U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000


Skip to content
Facebook iconYouTube iconTwitter iconFlickr iconLinkedInInstagram

Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

 
REPORT
This report is an archived publication and may contain dated technical, contact, and link information
Back to Publication List        
Publication Number:  FHWA-HRT-13-090    Date:  April 2016
Publication Number: FHWA-HRT-13-090
Date: April 2016

 

MEPDG Traffic Loading Defaults Derived From Traffic Pooled Fund Study

REFERENCES

  1. AASHTO. (2008). Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice, American Association of State Highway and Transportation Officials, Washington, DC.

  2. Federal Highway Administration. TPF-5(004): Long-Term Pavement Performance (LTPP) Specific Pavement Study (SPS) Traffic Data Collection, U.S. Department of Transportation, Washington, DC. Obtained from: http://www.pooledfund.org/Details/Study/123. Site last accessed April 15, 2016.

  3. NCHRP Project 1-37A. (2002). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Final Report, NCHRP National Cooperative Highway Research Program, Washington, DC. Obtained from: http://onlinepubs.trb.org/onlinepubs/ archive/mepdg/guide.htm. Site last accessed April 15, 2016.

  4. AASHTO. (1993). Mechanistic-Empirical Pavement Design Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, Washington, DC.

  5. Selezneva, O.I. and Hallenbeck, M. (2013). Long-Term Pavement Performance Pavement Loading User Guide (LTPP-PLUG), Report No. FHWA-HRT-13-089, Federal Highway Administration, Washington, DC.

  6. NCHRP. (1999). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, National Cooperative Highway Research Program, Washington, DC.

  7. Li, J., Hallenbeck, M., Pierce, L., and Uhlmeyer, J. (2009). Sensitivity of Axle Load Spectra in Mechanistic-Empirical Pavement Design Guide for Washington State Department of Transportation, prepared for the 88th Annual Meeting of the Transportation Research Board, Washington, DC.

  8. Li, S., Jiang, Y., and Zhu, K. (2007). Truck Traffic Characteristics for Mechanistic-Empirical Flexible Pavement Design: Evidences, Sensitivities, and Implications, prepared for the 86th Annual Meeting of the Transportation Research Board, Washington, DC.

  9. Swan, D.J., Tariff, R., Hajek, J.J., and Hein, D.K. (2008). Development of Regional Traffic Data for the M-E Pavement Design Guide, prepared for the 87th Annual Meeting of the Transportation Research Board, Washington, DC.

  10. Zaghloul, S., Halim, A., Ayed, A., Vitillo, N., and Sauber, R. (2009). Sensitivity Analysis of Input Traffic Levels on MEPDG Predictions, prepared for the 88th Annual Meeting of the Transportation Research Board, Washington, DC.

  11. Turner-Fairbank Highway Research Center. How to Get LTPP Data, Federal Highway Administration, Washington, DC. Obtained from: https://www.fhwa.dot.gov/research/tfhrc/programs/infrastructure/pavements/ltpp/getdata.cfm. Site last accessed April 15, 2016.

  12. ASTM E1318-02. (2002). "Standard Specification for Highway Weigh-in-Motion (WIM) Systems with User Requirements and Test Method," Book of Standards Volume 04.03, ASTM International, West Conshohocken, PA.

  13. Papagiannakis A.T., Bracher M., Li, J., and Jackson, N. (2006). Optimization of Traffic Data Collection for Specific Pavement Design Applications, Report No. FHWA-HRT-05-079, Federal Highway Administration, Washington, DC.

  14. Federal Highway Administration. (2013). Traffic Monitoring Guide, U.S. Department of Transportation, Washington, DC. Obtained from: https://www.fhwa.dot.gov/policyinformation/tmguide/. Site last accessed April 15, 2016.

  15. Hajek, J.J. and Selezneva, O.I. (2000). Estimating Cumulative Traffic Loads, Final Report for Phase 1, Report No. FHWA-RD-00-054, Federal Highway Administration, Washington, DC.

  16. Federal Highway Administration. (1998). WIM Scale Calibration: A Vital Activity for LTPP Sites, Report No. FHWA-RD-98-104, Federal Highway Administration, Washington, DC. Obtained from: www.fhwa.dot.gov/ohim/tvtw/natmec/00026.pdf. Site last accessed April 15, 2016.

  17. Khazanovich, L., Darter, M.I., Bartlett, R., and McPeak, T. (1998). Common Characteristics of Good and Poorly Performing PCC Pavements, Report No. FHWA-RD-97-131, Federal Highway Administration, Washington, DC.

  18. Chatti, K., Buch, N., Haider, S.W., Pulipaka, A., Lyles, R.W., and Gilliland, D. (2005). LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements, Final Report, NCHRP Project 20-50, Transportation Research Board, Washington, DC.

  19. 23 U.S.C. 127. Vehicle Weight Limitations-Interstate System, U.S. Government Printing Office, Washington, DC. Obtained from: https://www.gpo.gov/fdsys/granule/USCODE-2011-title23/USCODE-2011-title23-chap1-sec127/content-detail.html. Site last accessed April 15, 2016.

  20. 23 CFR 658. Electronic Code of Federal Regulations, U.S. Government Printing Office, Washington, DC. Obtained from: http://www.ecfr.gov/cgi-bin/text-idx?c=ecfr&tpl=/ ecfrbrowse/Title23/23cfr658_main_02.tpl. Site last accessed April 15, 2016.

[1]Note that the term "overload" as used here means axles that exceed the legal Federal limit. The axles may or may not exceed the legal limit for the State in question or for the load being moved.

Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000
Turner-Fairbank Highway Research Center | 6300 Georgetown Pike | McLean, VA | 22101