Load Tests of a Pretensioned Girder Bridge Near Happy, Texas
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1985-04-01
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Abstract:At the request of the Bridge Division of the Texas State Department of Highways and Public Transportation (TSDHPT), a research study was conducted to investigate the load-deflection behavior of the middle two interior 135-ft spans of a bridge near Happy, Texas. Figure 1 shows this four-span bridge which was designed as a unidirectional single-lane ramp for access to U.S. 87. The structural capacity and serviceability of the middle two spans were in question because of excessive dead load sag. The objectives of this study were: 1. To conduct a load test of the two interior 135-ft spans using vehicles which simulated service plus impact load allowance magnitudes for a single lane bridge. 2. To monitor the load-deflection behavior of typical exterior and interior girders of the loaded spans. 3. To visually inspect the instrumented girders for cracks before and after the load test. 4. To calculate probable deflections from material properties and stressing histories reported by TSDHPT. 5. To report the test results and to assess the structural performance of the bridge based on these test results. This report describes the load test of the bridge near Happy, Texas, and summarizes the results.
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