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Condition of Longitudinal Steel in Illinois Continuously Reinforced Concrete Pavements
An investigation was made of several CRC pavements constructed within Illinois to determine the extent of corrosion occurring on the longitudinal reinforcement at transverse cracks. The effect of crack width, crack spacing, depth of reinforcement, slab thickness, and type of reinforcement were studied to determine their influence on the progression of corrosion. An analysis was made of 151 cores removed from 12 experimental pavements previously constructed throughout the State for an intensive study on the behavior of a variety of CRC pavement designs. The investigation also includes observations of 33 cores removed from the old Vandalia test pavement, which is of special interest because of its performance history and age. (Modified author abstract)
Condition of Longitudinal Steel in Illinois Continuously Reinforced Concrete Pavements
An investigation was made of several CRC pavements constructed within Illinois to determine the extent of corrosion occurring on the longitudinal reinforcement at transverse cracks. The effect of crack width, crack spacing, depth of reinforcement, slab thickness, and type of reinforcement were studied to determine their influence on the progression of corrosion. An analysis was made of 151 cores removed from 12 experimental pavements previously constructed throughout the State for an intensive study on the behavior of a variety of CRC pavement designs. The investigation also includes observations of 33 cores removed from the old Vandalia test pavement, which is of special interest because of its performance history and age. (Modified author abstract)
Condition of Longitudinal Steel in Illinois Continuously Reinforced Concrete Pavements
J. S. Dhamrait (Autor:in) / F. K. Jacobsen (Autor:in) / D. R. Schwartz (Autor:in)
1973
48 pages
Report
Keine Angabe
Englisch
Longitudinal Cracking Distress on Continuously Reinforced Concrete Pavements in Illinois
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