Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada
Bemanian, S. (1999). Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada (Report No. RDT97-001). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/42099
Bemanian, S.. Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada. Report no. RDT97-001. United States. Federal Highway Administration, 1999. https://rosap.ntl.bts.gov/view/dot/42099.
Bemanian, S. Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada. United States. Federal Highway Administration, 1999, Report no. RDT97-001, ROSA P. https://rosap.ntl.bts.gov/view/dot/42099.
The purpose of this study was to evaluate the feasibility of several rehabilitation strategies for Portland Cement Concrete (PCC) pavement. Recommendations were made for future crack and seat, rubblization, and reconstruction projects based on a review of specifications from several other states, the data gathered during the Interstate 80 project, the experience gained during the construction phase of the project, and review of several overlay design procedures. The results of the study, based on 2 years of field performance, indicate crack and seat, rubblization, and reconstruction techniques are all viable options. The economic analysis indicates crack and seat has the lowest initial cost. However, based on projected future performance, both crack and seat and rubblization have approximately the same life-cycle cost over a 35 year analysis period. Pavement performance monitoring and should continue in order to evaluate long term performance and cost-effectiveness of each strategy.
Bemanian, S. (1999). Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada (Report No. RDT97-001). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/42099
Bemanian, S.. Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada. Report no. RDT97-001. United States. Federal Highway Administration, 1999. https://rosap.ntl.bts.gov/view/dot/42099.
Bemanian, S. Evaluation of Rehabilitation Techniques for Flexible and Rigid Pavements in Nevada: Part 1 Cost-Effective Rehabilitation of Portland Cement Concrete Pavement in Nevada. United States. Federal Highway Administration, 1999, Report no. RDT97-001, ROSA P. https://rosap.ntl.bts.gov/view/dot/42099.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.