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Impact of loaded trucks on highway infrastructure deterioration
(January, 1)
Impact of loaded trucks on our transponation infrastructure system is becoming a growing concern for many State
Departments of Transportation (DOTs) in the U.S. An increasing volume of loaded trucks due to the implememation ...
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 ...
Fatigue assessment of bridge members based on in-service stresses interim report no. 2 - data acquisition system for strain measurements (FHWA-OK-97-05) 2196
(1997-6)
When a bridge is designed, conservative assumptions are made with regard to load distribution and structural continuity. Simple support is assumed when rotational restraint exists, deck girders are assumed noncomposite ...
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 ...
Fatigue assessment of bridge members based on in-service stresses - final report (FHWA-OK-97-06) 2196
(1997-7)
This report summarizes research activities which are described in detail in interim reports entitled "Field Tests, Analyses, and Laboratory Tests" [Zwerneman et al., 1996], and "Data Acquisition System for Strain Measurements" ...
Fatigue Assessment of Bridge Members Based on In-Service Stresses interim report no. 1 August 1996 (FHWA-OK-95-07) 2196
(1996-8)
Construction problems involving poor welding practice occurred during widening of the U.S. 69 bridge over the South Canadian River. As a result of these problems, cc>ncerns developed regarding the remaining fatigue life ...
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 ...