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Effects of Early Traffic Loading on a Bonded Concrete Overlay
The bonded concrete overlay (BCO) is emerging as a method of pavement repair which minimizes costs and traffic disruption. When existing methods of expendited paving are combined with rapid strength gain concrete, the potential exists to return traffic on to a pavement within twenty-four house of closure. In order to determine the long-term effects of early traffic loading on the IH-10 BCO in El Paso, Texas, a fatigue study of BCO beams was conducted. Seven beam specimens, with overlays ranging from twelve hours to seven days of age, were tested. The progression of beam deflections and cracking were monitored throughout each test to determine trends in fatigue damage with progressively younger overlays.
Effects of Early Traffic Loading on a Bonded Concrete Overlay
The bonded concrete overlay (BCO) is emerging as a method of pavement repair which minimizes costs and traffic disruption. When existing methods of expendited paving are combined with rapid strength gain concrete, the potential exists to return traffic on to a pavement within twenty-four house of closure. In order to determine the long-term effects of early traffic loading on the IH-10 BCO in El Paso, Texas, a fatigue study of BCO beams was conducted. Seven beam specimens, with overlays ranging from twelve hours to seven days of age, were tested. The progression of beam deflections and cracking were monitored throughout each test to determine trends in fatigue damage with progressively younger overlays.
Effects of Early Traffic Loading on a Bonded Concrete Overlay
J. L. Huddleston (author) / D. W. Fowler (author) / B. F. McCullough (author)
1995
104 pages
Report
No indication
English
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