Cook, R. A. (1999). Use of precast concrete deck panels : summary of research panel types I, II, and III (Report No. WPI 0510835). University of Florida. Engineering and Industrial Experiment Station. https://rosap.ntl.bts.gov/view/dot/15690
Cook, Ronald A.. Use of precast concrete deck panels : summary of research panel types I, II, and III. Report no. WPI 0510835. University of Florida. Engineering and Industrial Experiment Station, 1999. https://rosap.ntl.bts.gov/view/dot/15690.
Cook, Ronald A. Use of precast concrete deck panels : summary of research panel types I, II, and III. University of Florida. Engineering and Industrial Experiment Station, 1999, Report no. WPI 0510835, ROSA P. https://rosap.ntl.bts.gov/view/dot/15690.
The objective of this research was to investigate the feasibility of using precast concrete deck panels in place of traditional formwork for AASHTO girder type bridges. The precast deck panels span between girders, support the weight of a topping slab, and act as a composite unit with a topping slab in order to resist live loads.
Cook, R. A. (1999). Use of precast concrete deck panels : summary of research panel types I, II, and III (Report No. WPI 0510835). University of Florida. Engineering and Industrial Experiment Station. https://rosap.ntl.bts.gov/view/dot/15690
Cook, Ronald A.. Use of precast concrete deck panels : summary of research panel types I, II, and III. Report no. WPI 0510835. University of Florida. Engineering and Industrial Experiment Station, 1999. https://rosap.ntl.bts.gov/view/dot/15690.
Cook, Ronald A. Use of precast concrete deck panels : summary of research panel types I, II, and III. University of Florida. Engineering and Industrial Experiment Station, 1999, Report no. WPI 0510835, ROSA P. https://rosap.ntl.bts.gov/view/dot/15690.
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