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Title:

Following Status and Percent Followers on Two-Lane Two-Way Highways: Empirical Investigation
Cover of Following Status and Percent Followers on Two-Lane Two-Way Highways: Empirical Investigation

Accession Number:

01628689

Record Type:

Component

Abstract:

This paper presents an empirical investigation into car following interactions. Detector data from 15 study sites in Idaho, Montana and Oregon representing all three highway classes were used in this investigation. Investigation of speeds and headways suggests that the headway at which vehicles start the car-following interaction (referred to in this study as the critical headway) varied in a range that is site-specific, with the lower limit generally varying between 1 and 2 seconds, and the upper limit varying between 6 and 7 seconds. The study also found that vehicles traveling at a perceived minimum safe headway increase in number as headways get smaller and more vehicles enter the car following state. Further, the study introduced a new approach for estimating percent followers in the traffic stream and used field data in deriving headway cut-off values. Headway cut-off value for percent followers at class I sites varied between 1.8 and 2.8 seconds, while those for class II and class III sites are slightly above 3 seconds.

Supplemental Notes:

This paper was sponsored by TRB committee AHB40 Standing Committee on Highway Capacity and Quality of Service.

Monograph Accession #:

01618707

Report/Paper Numbers:

17-03166

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Al-Kaisy, Ahmed
Jafari, Amirhossein
Washburn, Scott

Pagination:

17p

Publication Date:

2017

Conference:

Transportation Research Board 96th Annual Meeting

Location: Washington DC, United States
Date: 2017-1-8 to 2017-1-12
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; References; Tables

Geographic Terms:

Subject Areas:

Highways; Operations and Traffic Management

Source Data:

Transportation Research Board Annual Meeting 2017 Paper #17-03166

Files:

PRP, TRIS, TRB, ATRI

Created Date:

Dec 8 2016 11:11AM