1. [1] Stanton, J.F.; Mattock, A.H. Load Distribution and Connection Design for Precast Stemmed Multibeam Bridge Superstructures; No. 287; Transportation Research Board, National Research Council: Washington, D.C, 1986.
2. [2] Li, L.; Ma, R.; Griffey, R.E.; Oesterle, R.G. Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development. Journal of Bridge Engineering 2010, 15, 327-336, doi:10.1061/(ASCE)BE.1943-5592.0000067.
3. [3] 318, A.C. Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05). American Concrete Institute 2004.
4. [4] Lewis, S. Experimental Investigation of Precast Bridge Deck Joints with U-bar and Headed Bar Joint Details. University of Tennessee Knoxville, 2009.
5. [5] Ma, Z.J.; Lewis, S.; Cao, Q.; He, Z.; Burdette, E.G.; French, C.E.W. Transverse Joint Details withTight Bend Diameter U-Bars for Accelerated Bridge Construction. American Society of Civil Engineers (ASCE) 2012.