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Safety Evaluation of Multiple Strategies at Stop-controlled Intersections

Safety Evaluation of Multiple Strategies at Stop-controlled Intersections
Author: Thanh Le (Highway engineer)
Publisher:
Total Pages: 88
Release: 2018
Genre: Road markings
ISBN:

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The Development of Crash Modification Factors program studied the safety performance of various stop-controlled intersections for the Evaluation of Low-Cost Safety Improvements Pooled Fund Study. This study evaluated the safety effectiveness of multiple low-cost treatments at stop-controlled intersections. Improvements included basic signing and pavement markings. This strategy is intended to reduce the frequency and severity of crashes at stop-controlled intersections by alerting drivers to the presence and type of approaching intersection. Geometric, traffic, and crash data were obtained at three- and four-legged, two- and four-lane major road, and urban and rural stop-controlled intersections in South Carolina. To account for potential selection bias and regression to the mean, an empirical Bayesian before-after analysis was conducted, using reference groups of untreated intersections with similar characteristics to the treated sites. The analysis also controlled for changes in traffic volumes throughout time and time trends in crash counts unrelated to the treatments. The aggregate results indicate reductions for all crash types analyzed (i.e., total, fatal and injury, rear-end, right-angle, and nighttime). The reductions are statistically significant at the 95-percent confidence level for all crash types. For all crash types combined, the crash modification factors (CMFs) are 0.917 for all severities and 0.899 for fatal and injury crashes. The CMFs for rear-end, right-angle, and nighttime crashes are 0.933, 0.941, and 0.853, respectively. The benefit-cost ratio estimated with conservative cost and service life assumptions is 12.4 to 1 for total crashes at unsignalized intersections. The results suggest that the multiple low-cost treatments, even with conservative assumptions on cost, service life, and the value of a statistical life, can be cost effective.


Safety Evaluation of Multiple Strategies at Stop-controlled Intersections

Safety Evaluation of Multiple Strategies at Stop-controlled Intersections
Author: Thanh Le
Publisher:
Total Pages: 88
Release: 2017
Genre: Roads
ISBN:

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Technical summary of the FHA report FHWA-HRT-17-086 program that studied the safety performance of various stop-controlled intersections for the Evaluation of Low-Cost Safety Improvements Pooled Fund Study. This study evaluated the safety effectiveness of multiple low-cost treatments at stop-controlled intersections.


Safety Evaluation of Multiple Strategies at Signalized Intersections

Safety Evaluation of Multiple Strategies at Signalized Intersections
Author: Thanh Le (Highway engineer)
Publisher:
Total Pages: 92
Release: 2018
Genre: Road markings
ISBN:

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Evaluates multiple low-cost safety improvements at signalized intersections for bacis signing, pavement marking, and signal enhancements.


Safety Evaluation of Transverse Rumble Strips on Approaches to Stop-controlled Intersections in Rural Areas

Safety Evaluation of Transverse Rumble Strips on Approaches to Stop-controlled Intersections in Rural Areas
Author:
Publisher:
Total Pages: 0
Release: 2012
Genre: Express highways
ISBN:

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Transverse rumble strips (TRSs) (also called in-lane rumble strips) have been used by some agencies to warn drivers in rural areas that they are approaching a stop sign. The strips typically consist of grooves crossing the roadway surface to provide a tactile and audible warning for drivers. Many studies have focused on the effect of TRSs on driver behavior, and there is some evidence that TRSs are effective in reducing the intersection approach speeds. However, the results from these crash-based studies are not reliable due to the lack of rigor in the accident evaluation designs. The objective of this effort was to examine the impact of TRSs on crashes, specifically total crashes, injury crashes, and specific crash types, such as right-angle and run stop sign crashes. The effort also included an economic analysis to investigate the tradeoffs between different crash types. Data on rural intersections with minor-leg stop control where TRSs were introduced was provided by the Iowa Department of Transportation (Iowa DOT) and Minnesota Department of Transportation (MnDOT).


Safety Evaluation of Turning Movement Restrictions at Stop-controlled Intersections

Safety Evaluation of Turning Movement Restrictions at Stop-controlled Intersections
Author: Thanh Le
Publisher:
Total Pages: 12
Release: 2017
Genre: Roads
ISBN:

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Technical summary of the FHA report FHWA-17-064 program that studied the safety effects of converting three-legged, full movement intersections to right-in/right-out (RIRO) operations using physical barriers.


Evaluation of the Effectiveness of Stop Lines in Increasing the Safety of Stop-controlled Intersections

Evaluation of the Effectiveness of Stop Lines in Increasing the Safety of Stop-controlled Intersections
Author: Melissa Duhn
Publisher:
Total Pages: 200
Release: 2020
Genre: Roads
ISBN:

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Stop lines are ubiquitous, but do they really impact intersection safety? Prior to this project, no long-term studies on intersection safety with stop lines had been completed. This project was developed with two parallel research efforts: a safety study and an observational study. The safety study was developed to address stop lines’ effects over the long term and used crash data from five cities’ stop-controlled intersections to perform regression and see if stop lines actually influenced safety. The observational study was developed to determine if stop lines have an effect on driver behavior at intersections and to look at where drivers were stopping. Video was collected at 16 different intersections before and after a stop line was painted. The safety study and observational study showed that stop lines did not have a significant impact on driver behavior or intersection safety, but other factors like speed limits and sight distance did. Implications for practice include carefully examining sight distance at the intended stopping point to ensure drivers have adequate sight distance in both directions. If sight distance is not adequate, moving the intended stop location or reconsidering whether the intersection should have signage -- stop or yield -- or be uncontrolled could yield better driver compliance and safety.