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Development of a Long-Range Rehabilitation Plan for US-59 in District 11. Preliminary Report
In the study, a rehabilitation plan is to be developed for US-59 throughout District 11 (Lufkin). The rehabilitation plan will cover a relatively long time period and could include one or more life cycles. There is the possibility that any one (or a combination) of several pavement designs could be used on a specific section of the highway, depending on the expected life and cost of the treatment. Since some of the possible pavement structures have not been constructed in the district, it was desirable to obtain construction, costs, and some measure of expected life by placing a series of test or observation sections with relatively small lengths. The report contains the preliminary work toward the development of the rehabilitation plan, and the development of several pavement designs that are proposed for the test sections. Much of the old jointed pavement on US-59 contains shattered slabs that have been overlaid with asphaltic concrete. As a part of the rehabilitation study, the asphaltic concrete was removed from a small area and the old concrete was repaired using polymers and epoxies at the cracks and by removing and inserting new joint assemblies. A portion of the report is devoted to that repair.
Development of a Long-Range Rehabilitation Plan for US-59 in District 11. Preliminary Report
In the study, a rehabilitation plan is to be developed for US-59 throughout District 11 (Lufkin). The rehabilitation plan will cover a relatively long time period and could include one or more life cycles. There is the possibility that any one (or a combination) of several pavement designs could be used on a specific section of the highway, depending on the expected life and cost of the treatment. Since some of the possible pavement structures have not been constructed in the district, it was desirable to obtain construction, costs, and some measure of expected life by placing a series of test or observation sections with relatively small lengths. The report contains the preliminary work toward the development of the rehabilitation plan, and the development of several pavement designs that are proposed for the test sections. Much of the old jointed pavement on US-59 contains shattered slabs that have been overlaid with asphaltic concrete. As a part of the rehabilitation study, the asphaltic concrete was removed from a small area and the old concrete was repaired using polymers and epoxies at the cracks and by removing and inserting new joint assemblies. A portion of the report is devoted to that repair.
Development of a Long-Range Rehabilitation Plan for US-59 in District 11. Preliminary Report
B. E. Hoskins (author) / B. F. McCullough (author) / D. W. Fowler (author)
1991
83 pages
Report
No indication
English
Highway Engineering , Transportation & Traffic Planning , Transportation , Road Transportation , Rehabilitation , Highway maintenance , Pavement damage , Pavement overlays , Highway design , Concrete slabs , Texas , Pavement condition , Service life , Repair , Cracking(Fracturing) , Highway planning , US 59 , Lufkin(Texas)
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