Old Concrete Slab Bridges. I: Experimental Investigation
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Volume 120, Issue 11
Abstract
Old reinforced concrete slab bridges designed for smaller truck loads are called on to carry the modern, heavier, loads. These bridges, when rated according to the current American Association of State Highway and Transportation Officials procedures, are found to be structurally deficient. The present paper reports the experimental part of the investigation carried out to understand the behavior of this category of bridges, both at service and ultimate load levels in order to rate them more realistically. A five‐span reinforced concrete slab bridge, built in 1938 and decommissioned since 1972, was tested destructively. The destructive test was performed by applying loads that simulated the presence of two trucks side‐by‐side on the bridge. Also, six three‐span reinforced concrete slab bridges were subjected to service load tests. Two dump trucks, each weighing approximately 222.5 kN, were used to carry out the service load tests. Experimental results indicate that reinforced concrete slab bridges possess much higher strength than that indicated by current rating procedures.
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References
1.
Aktan, A. E., Zwick, M. J., Miller, R. R., and Shahrooz, B. M. (1992). “Nondestructive and destructive testing of a decommissioned RC slab highway bridge and associated analytical studies.” Paper No. 920139, 71st Annual Meeting, Transportation Research Board, Washington, D.C.
2.
Azizinamini, A., Shekar, Y., Boothby, T. E., and Barnhill, G. (1994). “Old concrete slab bridges. II: analysis.” J. Struct. Engrg., ASCE, 120(11), 3305–3319.
3.
Bakht, B., and Jaeger, L. G. (1990). “Bridge testing—a surprise every time.” J. Struct. Engrg., ASCE, 116(5), 1370–1383.
4.
Bridge Analysis and Rating System, Release 5.3. (1991). American Association of State Highway Transportation Officials (AASHTO), Washington, D.C.
5.
Heins, C. P., and Galambos, C. F. (1972). “Highway bridge field tests in the United States, 1948–1970,” Public Roads, 36(12), 271–291.
6.
Jorgensen, J. L., and Larson, W. (1976). “Field testing of a reinforced concrete highway bridge to collapse.” Transportation Research Record 607, Transportation Research Board, Washington, D.C., 66–80.
7.
Ladner, M. (1985a). “In situ load testing of concrete bridges in Switzerland.” Strength Evaluation of Existing Concrete Bridges, ACI SP‐88, American Concrete Institute (ACI), Detroit, Mich.
8.
Ladner, M. (1985b). “Unusual methods for deflection measurements.” Strength Evaluation of Existing Concrete Bridges, ACI SP‐88, American Concrete Institute (ACI), Detroit, Mich.
9.
Manual for Maintenance Inspection of Bridges. (1983). American Association of State Highway Transportation Officials (AASHTO), Washington, D.C.
10.
Shekar, Y., Azizinamini, A., Barnhill, G., and Boothby, T. E. (1993). “Performance of concrete slab bridges.” NDOR Res. Proj. No. RESI (0099) P458, Department of Civil Engineering, University of Nebraska, Lincoln, Nebr.
11.
Standard specifications for highway bridges. (1989). 14th Ed., American Association of State Highway Transportation Officials (AASHTO), Washington, D.C.
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Copyright © 1994 American Society of Civil Engineers.
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Received: Sep 21, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994
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