Evaluating the Capacity of Freeway Weaving Sections

Author:

Wang Mu‐Han1,Cassidy Michael J.2,Chan Patrick3,May Adolf D.4

Affiliation:

1. Res. Asst., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907

2. Asst. Prof., School of Civ. Engrg., Purdue Univ., West Lafayette, IN

3. Transp. Engr., JHK & Assoc., White Stone, NY 11357

4. Prof., Univ. of California, Berkeley, CA 94720

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference13 articles.

1. Cassidy M. and May A. D. (1991). “A proposed model analytical technique for estimating capacity and LOS of major freeway weaving sections.” Transp. Res. Record October.

2. Cassidy M. et al. (1990). “A proposed analytical technique for the design and analysis of major freeway weaving sections.” Institute of Transportation Studies Res. Rep. No. UCCB‐ITS‐RR‐90‐DRAFT Univ. of California.

3. Cassidy M. Skabardonis A. and May A. D. (1989). “Operation of major freeway weaving sections: Recent empirical evidence.” Transp. Res. Record No. 1225 .

4. Fazio J. (1985). “Refinement of a weaving operational analysis and design procedure and evaluation of four weaving operational analysis and design procedures.” Final Rep. Dept. of Civ. Engrg. Mech. and Metallurgy Univ. of Illinois at Chicago June.

5. Hall F. and Hall L. (1990). “Capacity and speed‐flow analysis of the Queen Elizabeth Way in Ontario.” Transp. Res. Record No. 1287 .

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