PERMITTED LEFT-TURN CAPACITY OF EXCLUSIVE LANES: SIMULATION-BASED EMPIRICAL METHOD

An exploratory procedure for analyzing the permitted left-turn capacity with exclusive lanes is presented, including several empirical models for opposing queue length prediction, permitted saturation flow of mixed traffic, and effect of bay length on the left-turn capacity. Some critical factors, such as the number of opposing lanes and the interactions between upstream and downstream green time-cycle length ratios, have been incorporated in the proposed procedures for capacity estimation. A discrete choice modeling methodology has been applied to predict the fraction of time in a cycle during which the through queue length may be over a certain distance. Such a model enables traffic engineers to determine the left-turn bay length from a cost-benefit perspective. It should be noted that all proposed empirical models are grounded on the simulation experiments with TRAF-NETSIM. Hence, adjustments or modifications may be necessary after extensive field observations are conducted to calibrate TRAF-NETSIM.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 96-103
  • Monograph Title: Part 1: 1994 TRB Distinguished Lecture, Adolf D May; Part 2: Traffic flow and capacity
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00677651
  • Record Type: Publication
  • ISBN: 0309061008
  • Files: TRIS, TRB
  • Created Date: May 11 1995 12:00AM