Search
Now showing items 1-5 of 5
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume II (FHWA-OK-89-04)
(1988-9)
Hurricane Paine, extending across the Central Plains of the United States, caused
flooding of unprecedented proportions in the Caney River. This storm produced a rainfall
varying from 20 to 30 inches in Oklahoma during ...
Experimental study of two prestressed steel beam-concrete slab bridge units (FHWA-OK-6)
(1986-8)
The behavior of two 55 ft. long prestressed, composite steel beam concrete slab bridge units was studied. The type of unit tested is currently used in county road bridge construction, where the use of prefabricated units ...
Experimental study of two prestressed steel beam-concrete slab bridge units (FHWA-OK-87-1)
(1987-5)
The behavior of two 55 ft. long prestressed, composite steel beamconcrete
slab bridge units was studied. The type of unit tested is currently
used in county road bridge construction, where the use of prefabricated units ...
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume I (FHWA-OK-89-04)
(1988-9)
Hurricane Paine, extending across the Central Plains of the United States, caused
flooding of unprecedented proportions in the Caney River. This storm produced a rainfall
varying from 20 to 30 inches in Oklahoma during ...
Experimental determination of the ultimate capacity of a composite prestressed bridge unit (FHWA-OK-89-05) 2162
(1989-12)
A 55 ft. long prestressed, composite steel girder-concrete slab bridge unit was tested to ultimate load. The unit had previously undergone a series of tests including sustained loading, fatigue loading, and static loading ...