07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA “~
INTERSECTION

Movement Summary

Elm St / Pearsons Rd intersection

2009 PM Base

Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID = Turn Flow HV Satn Delay evel ef osue, quan, ‘d Err. Stop Speed
(veh/h) (v/c) (sec) (m) (ian/h)
Elms
2 T 383 2.9 0,225 1.9 LOSA 16 0.54 0.00 53.2
3 R 30 0.0 0.224 10.3 LOS B 16 0.54 0.75 46.6
Approach 413 2.7 0.225 2.5 LOSA 16 0.54 0.05 52.7
Pearsons
4 L 19 5.3 0.031 11.3 LOS B 1 0.49 0.69 46.0
6 R 4 0.0 0.031 11.3 LOS B 1 0.49 0.81 45.7
Approach 23 43 0.031 11.3 loss 1 0.49 0.71 45.9
Elm N
7 u 2 0.0 0.222 8.2 LOS A 0 0.00 0.67 49.0
8 T 397 8.3 0.216 0.0 LOS A 0 0.00 0.00 60.0
Approach 399 8.3 0.216 0.0 LOSA 6.00 0.00 59.9
Ali Vehicles 835 S.4 0.225 1.6 Not 16 0.28 0.05 55.7
° - “Applicable . . .

 

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: 2009 PM 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
Produced by SIDRA Intersection 3.2.1.1478
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