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 |