passflex for integration of asphalt mix design, pavement design, and performance ... ·...
TRANSCRIPT
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PASSFlex for Integration of Asphalt Mix Design, Pavement Design, and Performance-Related Specifications
Presented at the 2019 Southeastern States Pavement ConferenceLouisville, KY
October 10, 2019
Y. Richard KimJimmy D. Clark Distinguished University Professor
North Carolina State University
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What is PASSFlex? Test Methods, Models, and Software
Programs Performance-Engineered Mix Design Performance-Related Specifications Concluding Remarks
Outline
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Performance Specifications Strategic Roadmap: A Vision for the Future
Federal Highway Administration (2004)
Vision: The performance of highway facilities will improve through better translation of design intent and performance requirements into construction specifications.
Mission: To establish performance specifications as a viable contract option.
"Freedom to innovate with accountability to deliver is the driving force behind the performance specification movement.” - Ted Ferragut, TDC Partners, Ltd
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System of “tools” for asphalt mix design, pavement design, and performance-related specifications• Test methods using Asphalt Mixture Performance
Tester (AMPT)• Mechanistic models• Software programs
Based on fundamental engineering principles• Seamless integration of mix design, pavement design,
and PRS• Efficient testing to cover a wide range of loading and
environmental conditions
What is PASSFlex?
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Fatigue cracking (bottom-up and top-down)
Thermal cracking Rutting Aging
Distresses Covered
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AMPT
MixtureTestingSystem
FlexMATTM
MixtureAnalysisProgram
FlexPAVETM
PavementPerformance
AnalysisProgram
FlexMIX
PerformanceEngineeredMix Design
PASSFlex
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AMPT Test Methods
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Asphalt Mixture Performance Tester
8
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AMPT Performance Testing Suite
Test Method
AASHTO Spec.
Specimen Geometry
Material Properties
Index Parameter
Required Testing
Time
Dynamic Modulus Test
PP 99/TP 132 38 mm D,110 mm H
|E*|, phase angle, t-T shift factor N/A 8 hrs
Cyclic Fatigue Test
PP 99/TP 133 38 mm D,110 mm H
Damage characteristic curve, DR failure criterion
Sapp 5 hrs
Stress Sweep Rutting Test
TP 134 100 mm D,150 mm H
Shift model coefficients ATR 8 hrs
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180 mm
150 mm
100 mm
150 mm110 mm
38 mm
100 mm
Rutting Test SpecimenE* and Fatigue Test Specimen
2 GyratorySamples
4 GyratorySamples
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Asphalt concrete layers are generally thinner than 100 mm Allow for performance testing individual layers of as-built
pavement
38 mm Specimen from Field Cores
130 mm
100 mm
110 mm
38 mm
25 mm
110 mmThin layer
Slide by Dave Mensching
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FlexMATTM
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Single Click Data Loading/Clearing
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Hierarchical Input Structure
14
Level 1
Level 2
Level 3
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FlexMATTM Analysis|E*| Mastercurve
Rutting Shift ModelFailure Criterion
Damage Characteristic Curve
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Analysis Summary and Outputs
16
Export to FlexPAVETM
Input toPavement ME
Index Parameter
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FlexPAVETM
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FlexPAVETM ver 1.1
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Field Validation
LOE
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Index-based PEMD• Use index parameters to pass/reject volumetric mix
design
Predictive PEMD• Use predicted life to optimize aggregate gradation and
asphalt content for the design air voids• Use performance-volumetric relationship (PVR)
developed from ‘four corners’ of volumetric space• Developed PVR can be used to develop pay tables in
PRS.
Performance-Engineered Mix Design
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Index Parameters
21
AMPT
MixtureTestingSystem
FlexMATTM
MixtureAnalysisProgram
ATRAllowable
Trafficfor Rutting
SappApparentDamageCapacity
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Thresholds of Sapp
Traffic (million ESALs) Sapp Limits Tier Designation
Less than 10 Sapp > 8 Standard S
Between 10 and 30 Sapp > 24 Heavy H
Greater than 30 Sapp > 30 Very Heavy V
Greater than 30and slow traffic Sapp > 36 Extremely Heavy E
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Thresholds of ATR
Traffic (million ESALs) Tier Designation
Less than 2 Light L
Between 2 and 10 Standard S
Between 10 and 30 Heavy H
Greater than 30 Very Heavy V
Greater than 30and slow traffic Extremely Heavy E
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Project Location MixRutting Cracking Allowable
TrafficDominant DistressAllowable Traffic Allowable Traffic
ALF Washington DC
Control H S S CrackingCR-TB E H H Cracking
SBS E V V Cracking
Maine -PEMD Maine
AC-0.5% E S S CrackingAC-Target V S S CrackingAC+0.5% H S S CrackingAC+1% S H S Rutting
MIT-RAP Manitoba, Canada
50RSB L H L RuttingC L S L Rutting
15R L H L Rutting50R L H L Rutting
MIT-WMA
Manitoba, Canada
Advera L S L RuttingControl L S L Rutting
Evotherm L S L RuttingSasobit L S L Rutting
NC DOT -ABC
Project
North Carolina
RB25.0B E S S CrackingRI19.0B S L L CrackingRI19.0C V S S CrackingRS9.5B L S L RuttingRS9.5C V S S Cracking
KEC Korea ASTM L S L RuttingPMA V S S Cracking
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Performance-Volumetric Relationship (PVR)
Functions to predict the pavement performance using measurable Acceptance Quality Characteristics (AQC’s).
Allows to use the current QA data collection methods in PRS applications
Performance = f (VMAIP, VFAIP, %ACeff)PVR
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Analysis in Volumetric Space
In Place Density
Binder Content
Finer for Fine Gradation & Coarser for Coarse Gradation
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Selection of PVR Calibration ConditionsFindings with Maine Shadow Project Mixture
50
60
70
80
90
12 14 16 18 20 22
VFA I
P
VMAIP
MaineDOT Tested
NCSU Tested
7.5
6.5
5.5
4.5
3.5
2.5
VAIP
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Selection of PVR Calibration ConditionsFindings with Maine Shadow Project Mixture
Cracking Rutting
0
5
10
15
20
0 5 10 15 20
Pred
. % D
amag
e fr
om P
VR
% Damage from FlexPAVE
PredictionCalibration
0
1
2
3
0 1 2 3
Pred
. AC
Rut D
epth
(mm
) fr
om P
VR
AC Rut Depth (mm) from FlexPAVE
PredictionCalibration
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Predictive PEMDExample, PVR Function Predictions
Life in Years
Cracking Rutting
VFA IP
VFA IP
VMAIP VMAIP
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Predictive PEMDExample, Finding Mixture Design
Minimum of Rutting and Fatigue
VFA IP
VMAIP
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Predictive PEMDExample, Finding Mixture Design
AC
AV
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AC
AV
Predictive PEMDExample, Finding Mixture Design
4% AV
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AC
AV
Predictive PEMDExample, Finding Mixture Design
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AC
AV
Predictive PEMDExample, Finding Mixture Design
Performance Optimum
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AC
AV
Predictive PEMDExample, Finding Mixture Design
Performance Optimum
CUW 70
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Predictive PEMDExample, Final Mixture Design
Gradation Asphalt Content and Stockpile Percentages
CUW ACStockpile
Contribution#78 DS WS RAP
70 6.5 44 13 43 30
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FlexMIX for PVR Analysis
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Automatic Determination of Optimal Gradation and Binder Content
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Example Pay Tables in PRS
Pay FactorQA VMA @ Ndes = 13%
QA Vbe @ Ndes11 10 9 8 7
In-Place A.V.
4 101.5 100.0 100.0 93.9 67.35 100.3 100.0 100.0 84.9 60.06 100.0 100.0 96.3 73.7 0.07 100.0 100.0 88.2 60.0 0.08 100.0 97.1 78.3 0.0 0.09 100.0 89.8 65.9 0.0 0.0
10 96.1 80.8 60.0 0.0 0.011 89.3 69.7 0.0 0.0 0.012 81.1 60.0 0.0 0.0 0.0
Pay FactorQA VMA @ Ndes = 14%
QA Vbe @ Ndes11 10 9 8 7
In-Place A.V.
4 102.3 102.1 101.0 100.0 100.05 101.4 101.1 100.0 100.0 95.56 100.4 100.0 100.0 100.0 87.17 100.0 100.0 100.0 97.3 76.68 100.0 100.0 100.0 89.7 63.59 100.0 100.0 97.5 80.3 60.0
10 100.0 100.0 90.5 68.6 0.011 100.0 95.8 81.9 60.0 0.012 97.3 89.2 71.4 0.0 0.0
Pay FactorQA VMA @ Ndes = 15%
QA Vbe @ Ndes11 10 9 8 7
In-Place A.V.
4 101.6 102.4 102.6 102.0 100.25 100.8 101.6 101.7 100.8 100.06 100.0 100.7 100.6 100.0 100.07 100.0 100.0 100.0 100.0 100.08 100.0 100.0 100.0 100.0 98.19 100.0 100.0 100.0 100.0 90.9
10 100.0 100.0 100.0 97.6 82.011 100.0 100.0 100.0 90.9 70.912 100.0 100.0 95.1 82.7 60.0
Pay FactorQA VMA @ Ndes = 16%
QA Vbe @ Ndes11 10 9 8 7
In-Place A.V.
4 100.0 101.4 102.4 102.9 102.65 100.0 100.6 101.6 102.0 101.66 100.0 100.0 100.8 101.1 100.57 100.0 100.0 100.0 100.0 100.08 100.0 100.0 100.0 100.0 100.09 100.0 100.0 100.0 100.0 100.0
10 100.0 100.0 100.0 100.0 100.011 100.0 100.0 100.0 100.0 97.412 98.0 100.0 100.0 99.3 90.9
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Shadow Project Two-day AMPT hands-on training workshop at
NCSU On-site training at the shadow agency’s lab Proficiency testing Mix design using PEMD Development of life tables using PVR Collection of construction mix samples Comparison of PEMD-based PVR and PVR
developed from construction samples Shadow PRS application
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WA
OR
CA
MT
ID
NV
AZ
UT
WY
CO
NM
TX
OK
KS
NE
SD
NDMN
IA
MO
AR
LA
MSAL
GA
FL
SCTN
NC
IL
WI MI
OHIN
KY
WV VA
PA
NY
ME
VTNH
NJDE
MD
Washington D.C.
MA
CTRI
AK
HI
PRS Shadow Projects - USA2018
2019
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PASSFlex is a system of test methods, mechanistic models, and software programs.
PASSFlex allows the integration of mix design, pavement design, and PRS.
FlexMATTM, FlexPAVETM, and FlexMIX are available upon request.
Southeastern states are welcome to participate in the shadow project!
Concluding Remarks
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PASSFlexStructural Design(materials/thickness)
gecan.ca
Richard Kim
Mixture DesignMaterial Characterization
fhwa.gov
Construction(QA; QC)
Rutting
Cracking
Slide by Prof. Kevin Hall
Thank you!