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Concrete Pavement Crack and Seat Performance and Overlay Design
As part of the study of overlay of cracked and seated PCC pavements, a series of test sections were constructed on two highways in Indiana. Eleven test sections were constructed in the southbound lanes on I-65 near Crown Point, Indiana and twenty two test sections were constructed in the north bound lanes on US-31 near Plymouth, Indiana. Each test section is 500 feet long and was constructed in the Summer of 1990. The overlays consist of bituminous base, binder and surface course mixtures. Overlay included conventional asphalt mixture as well as fiber reinforced asphalt mixture. As part of research, fibers were incorporated in varying amounts and combinations of these asphalt layers.
Concrete Pavement Crack and Seat Performance and Overlay Design
As part of the study of overlay of cracked and seated PCC pavements, a series of test sections were constructed on two highways in Indiana. Eleven test sections were constructed in the southbound lanes on I-65 near Crown Point, Indiana and twenty two test sections were constructed in the north bound lanes on US-31 near Plymouth, Indiana. Each test section is 500 feet long and was constructed in the Summer of 1990. The overlays consist of bituminous base, binder and surface course mixtures. Overlay included conventional asphalt mixture as well as fiber reinforced asphalt mixture. As part of research, fibers were incorporated in varying amounts and combinations of these asphalt layers.
Concrete Pavement Crack and Seat Performance and Overlay Design
H. Huang (author) / T. D. White (author)
1995
137 pages
Report
No indication
English
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