Three-Strand Cable Median Barrier in North Carolina: In-Service Evaluation

• Published in: Transportation research record Vol. 1743; no. 1; pp. 97 - 103
• Main Authors: Hunter, William W., Richard Stewart, J., Eccles, Kimberly A., Huang, Herman F., Council, Forrest M., Harkey, David L.
• Format: Journal Article Conference Proceeding
• Language: English
• Published: Los Angeles, CA SAGE Publications 2001; National Research Council
• Subjects: Applied sciences; Buildings. Public works; Exact sciences and technology; Ground, air and sea transportation, marine construction; Road operations (signalization, lighting, safety and accessories, snow clearance, acoustical panel, etc.); Road transportation and traffic; Transportation infrastructure; Statistical data; Performance evaluation; Crush barrier; International conference; Regression model; Failure analysis; System description; Cable structure; Traffic safety; Traffic accident; Severity score; Road traffic
• ISSN: 0361-1981; 2169-4052
• DOI: 10.3141/1743-13

By using historical crash data, several regression-type models were developed with which to estimate the effects of the installation of cable median barrier on crash rates for several crash types while taking into account several other factors associated with variation in crash occurrences or crash rates. The data for these analyses consisted of counts of crashes of the various types for each section of North Carolina Interstate highway, along with the associated roadway characteristics, for 1990 through 1997. Certain roadway characteristics (in particular, traffic volume) changed from year to year as, of course, did the crash counts. The entire North Carolina Interstate system was taken as a reference population; a negative binomial error structure was assumed for many of the models, and the models contained specific effects for each crash year to account for various unmeasured effects that may vary from year to year (e.g., weather conditions). These models used the reference population to predict numbers of crashes on the cable sections. After cable barrier installation, none of these crashes occurred. In summary, these analyses indicate that several types of crashes (e.g., ran-off-road-left, hit-fixed-object) increased on the sections where cable median barrier was installed. However, these sections showed improved overall safety through fewer serious and fatal crashes as well as fewer head-on crashes. Overall severity index values were greatly reduced after cable barrier installation.