07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA -“™
INTERSECTION

Movement Summary

Elm St / Pearsons Intersection

2019 PM Base

Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
Levelof Backof Prop. Eff. Stop
MovID = Turn Flow %HV Satn Delay Service Queue Queued Rate Speed
(veh/h) (v/e) (sec) (m) (km/h)
Elm S
2 T 515 2.9 0.307 3.3 LOS A 29 0.68 0.00 51.7
3 R 40 0.0 0.308 11.8 LOS B 29 0.68 0.86 45.2
Approach 555 2.7 0.307 3.9 LOS A 29 0.68 0.06 51.2
Pearsons
4 l 26 3.8 0.060 13.7 LOS B 2 0.59 0.78 43.8
6 R 6 0.0 0.060 13.7 LOS B 2 0.59 0.88 43.5
Approach 32 3.1 0.060 13.7 LOSB 2 0.59 0.80 43.7
Elm N
7 L 3 0.0 0,300 8.2 LOSA 0 0.00 0.67 49.0
8 : T 533 8.3 0.290 " 0.0 LOS A 0 0.00 0.00 60.0
Approach 536 8.2 0.290 0.0 LOS A 0.00 0.00 59.9
Not
All Vehicles 1123 5.3 0.308 2.3 Applicable 29 0.35 0.06 54.7

 

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

A1059, McCormick Rankin Cagney, Large Office

Produced by SIDRA Intersection 3.2.1.1478
Copyright 2000-2007 Akcelik and Associates Pty Ltd
www, sidrasolutions.com

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