26, 2006
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Test Track Studies
• Phase I--October 2000 to December 2002
• Phase II--January 2003 to December 2005
• Phase III--January 2006 to December 2008
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Implementation of Results from Phase I
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Alabama
• Increased use of fine-graded mixes
• Increased use of modified asphalt
• Use more SMA and OGFC mixes
• Increased asphalt contents by lower lab compaction effort
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Florida
• Use more fine-graded mixes
• Use more modified asphalt
• Verification of HVS results– Looks reasonable
for mixture comparisons
– Still looking at structural comparisons
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Georgia
• Compared SMA to Superpave– Have used SMA
under OGFC on Interstates
– Will begin to use Superpave under OGFC in some areas to reduce costs
– SMA appears to be more durable
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Indiana
• Validation of accelerated loading device– Does not appear to
work satisfactorily for structural work
– Appeared to give reasonable answers for mixture studies
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Mississippi
• Beginning to place SMA using gravel aggregate
• Increased allowance of limestone in surface from 30 to 50%
• Evaluating 4.75mm mix at track. Based on good performance they expect to use more of these mixes
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Missouri
• Looking at using lower compactive effort for SMA
• Looking at using higher LA abrasion aggregates for SMA
• Evaluating mechanistic/empirical design procedures
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North Carolina
• Use more fine-graded mixes– Required revising
the Ninitial requirements
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Oklahoma
• Using track to adjust mechanistic/empirical design procedure
• Beginning to use SMA• Gained confidence in
specifying loaded wheel test
• Initial work at track made implementation of Superpave easier
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South Carolina
• Approved one aggregate source with high LA abrasion based on work at track
• Another aggregate source was rejected because it polished under traffic
• Based on Mississippi work South Carolina has begun to used smaller max aggregate size mixes
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Tennessee
• Building their first OGFC
• Beginning to place some SMA with gravel
• Beginning to use higher asphalt contents
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Research Findingsfrom Phase II
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STRUCTURAL STUDY
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MEASURED PAVEMENT RESPONSE
-400
-300
-200
-100
0
100
200
300
400
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2
Time, sec
Long
itudi
nal M
icro
stra
in
ALL ALC ALR
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STRUCTURAL STUDY FINDINGS
• Pavement Response Measured at Known Temperatures• Mechanistic Pavement Analysis Approach Validated• Pavement Response Predicted at All Temperatures• Damage (Strains) Accumulated with Each Axle Pass• Mechanistic-Empirical Pavement Design Calibrated• Both 5” Sections Failed (Slightly Later than Expected)• Fatigue Cracking Now Exists in 7” Sections (Much
Later)• No Cracking Observed in Either 9” Section
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• Fine Graded Mix Performance Comparable to Coarse
• Change to Modified Asphalt Cuts Rutting in Half• Bumping Modified AC ½ % Doesn’t Increase
Rutting• Experimental Mixes Field Proven (e.g., Gravel
SMA)• Aggregates Safely Evaluated (e.g., Polishing)• Field Correlations Prove Laboratory Test Methods
• Findings Lead to Sponsor Specification Changes
MIX STUDY FINDINGS
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SYNTHETIC FUEL STUDY
1.03
0.97 0.971.01 0.99
1.031.00
0.94 0.94 0.930.95 0.93 0.94
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.1
1.2
8/23/2005 9/13/2005 10/4/2005 10/25/2005 11/15/2005 12/7/2005
Date of Operation
Trea
tmen
t mpg
/ C
ontr
ol m
pg (F
ilter
ed A
vera
ge o
f 3 o
r M
ore
Trip
s)
Filtered mpg Ratio (#4/#3) Treatment
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Warm Asphalt Test, 2005
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QUIET PAVEMENTS (INSIDE LANE)
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Test Section Layout
S 4 S 5 S 6 S 7 S 8
Layer 1 (1¼ inches) < 4.75 SMA 4.75 SMA 9.5 SMA 4.75 DGA 9.5 DGA
Layer 2 Track
South Tangent
N 5 N 6 N 7 N 8 N 9
Layer 1 (1 ¼ inches) AZ OGFC AZ OGFC AZ OGFC PEM PEM
Layer 2 (1 ¼ inches) Track AZ OGFC PEM PEM Track
North Tangent
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82
84
86
88
90
92
94
96
OGFC/PEM
Thick
OGFC
Thin O
GFCPEM
TRZ
Thick
PEMARZ
BRZ
Thin P
EMSM
A
No
ise
Le
ve
l (d
B(A
) -
45
mp
h
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Items to investigate in Phase III
• Mechanistic Pavement Design Procedure– Work with NCHRP 1-40– Overlay design concepts
• Mill and Overlay with various Mixtures
• Leave in place for additional traffic
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Proposed Schedule for Phase III
• Approximately 12 sponsors on board at this time• Test Plan finalized by January 2006• Project advertised in February 2006• Construction begins in April 2006• Construction completed by October 2006• Traffic starts immediately• 10 million ESALs in 2 years• Project completed in December 2008• Website: pavetrack.com
ncat.us
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Other work with National Significance
• Effect of layer thickness on compaction• Evaluation of performance tests• Effect of mix type on noise• Performance of warm mix asphalt• Effect of aggregate and mix type on
friction• Calibration of profilographs and
profilometers
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Endurance Limit of Hot Mix Asphalt Mixtures to Prevent Fatigue Cracking in Flexible
Pavements
Ray BrownBrian Prowell
NCHRP 9-38