Research Article

Crash Prediction and Risk Evaluation Based on Traffic Analysis Zones

Table 3

Estimation results of the original regression model.

ParameterEstimate coefficientStd. error95% Wald confidence interval Hypothesis test
LowerUpperWald chi-squaredf value

(Intercept)3.1791.0751.0715.2868.7361.003
LENGTH.033.0087.016.05014.2481<.0001
ADT.002.0004.002.00345.8151<.0001
FFS−.027.0057−.038−.01622.4871<.0001
VMT 7.3861.007
LANE_2−.2711.0288−2.2871.745.0691.792
LANE_3.2691.0269−1.7432.282.0691.793
LANE_4.4291.0274−1.5852.443.1741.676
LANE_5.3281.0374−1.7052.362.1001.752
LANE_60*
LOWMID1.107.4010.3211.8937.6211.006
MID−.508.4799−1.448.4331.1191.290
MIDHIGH−.208.3775−.948.532.3041.581
HIGH−.145.3994−.928.638.1321.716
RETAIL.858.2440.3801.33712.3731.000
TOTALSERVI.154.1809−.201.508.7211.396
EMENROLL.118.1370−.150.387.7431.389
HSENROLL.243.1486−.048.5352.6821.101
COLLENROLL−.048.0980−.240.144.2371.627
POP.326.0589.210.44130.6211<.0001
AREA−.002.0045−.011.007.1891.664
1/ .964.0514.8681.070

Reference category.