Research Article

Analysis of Rear-End Crash on Thai Highway: Decision Tree Approach

Table 4

Correlation among independent variables.

12345678910111213141516171819202122

(1) Vehicle types1.00−0.050.11−0.200.070.02−0.010.140.16−0.03−0.050.05−0.030.020.070.080.06−0.02−0.020.090.150.03
(2) CrashType1.000.010.02−0.090.000.01−0.10−0.100.000.04−0.070.160.16−0.10−0.08−0.02−0.050.00−0.16−0.10−0.23
(3) Person_age1.00−0.13−0.01−0.02−0.010.020.03−0.010.020.000.010.020.000.01−0.010.000.020.010.00−0.04
(4) Gender1.00−0.02−0.01−0.01−0.05−0.040.000.02−0.020.03−0.03−0.02−0.02−0.080.04−0.01−0.04−0.040.00
(5) Main_Road1.00−0.02−0.010.400.23−0.170.06−0.04−0.05−0.040.010.010.080.04−0.010.350.070.06
(6) Entran_Exit1.000.010.130.05−0.010.02−0.010.02−0.03−0.02−0.020.000.00−0.010.130.020.03
(7) Normal1.000.060.05−0.030.020.000.000.000.030.030.00−0.020.020.050.01−0.03
(8) Road_lane1.000.62−0.220.11−0.09−0.120.05−0.01−0.010.120.06−0.050.600.170.09
(9) Road_isle1.00−0.130.12−0.08−0.120.160.020.030.090.09−0.040.480.260.06
(10) Asphalt1.00−0.050.04−0.06−0.080.060.03−0.100.070.03−0.10−0.04−0.06
(11) Straight1.00−0.390.030.03−0.11−0.080.030.050.010.07−0.070.01
(12) Slope1.00−0.05−0.040.050.04−0.02−0.070.00−0.060.09−0.04
(13) Intersection1.000.08−0.07−0.060.00−0.060.03−0.11−0.05−0.09
(14) Median_open1.00−0.02−0.03−0.01−0.010.00−0.050.03−0.11
(15) Env_surfaces1.000.84−0.020.00−0.01−0.030.040.07
(16) Weather1.000.020.000.01−0.030.040.06
(17) Env_light1.00−0.050.020.100.060.04
(18) SafetyEqui1.00−0.010.08−0.010.00
(19) Alcohol1.00−0.04−0.04−0.08
(20) AADT601.000.030.12
(21) PerCTruck1.000.03
(22) SpeedExc1.00

Note: Bold number represented correlation, which is significant at the 0.05 level (2-tailed).