A Data-Driven Method for Comprehensive Pavement-Condition Ranking

Author:

Qiu Shi1,Xiao Danny X.2,Huang Shaoqing3,Li Long3,Wang Kelvin C. P.4

Affiliation:

1. Assistant Professor, Beijing Key Laboratory of Traffic Engineering and College of Metropolitan Transportation, Beijing Univ. of Technology, Chaoyang District, Beijing 100124, China (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Platteville, 137 Ottensman Hall, 1 University Plaza, Platteville, WI 53818.

3. Research Engineer, National Engineering Research Center of Road Maintenance Technologies and RoadMainT Co. Ltd., Bldg. No. 7, Block 9, Dijin Rd., Haidian District, Beijing 100095, China.

4. Professor and Gilbert, Cooper, W&W Steel Chair, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74074.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference27 articles.

1. ARA (Applied Research Associates). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” Final Rep. National Cooperative Highway Research Program Champaign IL.

2. ASTM. (2009). “Standard practice for roads and parking lots pavement condition index surveys.” ASTM D6433-09 West Conshohocken PA.

3. Bai Q. Labi S. and Li Z. (2008). “Trade-off analysis methodology for asset management.” Publication FHWA/IN/JTRP-2008/31 Joint Transportation Research Program Indiana Dept. of Transportation and Purdue Univ. West Lafayette IN.

4. Pavement Maintenance Planning at the Network Level with Principal Component Analysis

5. The pavement serviceability performance concept;Carey W. N.;Highway Res. Bull.,1964

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