TECHNICAL PAPERS
May 1, 1995

Accidents on Suburban Highways—Tennessee's Experience

Publication: Journal of Transportation Engineering
Volume 121, Issue 3

Abstract

As part of a larger effort to develop guidelines for the design of arterial roads in areas undergoing suburbanization, a safety analysis of median design was undertaken using Tennessee data. The two median designs investigated were continuous two-way left-turn lanes (TWLTLs) and raised medians. All study sections had four basic through-lanes and were located in areas with various degrees of typical suburban commercial development (i.e., strip development). Several statistical techniques (analysis of covariance and multiple regression analysis) were used to determine the relative safety of the two designs. The study limited itself to highways where average daily traffic volumes were less than or equal to 32,500 vehicles per day. For this volume range, the study concluded that medians are generally safer than TWLTLs, but certain conditions exist where TWLTLs would have a more favorable safety experience (high driveway densities and low to medium traffic volumes). Regression analysis revealed that driveway density is an important contributor to accidents for medians but not for TWLTLs.

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References

1.
Council, F. M., Reinfurt, D. W., Campbell, B. J., Roediger, F. L., Carroll, C. L., Dutt, A. K., and Dunham, J. R. (1988). “Accident research manual.”Report No. FHWA/RD-80/016, Federal Highway Admin., Washington, D.C.
2.
Harwood, D. W. (1986). “Multilane design alternatives for improving suburban highways.”National Cooperative Highway Research Program Report No. 282, Transportation Research Board, Washington, D.C.
3.
Mukherjee, D., Chatterjee, A., and Margiotta, R.(1993). “Choosing between a median and a TWLTL for suburban arterials.”ITE J., 63(7), 25–30.
4.
Parker, M. R., Jr. (1981). Methodology for selecting urban median treatments: A user's manual . Virginia Highway and Transp. Res. Council, Charlottesville, Va.
5.
Parsonson, P. S. (1990). “Development of policies and guidelines governing median selection.”Report prepared for Gwinnett County, Ga., School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga.
6.
Squires, C. A., and Parsonson, P. S. (1989). “Accident comparison of raised median and two-way left-turn lane median treatments.”Transp. Res. Record 1239, Transp. Res. Board, Washington, D.C., 30–40.
7.
Venigalla, M., Margiotta, R. A., Chatterjee, A., Rathi, A., and Clarke, D. (1992). “Operational effects of nontraversable medians and two-way left turn lanes: A comparison.”Transp. Res. Record 1356, Transp. Res. Board, Washington, D.C., 37–46.

Information & Authors

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 121Issue 3May 1995
Pages: 255 - 261

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

Affiliations

Richard Margiotta
Sr. Transp. Analyst, Sci. Application Int. Corp., P.O. Box 2501, Oak Ridge, TN 37831.
Arun Chatterjee, Member, ASCE
Prof. of Civ. and Envir. Engrg., Univ. of Tennessee, 223 Perkins Hall, Knoxville, TN 37996-2010.

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