07/2398 - Traffic report · 132007.2398

Movement Summary

SIDRA
INTERSECTION

Movement Summary

Page 1 of 2

Elm St / Diamond St Intersection (Signalised Option)

2019 PM Base
Signalised - Fixed time

Vehicle Movements

Cycle Time = 70 seconds

 

95%

 

 

 

 

 

 

 

Dem Deg of Aver Aver
MovID Turn Flow HV Satn Delay vei or ronal queued ee ate P Speed
(veh/h) (v/¢) (sec) (m) (km/h)
Elm $
2 T 458 10.7 0.382 $9 LOS A 67 0.49 0.43 $1.6
3 R 399 10.0 0.720 31.6 LOS C 96 0.94 1.00 32.2
Approach 857 10.4 0.721 17.9 Los B 96 0.70 0.69 40.3
Diamond E
4 L 483 5.6 0.463 12.6 LOS B 63 0.56 0.76 44.7
6 R 183 8.5 0.510 38.4 LOS D 49 0.95 0.80 29.2
Approach 636 6.3 0.510 18.8 LOS B 63 0.66 0.77 39.7
Elm N
7 L 261 5.4 0.345 15.4 LOS B 41 0.50 0.76 42.3
8 T 459 6.3 0.715 23.0 Los C 115 0.93 0.84 36.8
Approach 720 6.0 0.715 20.3 tosc 115 0.77 0.81 38.6
All Vehicles 2213 7.8 0.720 18.9 LOSB 115 0.71 0.75 39.6
Pedestrian Movements
Aver 95%
Mov ID Dem Flow Del: Levelof Back of Prop. Eff. Stop
(ped/h) (sec) Service Queue Queued Rate
(m)
P1 $3 29.3 Los c 0 0.91 0.91
P3 53 17.1 LOS B o 0.70 0.70
All Peds 106 23.2 tosc 0 0.81 0.81

 

Symbols which may appear in this table:

Following Degree of Saturation

# xX = 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