07/2398 - Traffic report · 132007.2398

Movement Summary ; Page 1 of 1

SIDRA “~~
INTERSECTION

Movement Summary

Elm St / Pearsons Rd intersection

2009 AM Base

Glve-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Tum Flow = %HV — Satn Delay ever Sf Mack of queved FFT StOP Speed
(veh/h) (v/e) (sec) (m) (km/h)
tims
2 T 208 10.6 0.144 2.9 LOS A 11 0.58 0.00 $2.7
3 R 29 10.3 0.144 11.8 Los B 11 0.58 0.80 45.6
Approach 237 10.5 0.144 4.0 LOSA 11 0.58 0.10 51.8
Pearsons
4 L S2. 1.9 0.072 11.4 Los B 2 0.53 0.78 45.7
6 R 2 0.0 0.071 11.6 Los B 2 0.53 0.86 45.4
Approach 54 1.9 0.072 11.4 tosB8 2 0.83 0.78 45.7
Elm N
7 L 2 0.0 0.286 8.2 LOS A oO. 0.00 0.67 49.0
8 T 546 4.9 0.290 0.0 LOSA 0 0.00 0.00 ~ 60.0
Approach 548 4.9 0.290 0.0 LOSA 0.00 0.00 60.0
Not
All Vehicles 839 6.3 0.290 1.9 Applicable 11 0.20 0.08 56.3

 

Symbols which may appear tn 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: 2009 AM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIORA\Pearsons and Elm Nov 28.aap
Processed Nov 28, 2007 04:51:02PM

A1059, McCormick Rankin Cagney, Large Office

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