Lane Volume and Saturation Flow Rate for Multilane Intersection Approach-Reference-Cited by-同舟云学术

Lane Volume and Saturation Flow Rate for Multilane Intersection Approach

Published:1998-05 Issue:3 Volume:124 Page:240-245
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Bonneson James A.¹

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281998%29124%3A3%28240%29

Reference3 articles.

1. Bonneson J. A. and McCoy P. T. (1997). “Capacity and operational effects of midblock left-turn lanes.” NCHRP Rep. No. 395 Transp. Res. Board Washington D.C.

2. Highway capacity manual . (1994). Spec. Rep. 209 3rd Ed. Transp. Res. Board Washington D.C.

3. Lieberman E. B. (1980). “Determining the lateral deployment of traffic on an approach to an intersection.” Transp. Res. Rec. 772 Transp. Res. Board Washington D.C. 1–5.

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