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Preliminary Evaluation of Proposed LLPRS Rigid Pavement Structures and Design Inputs

Author

Listed:
  • Harvey, John
  • Roesler, Jeff
  • Farver, J.
  • Liang, L.

Abstract

This report is one of four presenting preliminary findings regarding the expected performance of LLPRS strategies developed to date by Caltrans. The other reports address potential long term concrete durability problems for concrete paving materials; investigations of the effects of loading configurations, concrete strength versus traffic opening times, and xviii construction production; and the performance under HVS loading of an instrumented test pavement constructed using accelerated Portland cement concrete.

Suggested Citation

  • Harvey, John & Roesler, Jeff & Farver, J. & Liang, L., 2000. "Preliminary Evaluation of Proposed LLPRS Rigid Pavement Structures and Design Inputs," Institute of Transportation Studies, Working Paper Series qt933855pc, Institute of Transportation Studies, UC Davis.
    • Handle: RePEc:cdl:itsdav:qt933855pc
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    Cited by:

    1. Zhang, Jieying & Harvey, John & Ali, Abdikarim & Roesler, Jeff, 2004. "Goal 4 Long Life Pavement Rehabilitation Strategies—Rigid: Laboratory Strength, Shrinkage, and Thermal Expansion of Hydraulic Cement Concrete Mixes," Institute of Transportation Studies, Working Paper Series qt9bj154hq, Institute of Transportation Studies, UC Davis.
    2. Saboori, Ashkan & Lea, Jeremy & Harvey, John & Lea, Jon & Mateos, Angel & Wu, Rongzong, 2021. "Pavement ME JPCP Transverse Cracking Model Calibration and Design Catalog Framework (Version 2.5.5)," Institute of Transportation Studies, Working Paper Series qt03p4h24f, Institute of Transportation Studies, UC Davis.

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    Engineering;

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