07/2398 - Traffic report · 132007.2398

 

_ Movement Summary : —_ Page lof i

SIDRA —™
INTERSECTION

Movement Summary

Eim St / Pearsons Rd Intersection

2019 AM Base
Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Turn Flow %HV = Satn Delay yevel a Queue quote 4 Err. Step Speed
(veh/h) (w/e) (sec) (m) (km/h)
Elms
2 T 279 10.8 0.199 4.3 LOS A 18 0.67 0.00 51.8
3 R 38 0.0 0.199 12.8 LOS B 18 0.67 0.89 44,3
Approach 317 9.5 0.199 5.3 LOS A 18 0.67 0.11 50.8
Pearsons
4 L 70 14 0.136 13.8 LOS B 4 0.65 0.88 43.5
6 R 3 0.0 0.136 14.0 LOS B 4 0.65 0.90 43.2
Approach 73 1.4 0.136 13.8 10S B 4 0.65 0.89 43.5
Elim N
7 L 3 0.0 0.375 8.2 LOS A 0 0.00 0.67 49.0
8 T 734 49 0.390 0.0 LOS A 0 0.00 0.00 60.0
Approach 737 49 0.390 0.0 LOSA 0.00 0.00 59.9
Not ,
All Vehicles 1127 5.9 0.390 2.4 applicable 18 0.23 0.09 55.8

 

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

Following Queue
# - Density for continuous movement

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SIDRA SOLUTIONS

Site: 2019 AM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Pearsons and Elm Nov 28.aap
Processed Nov 28, 2007 04:51:03PM

A1059, McCormick Rankin Cagney, Large Office
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