Implementation of a Red Light Camera Program at Four Arterial Intersections in Alabama Led to a 22 Percent Reduction in Equivalent Property Damage Only Crashes.

Researchers Evaluated the Impact of Red Light Cameras on Safety, Operation, and Driver Behavior by Using a Before and After Study and Simulations to Estimate Their Impacts on Intersection Capacity.

Date Posted
09/29/2023
Identifier
2023-B01793

BEHAVIORAL, OPERATIONAL AND SAFETY EFFECTS OF RED-LIGHT CAMERAS AT SIGNALIZED INTERSECTIONS IN ALABAMA

Summary Information

Red Light Cameras (RLCs) are being deployed as tools to combat red-light running behavior at intersections on arterial roads which can lead to severe crashes and fatalities. This study assessed the safety impact of RLCs by employing a before and after comparative study at eight intersections in Opelika, Alabama. The before study was conducted between April, 2010 and March, 2013 and the after study was finished between April, 2013 and September, 2015.

METHODOLOGY

Safety effects of RLCs were evaluated through a before and after study and equivalent property damage only (EPDO) analysis. Crash data such as severity, type, and signal status were collected and examined across eight intersections, four intersections were equipped with RLCs and four intersections without RLCs. Total crashes and red light running were seen to decrease, but rear end crashes increased which was consistent with expectations. Therefore, to standardize improvement measurement, each crash was multiplied by its EPDO factor which determines severity. EPDO factors are taken from NHTSA 2015 crash cost estimates. A reduction in total EPDO score indicates an improvement in safety.

FINDINGS

  • The results indicated that presence of RLCs at intersections can influence driver behavior including higher tendencies to stop at the intersections leading to longer intersection delays.
  • Although the methodology does not account for regression to the mean bias or traffic volume, the overall EPDO score showed an improvement of 22 percent after using RLCs. Due to the small samples, it may overweight intersections with a small number of crashes, and a statistical significance test was not performed. However, the generally positive trend in the results hints at some level of improvement. The table below presents the measured scores at each experimented intersection.

Table 1. EPDO scores at the four treatment sites (using NHTSA 2015 Weights

Intersection Before After Percent Change (%)
Pepperell Parkway & Gateway Drive 13 18 +38
Frederick Road & Gateway Drive 14 4 -71
Interstate Drive & Gateway Drive 29 22 -24
Fox Run Parkway & W Point Ave 4 3 -25
Total 60 47 -22
Goal Areas
Deployment Locations