Relationships between traffic conflicts and accidents. Volume 1: Executive summary.

Author(s)
Migletz, D.J. Glauz, W.D. & Bauer, K.M.
Year
Abstract

The purpose of the present research was to establish relationships between traffic conflicts and accidents, and to identify expected and abnormal conflict rates given various circumstances. The data upon which the conclusions and recommendations are based were collected during the sumser of 1982 at 6 signalized and unsignalzed intersections in the Greater Kansas City area. The conclusions are limited to daytime (07.00 to 18.00) and weekday (Monday - Thursday) traffic, and to dry pavement conditions. Accident/conflict ratios have been statistically determined for several types of collisions for each of four types of intersections (signalized high volume; signalized medium volume; unsignalized medium volume; unsignalized low volume). These ratios can be applied to comparable intersections to obtain an expected accident rate of a specific type after the appropriate conflict data are collected. Also statistical procedures were developed to determine conflict rate values chat could be considered abnormally high. Overall, traffic conflicts of certain cyoes are good surrogates of accidents in that they produce estimates of average accident rates nearly as accurate, and just as precise, as those produced from historical accident data. Therefore, if there are insufficient accident data to produce an estimate, a conflicts study should be very helpful. This is Volume 1 of a 3-Volume report. The other volumes are Volume 2: Final Technical Report and Volume 3: Appendixes. (Author/publisher)

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Publication

Library number
20071661 ST [electronic version only]
Source

McLean, VA, U.S. Department of Transportation DOT, Federal Highway Administration FHWA, Turner-Fairbank Highway Research Center Research and Development RD, 1984, IV + 19 p., 2 ref.; FHWA/RD-84/041

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