Battaglia, I., & Bischoff, D. (2010). Exodermic bridge deck performance evaluation (Report No. FEP-06-10). Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit. https://rosap.ntl.bts.gov/view/dot/22909
Battaglia, Irene and Deb Bischoff. Exodermic bridge deck performance evaluation. Report no. FEP-06-10. Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit, 2010. https://rosap.ntl.bts.gov/view/dot/22909.
Battaglia, Irene, and Deb Bischoff Exodermic bridge deck performance evaluation. Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit, 2010, Report no. FEP-06-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/22909.
In 1998, the Wisconsin DOT completed a two"leaf bascule bridge in Green Bay with an exodermic deck system. The exodermic deck consisted of 4.5"in thick cast"in"place reinforced concrete supported by a 5.19"in tall unfilled steel grid. The concrete and steel grid were made composite via shear stud connectors.
Battaglia, I., & Bischoff, D. (2010). Exodermic bridge deck performance evaluation (Report No. FEP-06-10). Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit. https://rosap.ntl.bts.gov/view/dot/22909
Battaglia, Irene and Deb Bischoff. Exodermic bridge deck performance evaluation. Report no. FEP-06-10. Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit, 2010. https://rosap.ntl.bts.gov/view/dot/22909.
Battaglia, Irene, and Deb Bischoff Exodermic bridge deck performance evaluation. Wisconsin. Dept. of Transportation. Materials Management Section. Foundation and Pavements Unit, 2010, Report no. FEP-06-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/22909.
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