Planning Level Regression Models for Prediction of Crashes on Interchange and Noninterchange Segments of Urban Freeways

Author:

Kiattikomol Vasin1234,Chatterjee Arun1234,Hummer Joseph E.1234,Younger Mary Sue1234

Affiliation:

1. Associate Transportation Engineer, Dowling Associates, Inc., 428 J St., Suite 500, Sacramento, CA 95814.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author).

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

4. Associate Professor, Dept. of Statistics, Univ. of Tennessee, Knoxville, TN 37996.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. Chatterjee A. Everett J. D. Reiff B. Schwetz T. B. Seaver W. L. and Wegmann F. J. (2003). “Tools for assessing safety impact of long-range transportation plans in urban areas.” Center for Transportation Research Univ. of Tennessee Knoxville Rep. Prepared for Federal Highway Administration and available through Travel Model Improvement Program Clearing House Tenn.

2. Fazio J. Holden J. and Rouphail N. M. (1993). “Use of freeway conflict rates as an alternative to crash rates in weaving section safety analyses.” Transportation Research Record. 1401 Transportation Research Board Washington D.C. 61–69.

3. Jovanis P. P. and Chang H. (1986). “Modeling the relationship of accidents to miles traveled.” Transportation Research Record. 1068 Transportation Research Board Washington D.C. 42–51.

4. Khan S. Shanmugam R. and Hoeschen B. (1999). “Injury fatal and property damage accident models for highway corridors.” Transportation Research Record. 1665 Transportation Research Board Washington D.C. 84–92.

5. Kiattikomol V. (2005). “Freeway crash prediction models for long-range urban transportation planning.” Doctoral’s dissertation. Univ. of Tennessee Knoxville Tenn.

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