Novel Design Method for Bus Approach Lanes with Bus Guidance and Priority Controls for Prioritizing Through and Left-Turn Buses

Table 3

Traffic parameters of the tested intersection.

Leg	Movements	Bus lines	Private vehicle volume (veh/h)	Bus volume (veh/h)
East	Left-turn	Line 748,91,196	136	20
	Through	Line 71,776,865, SQ	770	30
	Right-turn	Line MH18, HQ1	300	9
West	Left-turn	N/A	104	0
	Through	Line 71,776,865, SQ	898	28
	Right-turn	Line MH33	240	6
North	Left-turn	Line MH18, 173	380	6
	Through	Line HQ4, 189	624	18
	Right-turn	Line HQY	77	4
South	Left-turn	Line MH33	190	6
	Through	Line HQ4, 189	504	18
	Right-turn	Line 91, 748, 196	128	12