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Evaluation of oklahoma pavement design procedures - final report (84-60)
(1985-4)
This report covers the results of Phases II and lII of the research project. Based upon
the findings of this study, recornmendations were made for possible improvement of
the currently used design and management procedures. ...
Evaluation of Oklahoma pavement design procedures (FHWA-OK-85-01)
(1985-8)
This report covers the results of Phases II and III of the research project. Based upon the findings of this study, recommendations were made for possible improvement of the currently used design and management procedures. ...
Evaluation of Oklahoma pavement design procedures phase I - interim report (84-60)
(1984-12)
This report covers collection of pavement conditions and other pertinent
performance data for 6 representative pavement sites that have failed prematurely
and 2 sites which have performed as intended. Interviews of Oklahoma ...
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 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 ...