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First published online January 1, 2015

Safety Evaluation of Diverging Diamond Interchanges in Missouri

Abstract

The diverging diamond interchange (DDI) has gained in popularity since its first implementation in the United States in 2009. The operational benefits and lower costs of retrofitting a conventional diamond with a DDI have contributed to increased use of the DDI. Research on DDIs has focused primarily on the assessment of operational benefits. Formal safety evaluations of DDIs are lacking. This study aimed to fill the knowledge gap by conducting a safety evaluation of DDIs using three types of before–after evaluation methods: naive, empirical Bayes, and comparison group. Three evaluation methods were used because each involved different trade-offs, such as data required, complexity, and regression to the mean. All three methods showed that a DDI replacing a conventional diamond decreased crash frequency for all severities. The highest crash reduction (59.3% to 63.2%) was observed for fatal and injury crashes. Crashes involving property damage only were reduced by 33.9% to 44.8%. Total crash frequency also decreased by 40.8% to 47.9%. A collision diagram analysis revealed that the DDI, as compared with a diamond, traded high-severity crashes for lower-severity crashes. Whereas 34.3% of ramp terminal fatal and injury crashes in a diamond occurred in left-turn angle crashes with oncoming traffic, the DDI eliminated this crash type. One potential concern for the DDI is the possibility of wrong-way crashes, but only 4.8% of all fatal and injury crashes occurring at the ramp terminal of a DDI were wrong-way crashes. The DDI offers significant crash reduction benefits over conventional diamond interchanges.

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References

1. Bared J. G., Edara P. K., and Jagannathan R. Design and Operational Performance of Double Crossover Intersection and Diverging Diamond Interchange. In Transportation Research Record: Journal of the Transportation Research Board, No. 1912, Transportation Research Board of the National Academies, Washington, D.C., 2005, pp. 31–38.
2. Edara P., Bared J. G., and Jagannathan R. Diverging Diamond Interchange and Double Crossover Intersection: Vehicle and Pedestrian Performance. Presented at 3rd International Symposium of Highway Geometric Design, Chicago, Ill., 2005.
3. Hughes W., Jagannathan R., Sengupta D., and Hummer J. Alternative Intersections and Interchanges: Informational Report. Report FHWA-HRT-09-060. FHWA, U.S. Department of Transportation, 2010.
4. Interstate 435 and Front Street Interchange Improvements. Missouri Department of Transportation, Jefferson City. http://www.modot.org/kansascity/major_projects/Front_Street_DDI.htm. Accessed May 19, 2014.
5. Chlewicki G. New Interchange and Intersection Designs: The Synchronized Split-Phasing Intersection and the Diverging Diamond Interchange. Presented at 2nd Urban Street Symposium, Anaheim, Calif., 2003.
6. Chlewicki G. Learning from Eight Operational Diverging Diamond Interchanges in the Unites States. Presented at 92nd Annual Meeting of the Transportation Research Board, Washington, D.C., 2013.
7. Chilukuri V., Smith S., Michael T., and Ryan T. Diverging Diamond Interchange Performance Evaluation (I-44 and Route 13). Report OR11-012. FHWA, U.S. Department of Transportation; Missouri Department of Transportation, Jefferson City, 2011.
8. Signalized Intersections: Informational Guide. Report FHWA-HTR-04-091. FHWA, U.S. Department of Transportation, 2004.
9. Inman V. W. Driver's Evaluation of the Diverging Diamond Interchange. Report FHWA-HRT-07-048. FHWA, U.S. Department of Transportation, 2007.
10. Rodegerdts L., Bansen J., Tiesler C., Knudsen J., Myers E., Johnson M., Moule M., Persaud B., Lyon C., Hallmark S., Isebrands H., Crown R. B., Guichet B., and O'Brien A. NCHRP Report 672: Roundabouts: An Informational Guide, 2nd ed. Transportation Research Board of the National Academies, Washington, D.C., 2010.
11. Missouri Uniform Crash Report Preparation Manual, Version 2.0. Statewide Traffic Accident Record System, Department of Public Safety, Jefferson City, Mo., 2012.
12. Highway Safety Manual. AASHTO, Washington, D.C., 2010.
13. Hauer E. Observational Before–After Studies in Road Safety: Estimating the Effects of Highway and Traffic Engineering Measures on Road Safety. Emerald Group Publishing Limited, United Kingdom, 1997.
14. Hummer S. E., Haley J. E., Ott R. L., Foyleand R. S., and Cunningham C. M. Superstreet Benefits and Capacities. Report FHWA/NC/2009-06. North Carolina Department of Transportation, Raleigh; FHWA, U.S. Department of Transportation, 2010.
15. Bonneson J. A., Geedipally S., Pratt M. P., and Lord D. Safety Prediction Methodology and Analysis Tool for Freeways and Interchanges. Final report, NCHRP Project 17-45. Transportation Research Board of the National Academies, Washington, D.C., 2012.
16. Hauer E., Harwood D. W., Council F. M., and Griffith M. S. Estimating Safety by the Empirical Bayes Method: A Tutorial. In Transportation Research Record: Journal of the Transportation Research Board, No. 1784, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 126–131.
17. Gross F., Persaud B., and Lyon C. A Guide to Develop Quality Crash Modification Factors. Report FHWA-SA-10-032. FHWA, U.S. Department of Transportation, 2010.

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Article first published online: January 1, 2015
Issue published: January 2015

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© 2015 National Academy of Sciences.
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Authors

Affiliations

Boris R. Claros
E1511 Lafferre Hall, Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211.
Praveen Edara
C2640 Lafferre Hall, Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211.
Carlos Sun
E2509 Lafferre Hall, Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211.
Henry Brown
E3510 Lafferre Hall, Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211.

Notes

The Standing Committee on Operational Effects of Geometrics peer-reviewed this paper.

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