Research Article

Comprehensive Evaluation of Operational Efficiency of Intersections in Arterial Considering Pedestrians Yield Rule

Table 6

Data of Intersections Research.

Intersection 1Import roadLane widthLane typeSmall vehiclesLarge vehiclesAverage number of pedestrians coming inAverage number of pedestrians leavingRatio of large vehicles

Hechuan Road (arterial) Wu Zhong Road (arterial)East3.75Straight ahead7022424660.033
3.75Turn left20400.000
3.75Turn right7200.000
South3.75Straight ahead372636480.016
3.75Turn left26460.022
3.75Turn right5400.000
West3.75Straight ahead37524361020.060
3.75Turn left276120.042
3.75Turn right20400.000
North3.75Straight ahead252181081560.067
3.75Turn left22860.026
3.75Turn right37200.000

Intersection 2
Zhayin Road (arterial) Yinhang Road (arterial)East3.75Straight ahead217090970.000
3.75Turn left12070.055
3.75Turn right105370.261
South3.75Straight ahead1051590600.125
3.75Turn left12770.052
3.75Turn right150300.167
West3.75Straight ahead33702270.000
3.75Turn left67150.183
3.75Turn right1500.000
North3.75Straight ahead9810371120.093
3.75Turn left13500.000
3.75Turn right6000.000

Intersection 3
Nenjiang Road (arterial) Zhongyuan Road (sub)East3.25Straight ahead312282163440.082
3.25Turn left84280.250
3.25Turn right7200.000
South3.25Straight ahead424681321520.138
3.25Turn left248120.046
3.25Turn right100320.242
West3.25Straight ahead2280128840.000
3.25Turn left4800.000
3.25Turn right25600.000
North3.25Straight ahead43260132720.122
3.25Turn left8440.045
3.25Turn right3200.000

Intersection 4
Zhoujiazui Road (arterial) Longchang Road (sub)East3.25Straight ahead432301862580.065
3.25Turn left186120.061
3.25Turn right1800.000
South3.5Straight ahead6662430180.035
3.5Turn left25200.000
3.5Turn right15600.000
West3.25Straight ahead4743024780.060
3.25Turn left198240.108
3.25Turn right10800.000
North3.5Straight ahead2344218360.152
3.5Turn left6600.000
3.5Turn right222180.075