Calibrating Road Design Guides Using Risk-Based Reliability Analysis

Author:

Hussein Mohamed1,Sayed Tarek2,Ismail Karim3,Van Espen Adinda4

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4 (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125-3432 Colonel By Dr., Ottawa, ON, Canada K1S 5B6.

4. Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Ln., Vancouver, BC, Canada V6T 1Z4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference22 articles.

1. Easa S. M. (2000). “Reliability approach to intersection sight distance design.” Transportation Research Record 1701 Transportation Research Board Washington DC 42–52.

2. Incorporating Uncertainty into the Estimation of the Passing Sight Distance Requirements

3. Faghri A. and Demetsky M. J. (1988). “Reliability and risk assessment in the prediction of hazards at rail-highway grade crossings.” Transportation Research Record 1160 Transportation Research Board Washington DC 45–51.

4. Fambro D. Fitzpatrick K. and Koppa R. (1997). “Determination of stopping sight distance.” NCHRP Rep. 400 Transportation Research Board Washington DC.

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