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Publication Number:  FHWA-HRT-13-038    Date:  November 2013
Publication Number: FHWA-HRT-13-038
Date: November 2013

 

Reformulated Pavement Remaining Service Life Framework

References

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  44. Henry, J.J. (2000). Evaluation of Pavement Friction Characteristics: A Synthesis of Highway Practice, NCHRP Synthesis 291, National Cooperative Highway Research Program, Washington, DC.

  45. Noyce, D.A., Bahia, H.U., Yambo, J.M., and Kim, G. (2005). Incorporating Road Safety into Pavement Management: Maximizing Surface Friction for Road Safety Improvements, Midwest Regional University Transportation Center, Madison, WI.

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Bibliography

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  4. Yang, J. (2008). "evelopment of Effective Remaining-Life Prediction Models for Pavement Management at the Network Level," Transportation Research Board 2009 Annual Meeting CD-ROM, Transportation Research Board, Washington, DC.

  5. Yu, J., Chou, E.Y., and Yau, J-T. (2008). "Estimation of the Effects of Influential Factors on Pavement Service Life with Cox Proportional Hazards Method," American Society of Civil Engineers Journal of Infrastructure Systems, 14(4).

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  7. Von Quintus, H.L., Mallela, J., and Jiang, J. (2005). Expected Service Life and Performance Characteristics of HMA Pavements in LTPP, Final Report, Asphalt Pavement Alliance, Lanham, MD.

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  9. Demos, G.P. (2006). Life Cycle Cost Analysis and Discount Rate on Pavements for the Colorado Department of Transportation, Report No. CDOT-2006-17, Colorado Department of Transportation, Denver, CO.

  10. Yapp, M., Lundy, J., and Chu, S. (2001). Impact of Utility Cuts on Pavement Performance in the City of Seattle, Proceedings from the 5th International Conference on Managing Pavements, Seattle, WA.

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  12. Lamptey, G., Ahmad, M., Labi, S., and Sinha, K. (2005). Life Cycle Cost Analysis for INDOT Pavement Design Procedures, Final Report, Report No. FHWA/IN/JTRP-2004/28, Indiana Department of Transportation, Indianapolis, IN.

  13. Jackson, N. and Puccinelli, J. (2006). Long-Term Pavement Performance (LTPP) Data Analysis Support: National Pooled Fund Study TPF-5(013) Effects of Multiple Freeze Cycles and Deep Frost Penetration on Pavement Performance and Cost, Report No. FHWA-HRT-06-121, Federal Highway Administration, Washington, DC.

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  16. CTC & Associates LLC. (2004). Pavement Service Life-Rev. 2, Transportation Synthesis Report, Wisconsin Department of Transportation, Madison, WI.

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  18. McNerney, M.T. (2008). "Remaining Service Life Analysis of Concrete Airfield Pavements at Denver International Airport Using the FACS Method," Airfield and Highway Pavements, American Society of Civil Engineers, Reston, VA.

  19. Bentz, D.P., Ehlen, M.A., Ferraris, C.F., and Gargoczi, E.J. (2001). Sorptivity-Based Service Life Predictions for Concrete Pavements, Proceedings from the 7th International Conference on Concrete Pavements, International Society for Concrete Pavements.

  20. Nebraska Department of Roads. (2009). State of Nebraska Pavement Management Systems, Lincoln, NE.

  21. Zhang, H. (2009). Sustainable Pavement Asset Management Based on Life Cycle Models and Optimization Methods, Doctoral Dissertation, University of Michigan, Ann Arbor, MI.

  22. Litzka, J., Leben, B., La Torre, F., Weninger-Vycudil, A., De Lurdes Antunes, M., Kokot, D., Mladenovic, G., Brittain, S., and Viner, H. (2003). The Way Forward for Pavement Performance Indicators Across Europe, COST Action 354 Performance Indicators for Road Pavements, European Cooperation of Scientific and Technical Research Institute for Road Construction and Maintenance, Brussels, Belgium.

  23. Abdallah, I., Nazarian, S., Melchor-Lucero, O., and Ferregut, C. Validation of Remaining Life Models using Texas Mobile Load Simulator, Center for Highway Materials Research, The University of Texas at El Paso, El Paso, TX.

 

 

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