Calibration of AASHTO LRFD Concrete Bridge Design Specifications for Serviceability (2014)

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Pfister, J., and E. Hognestad. 1964. High Strength Bars as Concrete Reinforcement, Part 6 - Fatigue Tests. Journal of the Portland Cement Association Research and Development Laboratories, Vol. 6, No. 1, pp. 65–84. Rakoczy, P. 2011. WIM Based Load Models for Bridge Serviceability Limit States. PhD Dissertation. University of Nebraska-Lincoln, Lincoln, NE. Roeder, C., K. Barth, and A. Bergman. 2002. NCHRP Web Document 46: Improved Live Load Deflection Criteria for Steel Bridges. Transportation Research Board of the National Academies, Washington, DC. Siriaksorn, A., and A. Naaman. 1980. Reliability of Partially Prestressed Beams at Serviceability Limit States. University of Illinois at Chicago Circle, Department of Materials Engineering, Chicago, IL. Sivakumar, B., M. Ghosn, and F. Moses. 2011. NCHRP Report 683: Protocols for Collecting and Using Traffic Data in Bridge Design. Transportation Research Board of the National Academies, Washington, DC. Standard Specifications for Highway Bridges, 17th ed. 2002. AASHTO, Washington, DC. Tadros, M., N. Al-Omaishi, S. Seguirant, and J. Gallt. 2003. NCHRP Report 496: Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders. Transportation Research Board of the National Academies, Washington, DC. 150