Sargand, S. M., Young, B. A., Khoury, I. S., Wasniak, D. L., & Goldsberry, B. M. (1988). Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University. https://rosap.ntl.bts.gov/view/dot/17911
Sargand, Shad M., Brad A. Young, Issam S. Khoury, Daniel L. Wasniak, and Benjamin M. Goldsberry. Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University, 1988. https://rosap.ntl.bts.gov/view/dot/17911.
Sargand, Shad M., et al. Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University, 1988, ROSA P. https://rosap.ntl.bts.gov/view/dot/17911.
[PDF - 34.88 MB]
Details
Alternative Title:
Forensic study for section 390101 of Ohio SHRP U.S. 23 test pavement
;
Preliminary report on forensic study for section 390101 of Ohio SHRP U.S. 23 test pavement
The forensic study for Section 390101 of the Ohio-SHRP U.S. 23 Test Road was conducted from July 8 to 10, 1997. The main objective of the investigation was to obtain critical data relevant to the performance and cause of excessive rutting at a limited number of locations of this section. Most of the parameters that were monitored during the forensic study were essential for evaluation of the performance of this section at a future date. For instance, rutting could take place due to the poor mix design or permanent deformation in the base or subgrade or a combination of all three. This study was designed to determine the possible causes of rutting and any other distress that occurred in the pavement system.
Performance and environmental data continued to be monitored throughout this study on the Ohio SHRP Test Road. Response testing included three new ser
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Beginning in 1992, Ohio University, under contract with the Ohio Department of Transportation and the Federal Highway Administration, undertook severa
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Beginning in 1992, the Ohio Department of Transportation has sponsored several research projects to measure the response of various highway pavement s
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Preliminary results from the Ohio Strategic Highway Research Program (SHRP) Test Road point to the falling Weight Deflectometer (FWD) as being an effe
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Ohio Research Institute for Transportation and the Environment
This interim report discusses the current status of the ERl / LOR 2 research project that is investigating the effects of various base materials and d
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The Ohio Department of Transportation (ODOT) currently uses density and moisture measured with a nuclear density gauge as the principal criteria for a
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The 3-mile long SHRP pavement project is located on US 23, 25-miles north of Columbus, Ohio, in Delaware County. Northbound lanes were constructed of
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This paper documents the extent to which subgrade uniformity was achieved on the Ohio SHRP test road. As construction proceeded, considerably more sub
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Ohio Research Institute for Transportation and the Environment
Sargand, S. M., Young, B. A., Khoury, I. S., Wasniak, D. L., & Goldsberry, B. M. (1988). Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University. https://rosap.ntl.bts.gov/view/dot/17911
Sargand, Shad M., Brad A. Young, Issam S. Khoury, Daniel L. Wasniak, and Benjamin M. Goldsberry. Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University, 1988. https://rosap.ntl.bts.gov/view/dot/17911.
Sargand, Shad M., et al. Final Report on Forensic Study for Section 390101 of Ohio SHRP U.S. 23 Test Pavement. Ohio University, 1988, ROSA P. https://rosap.ntl.bts.gov/view/dot/17911.
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