Jones, H. L., & Furr, H. L. (1970). Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks (Report No. 145-1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84814
Jones, Harry L. and Howard L. Furr. Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks. Report no. 145-1. Texas Transportation Institute. Texas A&M University, 1970. https://rosap.ntl.bts.gov/view/dot/84814.
Jones, Harry L., and Howard L. Furr Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks. Texas Transportation Institute. Texas A&M University, 1970, Report no. 145-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/84814.
This report describes the results of a field inspection and load test of three prestressed concrete highway bridges which have a prestressed panel subdeck. The panels, which are precast and pretensioned, span from beam-to-beam and serve as the bottom form for a cast-in place concrete deck. The bridges examined were located in Grayson County, Texas, and were opened to traffic in August of 1963.
Jones, H. L., & Furr, H. L. (1970). Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks (Report No. 145-1). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84814
Jones, Harry L. and Howard L. Furr. Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks. Report no. 145-1. Texas Transportation Institute. Texas A&M University, 1970. https://rosap.ntl.bts.gov/view/dot/84814.
Jones, Harry L., and Howard L. Furr Study of In-Service Bridges Constructed with Prestressed Panel Sub-Decks. Texas Transportation Institute. Texas A&M University, 1970, Report no. 145-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/84814.
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