Okeil, A. M., & Cai, S. C. S. (2008). Evaluation of continuity detail for precast prestressed girders : research project capsule (Report No. 08-1ST). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/22287
Okeil, Ayman M. and Steve C. S. Cai. Evaluation of continuity detail for precast prestressed girders : research project capsule. Report no. 08-1ST. Louisiana Transportation Research Center, 2008. https://rosap.ntl.bts.gov/view/dot/22287.
Okeil, Ayman M., and Steve C. S. Cai Evaluation of continuity detail for precast prestressed girders : research project capsule. Louisiana Transportation Research Center, 2008, Report no. 08-1ST, ROSA P. https://rosap.ntl.bts.gov/view/dot/22287.
The construction of a new bridge
;
crossing the Mississippi River north of
;
Baton Rouge is currently underway. The
;
project, named the John James
;
Audubon Bridge, is a true landmark. Its
;
main span will be the longest cablestayed
;
bridge in North America.
;
Furthermore, its approach spans will
;
utilize a new continuity detail that has
;
not yet been tried in Louisiana. The
;
new detail addresses the development
;
of positive moments in joints with
;
continuity diaphragms and is based on
;
the recommendations of NCHRP Project
;
12-53. Project 12-53 concluded in
;
August 2003, and its findings were
;
summarized in Report 519 (Miller et
;
al. 2004).
Okeil, A. M., & Cai, S. C. S. (2008). Evaluation of continuity detail for precast prestressed girders : research project capsule (Report No. 08-1ST). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/22287
Okeil, Ayman M. and Steve C. S. Cai. Evaluation of continuity detail for precast prestressed girders : research project capsule. Report no. 08-1ST. Louisiana Transportation Research Center, 2008. https://rosap.ntl.bts.gov/view/dot/22287.
Okeil, Ayman M., and Steve C. S. Cai Evaluation of continuity detail for precast prestressed girders : research project capsule. Louisiana Transportation Research Center, 2008, Report no. 08-1ST, ROSA P. https://rosap.ntl.bts.gov/view/dot/22287.
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