Furr, H. L., & Pendleton, O. (1986). Condition Survey of Continuous Bridge Decks (Report No. 403-lF). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84951
Furr, Howard L. and Olga Pendleton. Condition Survey of Continuous Bridge Decks. Report no. 403-lF. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/84951.
Furr, Howard L., and Olga Pendleton Condition Survey of Continuous Bridge Decks. Texas Transportation Institute. Texas A&M University, 1986, Report no. 403-lF, ROSA P. https://rosap.ntl.bts.gov/view/dot/84951.
A field survey was conducted to evaluate the performances of Texas highway bridges with continuous decks and to compare those performances with comparable bridges with noncontinuous decks. The visual inspections were geographically distributed over the entire state to account for different climatic conditions found in the state. Bridges with continuous steel girders, reinforced concrete pan formed girded, prestressed concrete simple girders, and prestressed concrete girders made continuous for live load made up the sample of 257 bridges.
Furr, H. L., & Pendleton, O. (1986). Condition Survey of Continuous Bridge Decks (Report No. 403-lF). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84951
Furr, Howard L. and Olga Pendleton. Condition Survey of Continuous Bridge Decks. Report no. 403-lF. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/84951.
Furr, Howard L., and Olga Pendleton Condition Survey of Continuous Bridge Decks. Texas Transportation Institute. Texas A&M University, 1986, Report no. 403-lF, ROSA P. https://rosap.ntl.bts.gov/view/dot/84951.
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