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- W1576788082 abstract "This report focuses on the performance of the various rehabilitation strategies implemented in the test sections placed on US 59 by the Lufkin District. Specific chapters discuss traffic, temperature, deflections, rutting, profiles, and the effectiveness of each rehabilitation strategy. The two sets of test sections constructed for this study have served as representative sections of rigid and flexible pavements in the Lufkin District. A Weigh in Motion (WIM) station was installed to collect such traffic information as axle classification, weight, speed, lateral distribution, and temperature -- all of which can contribute to pavement damage. The WIM records both air and pavement temperature within the control sections. The authors surveyed, measured, and recorded at set intervals the rutting, profiles, and various kinds of cracks. Deflection measurements were recorded during the three stages of construction: before milling of the existing overlay, after milling, and after construction of the new overlay. These data summarize the structural response of the different pavement systems. Backcalculating the stiffness for the different layers of each test section shows the stiffness variation under repeated traffic loads. The rut depth survey verified that a pavement that has had rutting problems in the original pavement continues to have rutting problems. It also showed that the flexible base layer does not prevent rutting, even though it can prevent some reflective cracking. After analyzing the condition surveys, the authors concluded that all transverse cracks in the rigid sections are reflective cracks, while the transverse cracks in the flexible sections are a combination of fatigue-related cracking and reflective cracking. The open grade mix (or Arkansas mix) performed better than the other rehabilitation methods. The pavement roughness was summarized using the International Roughness Index (IRI) and Pavement Serviceability Index (PSI). The crack and seat method showed the poorest serviceability after 2 years of traffic loading and exposure to the environment. This and other performance information will be used to identify optimal rehabilitation strategies for the rigid and flexible pavements throughout the Lufkin District." @default.
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- W1576788082 date "1995-01-01" @default.
- W1576788082 modified "2023-09-24" @default.
- W1576788082 title "INITIAL PERFORMANCE OF ASPHALT OVERLAYS ON OVERLAID JOINTED CONCRETE PAVEMENT (JCP) AND ON FLEXIBLE PAVEMENTS IN FIELD TEST SECTIONS IN LUFKIN, TEXAS. INTERIM REPORT" @default.
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