07/2398 - Traffic report · 132007.2398

Movement Summary

SIDRA
INTERSECTION

Movement Summary

Page 1 of 2

Elm St / Diamond St Intersection (Signalised Option)

2019 AM Base
Signalised - Fixed time

Vehicle Movements

Cycle Time = 90 seconds

 

95%

 

 

 

 

 

 

 

Dem Deg of Aver Aver
MovID Turn Flow %HV Satn Delay Level of ‘Queue queue 4 SOPs
(veh/h) (vic) (see) (m) (km/h)
Elm S
2 T 418 10.5 0.312 4.4 LOS A 60 0.37 0.33 53.5
3 R 309 10.0 0.731 41.0 LOS D 105 0.98 1.02 28.3
Approach 727 10.3. (0.731 19.9 LOSB 105 0.63 0.62 38.8
Diamond E
4 L 516 5.4 0.616 17.7 LOS B 106 0.71 0.81 40.6
6 R 100 9.0 0.430 49.0 LOSD 43 0.96 0.78 25.6
Approach 616 6.0 0.616 22.7. «+LOsC 106 0.75 0.80 37.1
Elm N
7 L 356 5.3 0.449 13.3 LOS B 52 0.39 0.74 44.0
8 T 687 6.0 0.716 18.3 LOS B 174 0.83 0.75 40.0
Approach 1043 5.8 0.716 16.6 LOSB 174 0.68 0.75 41,3
All Vehicles 2386 7.2 0.731 19.2 LOSB 174 0.68 0.72 39.4
Pedestrian Movements
Aver 95%
Mov ID Dem Flow Dela Levelof Back of Prop. Eff. Stop
(ped/h) | sec) Service Queue Queued Rate
(m)
P1 53 39.2 LOS D 0 0.93 0.93
P3 53 12.3 LOS B 0 0.52 0.52
All Peds 106 25.7 Losc 0 0.73 0.73

 

Symbols which may appear in this table:

Following Degree of Saturation

# x = 1.00 for Short Lane with resulting Excess Flow
* x = 1.00 due to minimum capacity

Following LOS

# - Based on density for continuous movements

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29/11/2007