Application of Level-of-Service Methods for Evaluation of Operations at Pedestrian Facilities

Author:

Sisiopiku Virginia P.1,Byrd Jonathan2,Chittoor Asha3

Affiliation:

1. Room 311, University of Alabama at Birmingham, Hoehn Building, 1530 3rd Avenue South, Birmingham, AL 35294-4440.

2. Gonzalez-Strength and Associates, Inc., 2176 Parkway Lake Drive, Hoover, AL 35244.

3. Room 211, University of Alabama at Birmingham, Hoehn Building, 1530 3rd Avenue South, Birmingham, AL 35294-4440.

Abstract

Several methods for assessment of the quality of operations of pedestrian facilities on the basis of pedestrian level of service (LOS) have been proposed. Some of these methods use the principles of vehicular traffic to evaluate pedestrian traffic operations. Other methods are more concerned with the facility design and walking environment than with the actual pedestrian flows. To draw a complete picture of LOS determination methods for pedestrian facilities, it is necessary to review, compare, and contrast the various methods in the literature that assess quality of service for pedestrian facilities. This paper compares some of the more common and widely accepted methods for determination of the pedestrian LOS at sidewalks. These include the Highway Capacity Manual 2000 method, the Australian method, the Trip Quality method, the Landis model, and the conjoint analysis approach. After the methods and their associated measured criteria are described, a total of 13 sidewalks at two study sites were evaluated. The study sites are located in the downtown area of Birmingham, Alabama, and represent pedestrian operations at urban sidewalks. The comparison provides useful information on the consistency of the outcomes from the various methods and identifies needs for modifications and improvements. This is particularly useful in determining possible improvements to the existing Highway Capacity Manual 2000 method in the upcoming version of the Highway Capacity Manual.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference8 articles.

Cited by 22 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3