Compution of Queing Length (m) on selected LEG
Cycle Time in Seconds(sec) Green Time+ Amber Time + Red Time			no.of Cycles per hour
No.of Lanes, Both Directions			No.of Lanes per Direction
Peak Hour Vehicle Composition on one Leg as per Junction Count	Left Turning Vehicles	Right Turning Vehicles	Through Traffic in one direction
Cars/Jeep/Taxi
2 Wheelers
Mini Bus
Buses
LGV
2 Axle & 3 Axle Trucks
MAV
Total
No.of right turning vehicles per cycle
No.of through vehicles per cycle
No.of leftt turning vehicles per cycle

peak Hour Composition, Percentage
Vehicle Type	Left Turning Vehicles	Right Turning Vehicles	Through Traffic in one direction
Cars/Jeep/Taxi
2 Wheelers
Mini Bus
Buses
LGV
2 Axle & 3 Axle Trucks
MAV
Total

Queuing Length in One direction
Traffic Composition	Left Turning Vehicles	Left Turning Vehicles	Right Turning Vehicles	Through Traffic in one direction	Length of Vehicles (m)
Cars/Jeep/Taxi
2 Wheelers
Mini Bus
Buses
LGV
2 Axle & 3 Axle Trucks
MAV
Total
Queuing length for Traffic (m)
Queuing Length/Lane (m) on selected LEG at existing Signalised Interaction					m