Research Article

Investigating the Affecting Factors of Speed Dispersion for Suburban Arterial Highways in Nanjing, China

Table 4

Rotated factor loadings for the EFA of candidate variables for and .

VariableLatent influencing factors
12341234

Median−0.007−0.191−0.0120.920.308−0.082−0.2580.787
Roadside environment0.2060.1730.1780.5410.0570.194−0.0610.775
Heavy vehicle mix rate−0.263−0.0540.860.1270.842−0.05−0.1820.153
Traffic volume−0.1420.2440.770.0170.794−0.1310.191−0.062
Average speed−0.0750.032−0.720.096−0.702−0.3430.176−0.331
Headway−0.155−0.0980.559−0.270.875−0.043−0.1770.148
Average lane changing rate−0.0260.0340.858−0.0550.127−0.0730.856−0.07
Right turn rate at access0.88−0.10.080.0250.0070.828–0.046−0.061
Left turn rate at access0.78−0.2580.1260.0250.0520.866−0.0880.09
Cross and turn around rate0.6750.2540.1190.0110.1050.7940.0280.101
Reverse driving rate−0.0910.794−0.173−0.108−0.2280.1850.465−0.01
Illegal parking rate−0.2060.8730.0970.1020.3220.0030.648−0.089
Nonmotor vehicle volume driving on the motor road−0.0150.7370.0920.25−0.793−0.0210.281−0.155