Calibration of Highway Safety Manual Safety Performance Function

This paper documents the calibration of the Highway Safety Manual (HSM) safety performance function (SPF) for rural two-lane two-way roadway segments in Utah and the development of new SPFs through negative binomial regression. Crash data from 2005 to 2007 on 157 selected study segments in Utah provided a 3-year frequency of observed crashes to calibrate the HSM SPF and develop new models. The calibration factor for the HSM SPF for rural two-lane two-way roads in Utah is 1.16, indicating that the original HSM model under predicts crashes in Utah. The HSM suggests that jurisdiction-specific SPFs may predict crashes with greater reliability than calibrated SPFs. The following variables were significant in each of the four models developed by this research: annual average daily traffic (AADT), segment length, speed limit, and the percentage of AADT composed of multiple-unit trucks. AADT and segment length are used in the HSM SPF; speed limit and the percentage of AADT composed of multiple-unit trucks were found to correlate significantly with observed crash frequencies. The fourth negative binomial model developed in the study would be the best SPF to predict crashes on rural highways in Utah. As encouraged by the HSM and contemporary research, the empirical Bayes method can be applied with each jurisdiction-specific SPF because the analysis provided an overdispersion parameter for each model.

[1]  James A Bonneson,et al.  Calibration of Predictive Models for Estimating Safety of Ramp Design Configurations , 2005 .

[2]  J. Ledolter The Statistical Sleuth , 2003 .

[3]  Ezra Hauer Safety in Geometric Design Standards. , 1999 .

[4]  Mohamadreza Banihashemi Highway Safety Manual, New Model Parameters vs. Calibration of Crash Prediction Models , 2011 .

[5]  N. Garber,et al.  Effect of Speed, Flow, and Geometric Characteristics on Crash Frequency for Two-Lane Highways , 2000 .

[6]  Bhagwant Persaud,et al.  Comparison of empirical Bayes and full Bayes approaches for before-after road safety evaluations. , 2010, Accident; analysis and prevention.

[7]  Ezra Hauer,et al.  Methodology to Predict the Safety Performance of Urban and Suburban Arterials , 2007 .

[8]  Dominique Lord,et al.  Estimating the safety performance of urban road transportation networks. , 2004, Accident; analysis and prevention.

[9]  W. Hunter,et al.  Safety effects of cross-section design for two-lane roads. Volume 1 , 1987 .

[10]  Simon Washington,et al.  On the nature of over-dispersion in motor vehicle crash prediction models. , 2007, Accident; analysis and prevention.

[11]  Mitsuru Saito Transportation Safety Data and Analysis. Volume 2: Calibration of the Highway Safety Manual and Development of New Safety Performance Functions , 2011 .

[12]  Ezra Hauer,et al.  OBSERVATIONAL BEFORE-AFTER STUDIES IN ROAD SAFETY -- ESTIMATING THE EFFECT OF HIGHWAY AND TRAFFIC ENGINEERING MEASURES ON ROAD SAFETY , 1997 .

[13]  G. M. Davis The Department of Transportation , 1970 .

[14]  Bhagwant Persaud,et al.  Empirical Bayes before-after safety studies: lessons learned from two decades of experience and future directions. , 2007, Accident; analysis and prevention.

[15]  Christopher M. Monsere,et al.  Calibration of Highway Safety Manual Predictive Models for Oregon State Highways , 2011 .

[16]  Xiaoduan Sun,et al.  Application of Highway Safety Manual: Louisiana Experience with Rural Multilane Highways , 2011 .

[17]  Rune Elvik The predictive validity of empirical Bayes estimates of road safety. , 2008, Accident; analysis and prevention.

[18]  F. Ramsey,et al.  The Statistical Sleuth , 1996 .

[19]  Ezra Hauer,et al.  Estimating Safety by the Empirical Bayes Method: A Tutorial , 2002 .

[20]  D. Lord,et al.  Adjustment for Maximum Likelihood Estimate of Negative Binomial Dispersion Parameter , 2008 .