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Table 5 The calculation result of transverse residual width W S
From: The effect of curb parking on road capacity and traffic safety
Road name | Remaining width W S (m) | Average speed (km/h) | Critical width of W S (m) | Calculation method |
|---|---|---|---|---|
Shenban Rd. | 3.28 | 32.5 | 5.7 | Acceptance gap |
Dengyun Rd. | 2.70 | 31.2 | 5.7 | Acceptance gap |
Shangtang Rd. | 4.26 | 39.4 | 5.9 | Acceptance gap |
Xiangjisi Rd. | 3.95 | 42.6 | 5.9 | Acceptance gap |