Simulating Freight Traffic between Atlantic Canada and Québec to Support Pavement Management on New Brunswick’s Regional Highways

Author:

Amador-Jiménez Luis1,Reza Amin Md Shohel2

Affiliation:

1. Assistant Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., 1515 Saint Catherine St. West, Montreal, QB, Canada H3G 2W1 (corresponding author).

2. Ph.D. Student and Research Assistant, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Saint Catherine St. West, Montreal, QB, Canada H3G2W1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference24 articles.

1. AASHTO. (1993). 1993 AASHTO Flexible Pavement Structural Design 14 March 2008 〈http://www.pavementinteractive.org〉 〈http://www.pavementinteractive.org/article/1993-aashto-flexible-pavement-structural-design/〉 (Aug. 15 2011).

2. Ahuja A. S. (2007). “Development of passenger car equivalents for freeway merging sections.” MSE thesis Univ. of Nevada Las Vegas.

3. Capturing variability in pavement performance models from sufficient time-series predictors: a case study of the New Brunswick road network

4. Cunningham J. MacNaughton J. and Landers S. (2010). “Managing the risk of aging pavement infrastructure in New Brunswick through innovative decision making.” Proc. of the 2010 Annual Conf. of the Transportation Association of Canada Transportation Association of Canada Halifax NS.

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