07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 2

SIDRA ~=
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection (Signalised Option)

2019 PM Design
Signalised - Fixed time Cycle Time = 80 seconds

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Turn Flow %HV  Satn Delay evel or Queue Queed erator _ Speed
(veh/h) (w/c) (sec) (m) (km/h)
Elms
2 T 495 10.5 0.387 5.3 LOS A 73 0.44 0.39 52.4
3 R 399 10.0 0.670 30.9 Los C 100 0.91 0.96 32.6
Approach - 894 10.3 0.670 16.7 Los B 100 0.65 0.65 41.2
Diamond E
4 L 483 5.6 0.463 13.2 LOS B 70 0.55 0.76 44,1
6 R 165 8.5 0.628 48.1 LOS 0 61 0.99 0.83 26.8
Approach 648 6.3 0.628 21.4 Losc 70 0.66 0.78 38.0
Elm N .
7 L 272 5.1 0.388 16.4 LOS B 48 0.50 0.76 41.4
8 T 478 6.3 0.680 22.9 LOS ¢ 125 0.90 0.79 36.9
Approach 750 5.9 0.680 20.6 tosc 125 0.75 0.78 33.4
All Vehicles 2292 7.7 0.680 19.3 LOS B 125 0.69 0.73 39.3

 

Pedestrian Movements

 

 

95%
Mov 1p Dem Flow belay Levelof Backof Prop. Eff. Stop
(ped/h) (see) Service Queue Queued Rate
(m)
Pl 53 34.2 LOS D 0 0.93 0.93
P3 $3 17.6 LOS B 0 0.66 0.66
All Peds 106 25.9 Los c a 0.79 0.79

 

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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