Effects of Preoverlay Pavement Conditions and Preoverlay Repair Methods on the Performance of Asphaltic Concrete Overlays-Reference-Cited by-同舟云学术

Effects of Preoverlay Pavement Conditions and Preoverlay Repair Methods on the Performance of Asphaltic Concrete Overlays

Published:2014-01 Issue:1 Volume:140 Page:42-49
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Li Xiaojun¹,Wen Haifang²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Washington State Univ., Spokane St., Sloan Hall 37, Pullman, WA 99164-2910.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., PO Box 642910, Spokane St., Sloan Hall 41, Pullman, WA 99164-2910 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000606

Reference13 articles.

1. Battaglia I. K. (2010). “Evaluation of various hot mix asphalt pavement thickness over rubblized concrete pavement.” Final Rep. (No. FEP-07-10) to WisDOT Wisconsin Dept. of Transportation Madison WI.

2. Cross S. A. Kearney E. R. Justus H. G. and Chesner W. H. (2010). “Cold-in-place recycling in New York state.” Final Summary Rep. (No. C-06-21) to New York State Energy Research and Development Authority (NYSERDA) New York State Dept. of Transportation Albany NY.

3. Hall K. T. Correa C. E. and Simpson A. L. (2002). “LTTP data analysis: Effectiveness of maintenance and rehabilitation options.” Contractor’s Final Rep. NCHRP Web Document 47 [Project 20-50(3/4)] Transportation Research Board Washington DC.

4. Hall K. T. and Darter M. I. (1989). “Rehabilitation performance and cost-effectiveness: 10-year case study.” Transportation Research Record 1215 Transportation Research Board Washington DC.

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