Hybrid Delay Models for Unsaturated Two-Way Stop Controlled Intersections

Author:

Al-Omari Bashar12,Benekohal Rahim F.12

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg., Jordan Univ. of Sci. & Technol., P.O. Box 3030, Irbid, Jordan. E-mail: bahomari@just.edu.jo

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Newmark Civ. Engrg. Lab, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: rebenekoh@uiuc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference12 articles.

1. Al-Omari B. H. ( 1996). “Delay models for intersections controlled by stop signs ” PhD thesis University of Illinois at Urbana-Champaign Urbana Ill.

2. Al-Omari B. H. and Benekohal R. F. ( 1997). “Delay at congested unsignalized intersections.” Traffic congestion and safety in the 21st century: Challenges innovations and opportunities R. Benekohal ed. ASCE Reston Va. 194–200.

3. Hansson A. ( 1978). “Capacity of un-signalized intersections; Swedish capacity manual.” Transp. Res. Rec. 667 Transportation Research Board Washington D.C. 4–11.

4. Kyte M. Clemow C. Mahfood N. Lall B. K. and Khisty C. J. ( 1990). “Capacity and delay characteristics of two way stop-controlled intersections.” Transp. Res. Rec. 1320 Transportation Research Board Washington D.C. 160–167.

5. Lu J. and Lall B. ( 1995). “Empirical models for traffic delay and capacity characteristics at two-way stop-controlled intersections.” Transp. Res. Rec. 1495 Transportation Research Board Washington D.C. 49–56.

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