Effectiveness of Microsurfacing Treatments
Author:
Affiliation:
1. Massachusetts Institute of Technology, E1-175, 77 Massachusetts Ave., Cambridge, MA 02139.
2. 901 Ponce de Leon Blvd., Suite 900, Coral Gables, Fl 33134. E-mail: geoffrey1@c3ts.com
3. Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282007%29133%3A5%28298%29
Reference27 articles.
1. Brown E. R. (1988). “Preventive maintenance of asphalt concrete pavements.” Transportation Research Record. 1205 Transportation Research Board National Research Council Washington D.C. 6–11.
2. Collucci-Rios B. and Sinha K. C. (1985). “Optimal pavement management approach using roughness measurements.” Transportation Research Record. 1048 Transportation Research Board Washington D.C. 13–18.
3. Darter M. I. Smith R. E. and Shahin M. Y. (1987). “Use of life-cycle costing analysis as a basis for determining the cost-effectiveness of maintenance and rehabilitation treatments for developing a network level assignment procedure.” Proc. North American Pavement Management Conf. Toronto.
4. Dwight-Hixon C. and Ooten D. A. (1993). “Nine years of microsurfacing in Oklahoma.” Transportation Research Record. 1392 Transportation Research Board National Research Council Washington D.C. 13–19.
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