Accuracy of the HCM 2000 Queue Clearance Model: Case of Multiple Approach Lanes with Shared Left Turns and Multiple Opposing Lanes-Reference-Cited by-同舟云学术

Accuracy of the HCM 2000 Queue Clearance Model: Case of Multiple Approach Lanes with Shared Left Turns and Multiple Opposing Lanes

Published:2005-12 Issue:12 Volume:131 Page:912-916
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Foil Shannon L.¹²,Qureshi Mohammad A.¹²

Affiliation:

1. EI, Olsson Associates, 7301 West 133rd St., Suite 200, Overland Park, KS 66213.

2. Dept. of Civil Engineering, Univ. of Missouri-Rolla, Butler Carlton Hall, 1870 Miner Circle, Rolla, MO 65409-0030.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282005%29131%3A12%28912%29

Reference7 articles.

1. Hurdle V. F. and Lord D. (1998). “Analysis of two left-turn equations from the Highway Capacity Manual .” Transportation Research Record 1646 Transportation Research Board National Research Council Washington D.C. 71–78.

2. Modified Delay Equations for Permitted Left Turns

3. Prassas E. S. and Roess R. P. (1992). “Left-turn adjustment for permitted turns from shared lane groups: Another look.” Transportation Research Record 1398 Transportation Research Board National Research Council Washington D.C. 75–81.

4. Roess R. P. Papayannoulis V. N. Ulerio J. M. and Levinson H. S. (1989). “Federal Highway Administration Contract No. DTFH-87-C-00012: Levels of service in shared permissive left-turn lane groups at signalized intersections.” Transportation Training and Research Center Polytechnic Univ. Brooklyn N.Y.

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