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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 ...
Portland cement concrete pavement restoration (84-01-1)
(1988-3)
The purpose of this study was to evaluate the design,
construction, and performance of the latest methods for
restoration of Portland cement concrete pavements (PCCP).
The CPR techniques demonstrated included full depth ...
Evaluation of an experimental protective coating for bridge steel (88-03)
(1989-10)
This report describes the application of an experimental
metal sealer to bridge beams which are coated with lead-based
paint.
Regulations developed by the Environmental Protection Agency
(EPA) , prohibit the introduction ...
Experimental products and equipment for highway construction and maintenance (FHWA-OK-88-1) 2700
(1988-1)
This is a listing pertaining to the status of the research evaluation
of products and equipment which may possibly be used in highway construction
or maintenance by the Oklahoma Department of Transportation
Products and ...
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 ...
Experimental products and equipment for highway construction and maintenance (FHWA-OK-86-02) 2700
(1986-1)
This is a listing pertaining to the status of the research evaluation of products and equipment which may possibly be used in highway construction or maintenance by the Oklahoma Department of Transportation. Products and ...
Effectiveness of riverbank protection and river control in Oklahoma (FHWA-OK-89-08)
(1989-8)
Bank stabilization and protection from flood ravages have been a continuing problem in Oklahoma as well as in the surrounding states for a very long time. Bridges and hydraulic structures are situated at river sites where ...
Depressed transverse cracks in asphalt pavements in Oklahoma phase I interim report (FHWA-OK-89-02) 2159
(1989-5)
Thi s report describes the results of a preliminary evaluati on of the
nature and extent of depressed transversed cracking of asphalt pavements
in Oklahoma. The primary purpose of the Phase I study was to develop and ...
Micro surfacing with latex modified emulsion (FHWA-OK-86-7) 2416
(1986-11)
This is the final report for the use of emulsified asphalt
in a relatively new process called "Ralumac Micro Surfacing".
This process was developed in Germany and was first used in the
United States in late 1980. In ...
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 ...