Influence of Curb Return and Crosswalk Setback on Turning Driver Decision-Making and Speed Selection

Author:

Chai Eileen Pei Ying1ORCID,Jashami Hisham2ORCID,Hurwitz David S.3ORCID,Kothuri Sirisha4ORCID,Monsere Christopher5ORCID

Affiliation:

1. Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, 1501 SW Campus Way, Corvallis, OR 97331. ORCID: .

2. Assistant Professor (Senior Research), School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, 1501 SW Campus Way, Corvallis, OR 97331. ORCID: .

3. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, 1501 SW Campus Way, Corvallis, OR 97331 (corresponding author). ORCID: .

4. Senior Research Associate, Dept. of Civil and Environmental Engineering, Portland State Univ., P.O. Box 751, Portland, OR 97207-0751. ORCID: .

5. Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., P.O. Box 751, Portland, OR 97207-0751. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference39 articles.

1. Left-turn gap acceptance models considering pedestrian movement characteristics;Alhajyaseen W. K. M.;Accid. Anal. Prev.,2013

2. Design criteria for crosswalk width and position at signalized intersections;Alhajyaseen W. K. M.;J. Civ. Eng. Archit.,2012

3. Alta Planning & Design. 2020. Corner design for all users. Portland, OR: Alta Planning & Design.

4. Which crosswalk? Effects of accessible pedestrian signal characteristics;Ashmead D. H.;ITE J. Inst. Transp. Eng.,2004

5. An Analysis of Changes in County-Level Travel Behavior Considering COVID-19–Related Travel Restrictions, Immunization Patterns, and Political Leanings

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