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
.
| Variable | Latent influencing factors | | | 1 | 2 | 3 | 4 | 1 | 2 | 3 | 4 |
| Median | −0.007 | −0.191 | −0.012 | 0.92 | 0.308 | −0.082 | −0.258 | 0.787 | Roadside environment | 0.206 | 0.173 | 0.178 | 0.541 | 0.057 | 0.194 | −0.061 | 0.775 | Heavy vehicle mix rate | −0.263 | −0.054 | 0.86 | 0.127 | 0.842 | −0.05 | −0.182 | 0.153 | Traffic volume | −0.142 | 0.244 | 0.77 | 0.017 | 0.794 | −0.131 | 0.191 | −0.062 | Average speed | −0.075 | 0.032 | −0.72 | 0.096 | −0.702 | −0.343 | 0.176 | −0.331 | Headway | −0.155 | −0.098 | 0.559 | −0.27 | 0.875 | −0.043 | −0.177 | 0.148 | Average lane changing rate | −0.026 | 0.034 | 0.858 | −0.055 | 0.127 | −0.073 | 0.856 | −0.07 | Right turn rate at access | 0.88 | −0.1 | 0.08 | 0.025 | 0.007 | 0.828 | –0.046 | −0.061 | Left turn rate at access | 0.78 | −0.258 | 0.126 | 0.025 | 0.052 | 0.866 | −0.088 | 0.09 | Cross and turn around rate | 0.675 | 0.254 | 0.119 | 0.011 | 0.105 | 0.794 | 0.028 | 0.101 | Reverse driving rate | −0.091 | 0.794 | −0.173 | −0.108 | −0.228 | 0.185 | 0.465 | −0.01 | Illegal parking rate | −0.206 | 0.873 | 0.097 | 0.102 | 0.322 | 0.003 | 0.648 | −0.089 | Nonmotor vehicle volume driving on the motor road | −0.015 | 0.737 | 0.092 | 0.25 | −0.793 | −0.021 | 0.281 | −0.155 |
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