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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 ...
Experimental investigation of skewed elastomeric expansion bridge bearings (FHWA-OK-86-5)
(1986-8)
Twelve skewed elastomeric expansion bridge bearings were supplied by
the Oklahoma Department of Transportation. To evaluate the performance of
these skewed bearings, the following six phases of testing were conducted on ...
Experimental investigation of skewed elastomeric expansion bridge bearings (FHWA-OK-87-3)
(1987-4)
Twelve skewed elastomeric expansion bridge bearings were supplied by the Oklahoma Department of Transportation. To evaluate the performance of these skewed bearings, the following six phases of testing were conducted on ...