Citation

Okamoto H, Koshi M. Accid. Anal. Prev. 1989; 21(4): 317-332.

Affiliation

Road Planning Division, Kanto Regional Bureau, Ministry of Construction, Government of Japan, Tokyo.

Copyright

(Copyright © 1989, Elsevier Publishing)

DOI

unavailable

PMID

2765076

Abstract

The paper is concerned with linear multiregression analysis on accident rates related to road geometric design elements. Supposing that a data set of accident records and geometric design elements of a certain stretch of a road is given, there are two steps for regression analysis: first, division of the road into a number of segments; and second, application of regression analysis to the set of segments. The main interest of the present paper is the first step. Occurrence of a traffic accident in a road segment is a stochastic event and an observed accident rate in a segment contains a certain magnitude of random error that deteriorates the explanatory power and reliability of the regression analysis. Random errors are required to be appropriately controlled for an effective regression analysis. The first part of the paper discusses how to evaluate a random error contained in an accident rate of a road segment and shows that a random error depends on the number of accidents and vehicle-kilometerage of the segment. It is then shown that random errors of the segment should be as much as possible equal to each other and small enough compared with the accident rate variance based on the discussion of how the random errors affect the efficiency of regression analysis. Several alternative criteria on the random errors for dividing a road into segments are proposed and numerical examples of Tokyo-Kobe Expressway are presented to examine the appropriateness of the alternative criteria. One of them is finally recommended as the most practically useful criterion.