Comprehensive Truck Size and Weight Limits Study: Pavement Comparative Analysis Technical Report
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Contact Information: FreightFeedback@dot.gov
June 2015
Table of Contents
- Executive Summary
- Chapter 1. Pavement Comparative Analysis
- Chapter 2. Selection of Pavement Sections
- Chapter 3. Results of Pavement Analysis To Predict Impact of Scenario Traffic
- Chapter 4. Scenario Impacts
- Chapter 5. Current Impacts of Overweight Vehicles
- Appendix A. Revised Pavement Desk Scan Report
- Appendix B. Project Plan/Schedule
- Appendix C. Climate Analysis Summary Data
- Appendix D. Identification of Common Soil Types for Analysis
- Appendix E. Climate Analysis Input Data Summary
- Appendix F. Preliminary Flexible and Rigid Pavement Performance Analysis
- Appendix G. Summary of ADTT for Various Interstate Volumes and Other NHS Arterial from FHWA VMT Data
- Appendix H. Pavement Thickness and Type Groupings from HPMS 2012 Data
- Appendix I. Sample Flexible Pavement Sections
- Appendix J. Sample Rigid Pavement Sections
- Appendix K. Compilation of Base Case Pavement Analysis Tables
- Appendix L. Compilation of Comparison (Base Case to Scenarios) Pavement Analysis Tables
- Appendix M. Impacts of Scenarios on Predicted Life Factors
- Appendix N. Predicted Pavement Life Cycle Costs for Flexible and Rigid Pavements
- Appendix O. Impacts of Overweight Axles on Initial Pavement Service Intervals
List of Tables
- ES-1. Truck Configuration and Weight Scenarios Analyzed in the 2014 CTSW Study
- ES-2. Impacts of Study Scenario (Compared to Base Case) on Pavement Performance and Costs
- Table 1. Summary of Distress Type Target Values
- Table 2. Sample Flexible and Rigid Pavement Sections from LTPP Database
- Table 3. Truck Traffic Levels (Average Daily Truck Travel) by Geographic Grouping and Pavement Section
- Table 4. Summary of Distress Prediction Levels Identified in Study for the Triggering of Pavement Repairs
- Table 5. List of Assumptions for Expanding Pavement Structural Analysis
- Table 6. New Flexible Pavement Structure Characteristics
- Table 7. Rigid Pavement Structure Characteristics
- Table 8. Truck Configuration and Weight Scenarios Analyzed in the 2014 CTSW Study
- Table 9. Asphalt Overlay Thickness to be Applied for Existing Pavement Repairs
- Table 10. Rehabilitation Treatment Type and Frequency over 50-Year Pavement Performance Period
- Table 11. Pavement Cost Comparison of Base and Scenarios 3 and 4 for High Volume Flexible Pavement in Geographic Location #1
- Table 12. Service Interval and Life Cycle Cost Percent Changes by Scenario
List of Figures
- Figure 1. Overview of Sample Pavement Section Selection Approach
- Figure 2. Scenario 1 Changes in Interstate Tandem Axle Loads
- Figure 3. Scenario 2 Changes in Interstate Tandem Axle Loads
- Figure 4. Scenario 2 Changes in Interstate Tridem Axle Loads
- Figure 5. Scenario 3 Changes in Interstate Tandem Axle Loads
- Figure 6. Scenario 3 Changes in Interstate Tridem Axle Loads
- Figure 7. Scenario 4 Changes in Interstate Tandem Axle Loads
- Figure 8. Scenario 4 Changes in Interstate Single Axle Loads
- Figure 9. Scenario 5 Changes in Interstate Tandem Axle Loads
- Figure 10. Scenario 5 Changes in Interstate Single Axle Loads
- Figure 11. Scenario 5 Changes in Other NHS Single Axle Loads
- Figure 12. Scenario 6 Interstate Tandem Axle Weight Loads
- Figure 13. Scenario 6 Interstate Single Axle Weight Loads
- Figure 14. Scenario 6 Changes in Other NHS Single Axle Loads
List of Acronyms
Acronym | Definition |
---|---|
AASHO | American Association of State Highway Officials |
AASHTO | Association of State Highway and Transportation Officials |
ABrR | AASHTOWare Bridge Rating® |
ABS | anti-lock braking system |
AC | asphalt concrete |
ADT | average daily traffic |
AADTT | annual average daily truck traffic |
ADTT | average daily truck traffic |
AF | axle factors |
AGM | average gross mass |
ALF | axle load factors |
ARA | Applied Research Associates |
ASLRRA | American Short Line and Regional Railroad Association |
ASR | allowable stress rating |
BTS | Bureau of Transportation Statistics |
CAFT | constant-amplitude fatigue threshold |
CARB | California Air Resources Board |
CBO | Congressional Budget Office |
CMV | commercial motor vehicle |
CRCP | Continuously Reinforced Concrete Pavement |
CRF | Code of Federal Regulations |
CTSLW | Comprehensive Truck Size and Weight Limits Study |
CTSW | Comprehensive Truck Size and Weight Limits |
CVSA | Commercial Vehicle Safety Alliance |
DA | data agreement |
DOT | Department of Transportation |
EDFs | equivalent damage factors |
ESALs | equivalent single axle loads |
ESAR | equivalent single-axle radius |
ESWL | equivalent single-wheel load |
FAF | Freight Analysis Framework |
FEA | finite element analysis |
FHWA | Federal Highway Administration |
FMIS | Financial Management Information System |
FMVSS | Federal Motor Vehicle Safety Standard |
FRA | Federal Railroad Administration |
GCW | gross combined weight |
GEF | Group Equivalency Factor |
GVW | gross vehicle weight |
HCA | highway cost allocation |
HCAS | Federal Highway Cost Allocation Study |
HERS | Highway Economic Requirements Systems |
HMA | hot mix asphalt |
HPMS | Highway Performance Monitoring System |
HV | High-volume |
HIS | Interstate Highway System |
ITIC | Intermodal Transportation and Inventory Cost Model |
IRI | International Roughness Index |
IS | Interstate System |
ISTEA | Intermodal Surface Transportation Efficiency Act |
JPCP | jointed plain concrete pavement |
LCC | life cycle cost |
LCV | longer combination vehicles |
LEF | load equivalence factors |
LFR | load factor rating |
LRFD | load and resistance factor design |
LRFR | load resistance factor rating |
LTBP | Long-Term Bridge Performance Program |
LTL | less than truckload |
LTPP | Long-Term Pavement Performance |
LV | Low-volume |
MARAD | Maritime Administration |
MATLAB | Matrix Laboratory |
MCMIS | Motor Carrier Management Information System |
MDDs | multidepth deflectometers |
MEPDG | Mechanistic Empirical Pavement Design Guide |
MV | Medium-volume |
NAPCOM | National Pavement Cost Model |
NAS | National Academy of Sciences |
NATS | National Truck Stop Survey |
NBI | National Bridge Inventory |
NBMD | National Bridge Management Database |
NCHRP | National Cooperative Highway Research Program |
NDA | non-disclosure agreement |
NESCCAF | Northeast States Center for a Clean Air Future |
NHS | National Highway System |
NHTSA | National Highway Traffic Safety Administration |
NN | National Network |
NREL | National Renewable Energy Lab |
NSIs | normalized sensitivity indices |
OMB | Office of Management and Budget |
OGW | operating gross weight |
ORNL | Oak Ridge National Laboratories |
OOS | out-of-service |
OS/OW | oversize/overweight |
PBBT | Performance Based Brake Tests |
PAS | Pavement Analysis Software |
PBS | Performance-based standards |
PCC | Portland Cement Concrete |
PCE | passenger car equivalents |
PCU | passenger car units |
POG | Policy Oversight Group |
PSI | Pounds per square inch |
RC | reinforced concrete |
RF | rating factor |
SISSI | Superpave Instrumented Stress-Strain Investigation |
SPS | Special Pavement Sections |
STAA | Surface Transportation Authorization Act |
STB | Surface Transportation Board |
STCC | Standard Transportation Commodity Code |
SwRI | Southwest Research Institute |
TF | truck factor |
TMG | Traffic Monitoring Guidelines |
TOC | Technical Oversight Committee |
TRB | Transportation Research Board |
TSW | truck size and weight |
TTCGS | truck traffic classification groups |
USC | United States Code |
USDOT | US Department of Transportation |
VMT | vehicle miles traveled |
VIUS | Vehicle Inventory and Use Survey |
VSC | vehicle stability and control |
WHVC | World Harmonized Vehicle Cycle |
WIM | weigh-in-motion |
WIMPI | Weigh-in-Motion Pavement Investigation |