A study of factors affecting highway accident rates using the random-parameters tobit model

被引:190
|
作者
Anastasopoulos, Panagiotis Ch [1 ]
Mannering, Fred
Shankar, Venky N. [2 ]
Haddock, John E.
机构
[1] Purdue Univ, Sch Civil Engn, Indiana Local Tech Assistance Program, 550 Stadium Mall Dr, W Lafayette, IN 47907 USA
[2] Penn State Univ, University Pk, PA 16802 USA
来源
关键词
Accident rates; Random parameters; Tobit regression; Pavement condition; Roadway geometrics; Interstate highways; MOTOR-VEHICLE CRASHES; POISSON-GAMMA MODELS; SAMPLE-MEAN VALUES; PREDICTION MODEL; GEOMETRIC DESIGN; HYPOTHESIS; FREQUENCY; HYPNOSIS; SIZE;
D O I
10.1016/j.aap.2011.09.015
中图分类号
TB18 [人体工程学];
学科分类号
1201 ;
摘要
A large body of previous literature has used a variety of count-data modeling techniques to study factors that affect the frequency of highway accidents over some time period on roadway segments of a specified length. An alternative approach to this problem views vehicle accident rates (accidents per mile driven) directly instead of their frequencies. Viewing the problem as continuous data instead of count data creates a problem in that roadway segments that do not have any observed accidents over the identified time period create continuous data that are left-censored at zero. Past research has appropriately applied a tobit regression model to address this censoring problem, but this research has been limited in accounting for unobserved heterogeneity because it has been assumed that the parameter estimates are fixed over roadway-segment observations. Using 9-year data from urban interstates in Indiana, this paper employs a random-parameters tobit regression to account for unobserved heterogeneity in the study of motor-vehicle accident rates. The empirical results show that the random-parameters tobit model outperforms its fixed-parameters counterpart and has the potential to provide a fuller understanding of the factors determining accident rates on specific roadway segments. Published by Elsevier Ltd.
引用
收藏
页码:628 / 633
页数:6
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