Optimal Trade-Offs between Construction Cost and Traffic Delay for Highway Work Zones

Author:

Abdelmohsen Ahmed Z.1,El-Rayes Khaled2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Benekohal R. F. Kaca-Mohideen A-Z. and Chitturi M. V. (2003). “Evaluation of construction work zone operational issues: Capacity queue and delay.” Illinois Dept. of Transportation Univ. of Illinois at Urbana Champaign Urbana IL.

2. Benekohal R. F. Ramezani H. and Avrenli K. A. (2010). “Queue and user’s costs in highway work zones.” Final Rep. ICT-R27-33 Illinois Dept. of Transportation Univ. of Illinois at Urbana Champaign Urbana IL.

3. Borchardt D. W. Pesti G. Sun D. and Ding L. (2009). “Capacity and road user cost analysis of selected freeway work zones in Texas.” FHWA/TX-09/0-5619-1 Texas Transportation Institute Austin TX.

4. A stochastic delay prediction model for real-time incident management;Boyles S.;ITE J.,2007

5. Optimal Work Zone Lengths for Four-Lane Highways

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