Study Details
Study Title: Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections
Authors: Le et al.
Publication Date:JAN, 2017
Abstract: Packages of intersection treatments, including signing, pavement marking and signal 2 enhancements, were installed at many signalized and stop-controlled intersections in South Carolina. This study evaluated the overall safety effectiveness of the concurrent implementation of these systemic low-cost treatments as part of the FHWA Evaluation of Low Cost Safety Improvements Transportation Pooled Fund. The dataset included both urban and rural 3-legged and 4-legged intersections with two or four lanes on the major road. The study employed an empirical Bayes (EB) before-after analysis. The aggregate results indicate reductions for all crash types analyzed in this study. For signalized intersections, the crash modification factors (CMF) are 0.955, 0.893, 0.974, 0.883, and 0.969 for total, fatal and injury, rear-end, right-angle, and nighttime crashes, respectively. The CMFs for fatal and injury and right-angle crashes are statistically significant at 95-percent and the CMF for total crashes is statistically significant at 90-percent confidence levels. For stop controlled intersections, the CMFs are 0.917, 0.899, 13 0.933, 0.941 and 0.853 for total, fatal and injury, rear-end, right-angle, and nighttime crashes, respectively. All CMFs for stop-controlled intersections are statistically significant at the 95-percent confidence level. An economic analysis shows that systemic, low-cost intersection treatments are cost effective with conservative benefit-cost ratio estimates of 4.1 for total crashes at signalized intersections and 12.4 for total crashes at stop-controlled intersections.
Study Citation: Le, Thanh. Q., F. Gross, and T. Harmon. " Safety Effects of Low-Cost Systemic Safety Improvements at Signalized and Stop-Controlled Intersections". Presented at the 96th Annual Meeting of the Transportation Research Board, Paper No. 17-05379, Washington, D.C., (2017).
CMFs Associated With This Study
Category: Intersection traffic control
Countermeasure: Implement systemic signing and marking improvements at stop-controlled intersections
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
0.956 | 4.4 | Angle | All | All | All |
0.916 | 8.4 | Nighttime | All | All | All |
0.902 | 9.8 | All | All | All | All |
0.811 | 18.9 | All | K,A,B,C | All | All |
0.94 | 6 | Rear end | All | All | All |
0.99 | 1 | Angle | All | All | All |
0.828 | 17.2 | Nighttime | All | All | All |
1.003 | -0.3 | All | All | All | All |
1.082 | -8.2 | All | K,A,B,C | All | All |
0.982 | 1.8 | Rear end | All | All | All |
0.97 | 3 | Angle | All | All | All |
0.979 | 2.1 | Nighttime | All | All | All |
0.854 | 14.6 | All | All | All | All |
0.816 | 18.4 | All | K,A,B,C | All | All |
0.875 | 12.5 | Rear end | All | All | All |
0.892 | 10.8 | Angle | All | All | All |
0.779 | 22.1 | Nighttime | All | All | All |
0.854 | 14.6 | All | All | All | All |
0.878 | 12.2 | All | K,A,B,C | All | All |
0.838 | 16.2 | Rear end | All | All | All |
0.924 | 7.6 | Angle | All | All | All |
0.78 | 22 | Nighttime | All | All | All |
0.917 | 8.3 | All | All | All | All |
0.899 | 10.1 | All | K,A,B,C | All | All |
0.933 | 6.7 | Rear end | All | All | All |
0.941 | 5.9 | Angle | All | All | All |
0.853 | 14.7 | Nighttime | All | All | All |
1.066 | -6.6 | All | All | All | Urban |
0.748 | 25.2 | All | All | All | Rural |
1.095 | -9.5 | All | K,A,B,C | All | Urban |
0.734 | 26.6 | All | K,A,B,C | All | Rural |
1.006 | -0.6 | Rear end | All | All | Urban |
0.811 | 18.9 | Rear end | All | All | Rural |
1.025 | -2.5 | Angle | All | All | Urban |
0.833 | 16.7 | Angle | All | All | Rural |
1.013 | -1.3 | Nighttime | All | All | Urban |
0.718 | 28.2 | Nighttime | All | All | Rural |
0.958 | 4.2 | All | All | All | All |
0.854 | 14.6 | All | All | All | All |
0.949 | 5.1 | All | K,A,B,C | All | All |
0.962 | 3.8 | Rear end | All | All | All |
0.977 | 2.3 | Angle | All | All | All |
0.902 | 9.8 | Nighttime | All | All | All |
0.836 | 16.4 | All | K,A,B,C | All | All |
0.862 | 13.8 | Rear end | All | All | All |
0.902 | 9.8 | Angle | All | All | All |
0.78 | 22 | Nighttime | All | All | All |
0.879 | 12.1 | All | All | All | All |
0.814 | 18.6 | All | K,A,B,C | All | All |
0.919 | 8.1 | Rear end | All | All | All |
0.925 | 7.5 | Angle | All | All | All |
0.806 | 19.4 | Nighttime | All | All | All |
0.96 | 4 | All | All | All | All |
1.013 | -1.3 | All | K,A,B,C | All | All |
0.948 | 5.2 | Rear end | All | All | All |
Countermeasure: Implement systemic signing and visibility improvements at signalized intersections
CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
---|---|---|---|---|---|---|
1.011 | -1.1 | Rear end | All | All | All |
0.928 | 7.2 | Angle | All | All | All |
0.958 | 4.2 | Nighttime | All | All | All |
0.878 | 12.2 | Angle | All | All | Rural |
0.938 | 6.2 | Nighttime | All | All | Rural |
0.86 | 14 | All | All | All | All |
0.81 | 19 | All | K,A,B,C | All | All |
0.822 | 17.8 | Rear end | All | All | All |
0.895 | 10.5 | Angle | All | All | All |
1.044 | -4.4 | Nighttime | All | All | All |
0.972 | 2.8 | All | All | All | All |
0.908 | 9.2 | All | K,A,B,C | All | All |
1 | 0 | Rear end | All | All | All |
0.881 | 11.9 | Angle | All | All | All |
0.955 | 4.5 | Nighttime | All | All | All |
0.784 | 21.6 | All | All | All | All |
0.756 | 24.4 | All | K,A,B,C | All | All |
0.866 | 13.4 | Rear end | All | All | All |
0.654 | 34.6 | Angle | All | All | All |
0.884 | 11.6 | Nighttime | All | All | All |
0.978 | 2.2 | All | All | All | All |
0.911 | 8.9 | All | K,A,B,C | All | All |
0.988 | 1.2 | Rear end | All | All | All |
0.917 | 8.3 | Angle | All | All | All |
0.98 | 2 | Nighttime | All | All | All |
0.901 | 9.9 | All | All | All | All |
0.771 | 22.9 | All | K,A,B,C | All | All |
0.794 | 20.6 | Rear end | All | All | All |
1.104 | -10.4 | Angle | All | All | All |
0.809 | 19.1 | Nighttime | All | All | All |
0.846 | 15.4 | All | All | All | All |
0.819 | 18.1 | All | K,A,B,C | All | All |
0.829 | 17.1 | Rear end | All | All | All |
0.833 | 16.7 | Angle | All | All | All |
1.128 | -12.8 | Nighttime | All | All | All |
0.732 | 26.8 | All | All | All | All |
0.746 | 25.4 | All | K,A,B,C | All | All |
0.895 | 10.5 | Rear end | All | All | All |
0.509 | 49.1 | Angle | All | All | All |
0.914 | 8.6 | Angle | All | All | All |
0.998 | 0.2 | All | All | All | All |
0.926 | 7.4 | All | K,A,B,C | All | All |
0.955 | 4.5 | All | All | All | All |
0.893 | 10.7 | All | K,A,B,C | All | All |
0.974 | 2.6 | Rear end | All | All | All |
0.883 | 11.7 | Angle | All | All | All |
0.969 | 3.1 | Nighttime | All | All | All |
0.949 | 5.1 | All | All | All | Urban |
0.854 | 14.6 | All | K,A,B,C | All | Urban |
0.96 | 4 | Rear end | All | All | Urban |
0.884 | 11.6 | Angle | All | All | Urban |
0.974 | 2.6 | Nighttime | All | All | Urban |
0.983 | 1.7 | All | All | All | Rural |
1.054 | -5.4 | All | K,A,B,C | All | Rural |
1.06 | -6 | Rear end | All | All | Rural |