Development of Guidelines for Triple Left and Dual Right-turn Lanes

Development of Guidelines for Triple Left and Dual Right-turn Lanes
Author: Scott Allen Cooner
Publisher:
Total Pages:
Release: 2011
Genre: Turning lanes
ISBN:

Left- or right-turn lanes at intersections improve safety and operations by separating turning and through vehicles. At intersections with heavy turning demand, it may be necessary to provide multiple turn lanes. Triple left-turn (TLT) and dual right-turn (DRT) lanes are still considered as relatively new designs that many agencies are reluctant to use, so they are somewhat limited in Texas. Guidelines for TLT or DRT lanes are almost nonexistent, leaving traffic engineers to rely on judgment for their designs. Therefore, their research was needed to develop consistence guidance. The 0-6112 project achieved two primary project goals: (1) development of geometric and signal design guidelines for TLT and DRT lanes; and (2) evaluation of the safety and operational performance of TLT and DRT sites in Texas. Researchers conducted field studies at 5 TLT and 20 DRT, primarily in the Dallas-Fort Worth and Houston urban areas, in order to evaluate lane utilization patterns, saturation flow rates, conflicts, and other operational factors. The research team also analyzed safety performance by investigating the crash history of the 25 sites using three techniques: collision diagrams, field conflict study, and comparison study. The results revealed that TLT lanes do not experience any major safety issues and also concluded that, in general, a well-designed DRT lane does not cause significantly higher crash frequency or severity compared to single right-turn lanes. Based on the results of this research and the geometric and signal design guidelines, Tudor and other agencies should be confident that well-designed TLT and DRT lanes can be implemented to address heavy turning demand at key intersections. The evaluation of these multiple turn lane sites in Texas revealed that they perform well from both operational and safety standpoints. TLT and DRT lanes are not appropriate for all situations, and their use should be supported by an operational analysis. Other techniques (grade separation, signal timing, etc.) might be better solutions for a particular site, especially when considering the effects of adjacent intersections, pedestrian/bicycle movements, and other key factors. Researchers developed a product, Keys to Successful Public Outreach, which is useful for implementing multiple turn lane projects.

Design Guidelines for Raised and Traversable Medians in Urban Areas

Design Guidelines for Raised and Traversable Medians in Urban Areas
Author: Martin R. Parker
Publisher:
Total Pages: 92
Release: 1983
Genre: Median strips
ISBN:

Major urban and suburban streets must provide a high level of service for through traffic as well as access to abutting properties. To an extent, the provisions of traffic service and the accommodation of access needs are conflicting functions that are affected through different treatments of the median. The regulation of left-turn traffic through the utilization of alternate median controls is a primary method of expediting through traffic and providing adequate access to adjacent development. Although several investigators have examined the merits of raised medians with barrier curbs and traversable or continuous two-way, left-turn median lanes, guidelines for selecting the treatment best suited for particular roadway and traffic conditions have not been fully developed. The absence of guidelines has led to considerable differences in opinion among planners, designers, and traffic engineers concerning the selection of an appropriate median treatment. Often the design chosen has generated criticism from the motoring public, property owners, and businessmen. An inappropriate design can also lead to safety and operational problems as well as the ineffective use of highway revenue. The scope of the research reported here included a literature review, a questionnaire survey of design engineers in major U.S. cities and state departments of transportation, and the collection of traffic, land use, and accident data covering a three-year period for 50 urban and suburban roadways in Virginia. Data were also collected on four-lane undivided sites to provide a basis for examining the effects of alternative median controls. Analysis of variance and multiple linear regression techniques were employed to identify and quantify the safety and operational impacts of alternative median treatments. Based on the results of the analysis and on the information obtained from the survey of current practices, a set of guidelines was developed for selecting appropriate median controls. The guidelines are intended to assist in the choice of a specific median design by providing an assessment of the impacts of the various treatments under existing as well as future land use, traffic, and operational conditions. The guidelines include quantitative as well as subjective factors which provide a rational basis for aiding the decision maker in selecting a particular design.

Transportation Needs and Programs Summary

Transportation Needs and Programs Summary
Author:
Publisher:
Total Pages: 256
Release: 1981
Genre: Transportation
ISBN:

Identifies transportation research and product needs as identified by local government officials in the country's largest jurisdictions.

Development of Left-turn Lane Guidelines for Signalized and Unsignalized Intersections

Development of Left-turn Lane Guidelines for Signalized and Unsignalized Intersections
Author:
Publisher:
Total Pages: 80
Release: 2004
Genre: Left-turn lanes
ISBN:

It is generally accepted that the level of service (LOS) at intersections significantly affects the overall LOS of the road system. It is also known that the LOS at an intersection can be adversely affected by frequently allowing left-turning vehicles to block through traffic. In addition, crash rates tend to be higher at intersections than on through sections of a road. The separation of left-turning vehicles from through traffic is therefore an important condition for the safe and effective operation of intersections. Existing guidelines for installing left-turn lanes have several limitations. They are mainly based on the traffic volumes at the intersection, and they use deterministic models with fixed gap acceptance and/or left-turn maneuver times. In addition, the guidelines for left-turn lanes for unsignalized intersections and signalized intersections must be specific for the type of intersection. In this study, new left-turn guidelines for both unsignalized and signalized intersections were developed on the basis of well-validated event-based simulation programs. Guidelines for unsignalized intersections were based on the percentage of left turns blocking through vehicles, whereas the guidelines for signalized intersections were developed using a minimum left-turn volume of either 85% left-turn capacity or LOS E delay (55 seconds/vehicle). In addition to the general guidelines, a prioritization tool that can be used to prioritize candidate intersections was developed. The prioritization tool accounts for both operational and safety aspects.