07/2398 - Traffic report · 132007.2398

Movement Summary

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SIDR
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection (Signalised Option)

2019 AM Design
Signalised - Fixed time

Vehicle Movements

Cycle Time = 90 seconds

 

 

 

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Turn Flow %HV = Satn. Delay evel of kof Quowed ER SEP Speed
(veh/h) (v/c) (sec) (m) (km/h)
Elm S
2 T 444 10.6 0.332 4.5 LOS A 64 0.38 0.34 $3.4
3 R 309 10.0 0.746 42.7 LOS D 106 0.99 1.04 27.6
Approach 753 10.4 0.746 20.2 tos c 106 0.63 0.62 38.7
Diamond E
4 L 516 5.4 0.626 18.3 LOS B 108 0.73 0.81 40.1
6 R 106 8.5 0.454 49.1 Los BD 45 0.97 0.78 25.5
Approach 622 5.9 0.627 23.5 Los c 108 0.77 0.81 36.6
Elm N
7 L 367 5.2 0.462 13.4 LOS B 54 0.39 0.75 44.0
8 T 708 5.9 0.738 18.6 LOS B 181 0.85 0.77 39.7
Approach 1075 5.7 0.738 16.8 LOS B 181 0.69 0.76 411
All Vehicles 2450 7.2 0.746 19.6 LOSB 181 0.69 0.73 39.1
Pedestrian Movements
Aver 95%
Mov ID Dem Flow Dela level of Back of Prop. Eff. Stop
(ped/h) (sec) Service Queue Queued Rate
(m)
PL 53 39.2 Los D 0 0.93 0.93
3 53 12.3 LOS B 0 0.52 0.52
All Peds 106 25.7 tos c o 0.73 0.73

 

Symbois 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