The Route 895 bridge over the James River in Virginia will be a 1453-m (4,766-ft) long design-build river crossing directly downstream from the Port of Richmond. The highway will have two three-lane roadways in either direction at the James River crossing. East and west approach spans consist of two precast segmental concrete box girders connected by a longitudinal cast-in-place construction joint supported by single circular column piers with hammerhead pier caps. The east approach span segments are erected in cantilever from the piers using ground-based cranes, whereas the west approach is erected using overhead methods because of access limitations beneath the bridge. The main span super-structure will be a two-celled cast-in-place segmental box girder supported by twin-walled piers at the river crossing and single-walled piers at all other locations. The eastbound river crossing span arrangement is 115, 205, and 124 m (377, 672, and 406 ft), and the westbound river crossing spans are 75, 129, 205, and 118 m (246, 423, 672, and 388 ft). Because this was a design-build project, coordination within the design team was a key factor in the project’s success.


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    Title :

    Design of Route 895 Bridge over James River in Virginia


    Additional title:

    Transportation Research Record: Journal of the Transportation Research Board


    Contributors:


    Publication date :

    2001-01-01




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English



    Design of Route 895 Bridge over James River in Virginia

    Showers, Joseph | Online Contents | 2001


    Lower James River Circulation Study, Virginia: Evaluation of Craney Island Enlargement Alternatives

    Heltzel, Samuel B. / Granat, Mitchell A. / United States. Army. Corps of Engineers. Norfolk District. | HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1988

    Free access