Top-Down Cracking in Asphalt Pavements: Causes, Effects, and Cures-Reference-Cited by-同舟云学术

Top-Down Cracking in Asphalt Pavements: Causes, Effects, and Cures

Published:2008-01 Issue:1 Volume:134 Page:1-6
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Harmelink Donna¹²³,Shuler Scott¹²³,Aschenbrener Tim¹²³

Affiliation:

1. Operations and Pavement Engineer, FHWA Colorado Division, 12300 W. Dakota Ave., Ste. 180, Lakewood, CO 80228 (corresponding author). E-mail: donna.harmelink@fhwa.dot.gov

2. Associate Professor, Dept. of Construction Management, Colorado State Univ., Ft. Collins, CO. E-mail: scott.shuler@colostate.edu

3. Colorado Department of Transportation, Denver, CO 80216-6408. E-mail: tim.aschenbrener@dot.state.co.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282008%29134%3A1%281%29

Reference5 articles.

1. Anderson M. D’ Angelo J. and Huber G. (2001). “Forensic investigation of early cracking on I-25 in Denver Colorado.” CDOT-DTD-R-2001-10 Colorado Department of Transportation Colo.

2. Brakey B. A. (2000). “Guidelines for selection of rehabilitation strategies for asphalt pavement.” CDOT-DTD-R-2000-8 Colorado Department of Transportation Colo.

3. Harmelink D. Aschenbrener T. and Shuler S. (2007). “Achieving four percent air voids in real pavements with superpave.” Journal of the Transportation Research Board National Academy of Sciences Washington D.C.

4. Illinois Department of Transportation (1993). “A review of cracking on full depth bituminous pavement (longitudinal cracking).” Ill.

5. Shuler S. (2007). “Performance of crack attenuation methods on I-25 after eight years.” Proc. Annual Meeting TRB.

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