Guidelines for Dowel Alignment in Concrete Pavements (2009)

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37 NCHRP. Synthesis Report of Highway Practice 56: Joint-Related Distress in PCC Pavement: Cause, Prevention, and Rehabilitation. TRB, National Research Council, Washington, DC, 1979. Odden, T.R., M.B. Snyder, and A.E. Schultz. Performance Testing of Experimental Dowel Bar Retrofit Designs: Part 1 – Initial Testing, Final Report. Minnesota Department of Transportation, Minneapolis, 2003. Owusu-Antwi, E.B., L. Titus-Glover, L. Khazanovich, and J.R. Roesler. Development and Calibration of Mechanistic-Empirical Distress Models for Cost Allocation, Final Report. Federal Highway Admin- istration, Washington, DC, 1997. PCA. Concrete Paving – 100 Years of Progress Through Innovation. Concrete in Highway Transportation, No. 10, Portland Cement Association, Skokie, IL, 1991. Prabhu, M., N. Buch, A.H. Varma, and D. Thandaveswara. Experimental Investigation of the Effects of Dowel Misalignment on Joint Opening Behavior in Rigid Pavements. In Transportation Research Record: Journal of the Transportation Research Board, No. 1947, Transporta- tion Research Board of the National Academies, Washington, DC, 2006, pp. 15–27. Tayabji, S.D. Dowel Placement Tolerances for Concrete Pavements. In Transportation Research Record 1062, TRB, National Research Council, Washington, DC, 1986, pp. 47–54. Tayabji, S.D., and P.A. Okamoto. Field Evaluation of Dowel Placement in Concrete Pavements. In Transportation Research Record 110, TRB, National Research Council, Washington, DC, 1987, pp. 101–109. Yu, H.T. Dowel Bar Alignments of Typical In-Service Pavements, R&D Serial No. 2894. Portland Cement Association, Skokie, IL, 2005. Yu, H.T., K.D. Smith, M.I. Darter, J. Jiang, and L. Khazanovich. Per- formance of Concrete Pavements, Volume III: Improving Concrete Pavement Performance, Report No. FHWA-RD-95-111. Federal Highway Administration, Washington, DC, 1998.