Cast-in-Place Concrete Connections for Precast Deck Systems (2011)

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461 References for Full-Depth Deck Panel and Decked Bulb-T Study AASHTO Designation: PP 34-99 (1998), “Standard Practice for Estimating the Cracking Tendency of Concrete,” American Association of State and Highway Transportation Officials, June 1998, pp199-202 AASHTO LRFD (2010). “Bridge Design Specifications.” Fourth Edition, American Association for State Highway and Transportation Officials, Washington, DC American Concrete Institute. (2008). “Building Code Requirements for Structural Concrete and Commentary,” ACI Committee 318, Farmington Hills, MI Bentz, E. C., and Collins, M.P. (2000). Response-2000 Reinforced Concrete Sectional Analysis. A software downloaded http://www.ecf.utoronto.ca/~bentz/r2k.htm (2006) Colorado DOT's 2005 Standard Specifications for Road and Bridge Construction, CDOT Specification Committee, Denver, CO Dragosavic, M.; van den Beukel, A.; Gijsbers, F.B.J., (1975) “Loop Connections between Precast Concrete Components Loaded in Bending,” Heron, Vol. 20, No. 3, pp. 3-35 Einea, A., Yehia, S. and Tadros, M. K. (1999) “Lap Splices in Confined Concrete” ACI Structural Journal, 96(6), 947-956 Ghanem, H., Phelan, S., Senadheera, S., and Pruski, K. (2008), “Chloride Ion Transport in Bridge Deck Concrete Under Different Curing Durations”, ASCE Journal of Bridge Engineering, Vol. 13, No. 3, May 1, pp. 218-225 Glass, G.K. and Buenfeld, N.R. (1995), “Chloride threshold levels for corrosion induced deterioration of steel in concrete,” Chloride Penetration into Concrete, International RILEM Workshop, St. Remy- Les Chevreuse Gordon, S. R.; May, I. M., (2005) “Development of In Situ Joints for Pre-Cast Bridge Deck Units,” Bridge Engineering 000, Issue BEO, pp. 1-14

462 Gulyas, R. J. and Champa, J. T. (1997), “Use of Composite Testing for Evaluation of Keyway Grout for Precast Prestressed Bridge Beams,” American Concrete Institute (ACI) Materials Journal, Technical Paper, V. 94, No. 3, May-June, pp. 244-250 Gulyas, R. J., Wirthlin G. J. and Champa, J. T. (1995), “Evaluation of Keyway Grout Test Methods for Precast Concrete Bridges,” Precast/Prestressed Concrete Institute (PCI) Journal, V. 40, No. 1, January-February, pp. 44-57 Issa, M. A., Cyro do V., Abdalla, H., Islam, M. S., and Issa, M. A. (2003), “Performance of Transverse Joint Grout Materials in Full-Depth Precast Concrete Bridge Deck Systems,” Precast/Prestressed Concrete Institute (PCI) Journal, V. 48, no. 4, July-August, pp. 92-103 Lawler, J. S., Connolly, J. D., Krauss, P. D., Tracy, S. L., and Ankenman, B. E. (2007), “Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks,” NCHRP Project 18-08A Report 566, Transportation Research Board, Washington, DC Li, L., Ma, Z., Griffey, M. E., and Oesterle, R. G. (2010), “Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development,” ASCE Journal of Bridge Engineering, 15(3), 327-336 Li, L. (2009), “Development of Continuous Longitudinal Joints and Optimization of Intermediate Diaphragms in Decked Bulb Tee Girder Bridges for Accelerated Construction,” Ph. D. Dissertation, University of Tennessee, Knoxville Li, L., Ma, Z., and Oesterle, R. G. (2010a), “Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation,” ASCE Journal of Bridge Engineering, 15(5) Ma, Z. et al (2007), “Field Test and 3D FE Modeling of Decked Bulb-Tee Bridges,” ASCE Journal of Bridge Engineering, 12(3), 306-314 Martin, L.D., and Osborn, A.E.N. (1983), “Connections for Modular Precast Concrete Bridge Decks,” Report No. FHWA/RD-82/106, US DOT, Federal Highway Administration Matsumoto, E., Waggoner, M. C., Sumen G., Kreger, M. E., and Breen, J. E. (2001), “Development of a Precast Bent Cap System,” University of Texas Austin, Project summary report 1748-S, March

463 Menkulasi, F. and Roberts-Wollmann, C. L. (2005), “Behavior of Horizontal Shear Connections for Full- Depth Precast Concrete Bridge Decks on Prestressed I-Girders,” Precast/Prestressed Concrete Institute (PCI) Journal, V. 50, No. 3, May-June, pp. 60-73 Mrinmay B. (1986), “Precast Bridge Deck Design System,” Prestressed/Precast Concrete Institute (PCI) Journal, V. 31, No. 2, March-April, pp. 40-86 Nottingham, D. (1996), “Joints Grouting in Alaskan Bridges and Dock Decks,” Concrete International, V. 18, No. 2, February, pp.45-48 Precast Prestressed Concrete Institute, (2003) “Precast Prestressed Concrete Bridge Design Manual,” Chicago, IL., Sections 9.6 and 9.8 Ralls, M. L., et al. (2005), “Prefabricated Bridge Elements and Systems in Japan and Europe,” FHWA-PL- 05-003, March, 48pp Russell, H. G., Miller, R. A., Ozyildirim, H. C., and Tadros, M. K. (2006), “Compilation and Evaluation of Results from HPC Bridge Projects, Volume 1: Final Report,” Report No. FHWA-HRT-05-056, Federal Highway Administration, October Russell, H. G. and Ozyildirim, H. C. (2006), “Revising high performance concrete classifications” Concrete International, August, pp.43-49 Scholz, D.P., Wallenfelsz, J. A., Lijeron, C., Roberts-Wollmann, C. L., and Davis, R. T. (2007), “Recommendations for the connection between full-depth precast bridge deck panel systems and precast I-beams”, Report No. FHWA/VTRC 07-CR17, June Stanton, J., and Mattock, A.H. (1986) “Load distribution and connection design for precast stemmed multibeam bridge superstructures” NCHRP Rep. 287 Tepke, D. G. and Tikalsky, P. J. (2007), “Best Engineering Practices Guide for Bridge Deck Durability Report” February 24 Thompson, M.K., et al. (2006) “Behavior and Capacity of Headed Reinforcement” ACI Structure Journal, 103(4), 522-530 Treece, R.A.; Jirsa, J. O., (1987) “Bond Strength of Epoxy-Coated Reinforcing Bars,” Reinforced Concrete Research Council-Project 50, PMFSEL Report No. 87-1

464 Zhu, P. and Ma, Z. (2010a), “Selection of Durable Closure Pour Materials for Accelerated Bridge Construction,” ASCE Journal of Bridge Engineering, 15(6)