07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SID ~~
INTERSECTION

Movement Summary

Elm St / Pearsons Rd Intersection

Design 2009 AM
Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Tum Flow %HV  Satn Delay Level of Queue queued Fer StOP Speed
(veh/h) (v/c) (sec) (m) (km/h)
Elms
2 T 208 10.6 0.114 0.0 LOS A 0 0.00 0.00 60.0
3 R 55 10.9 0.059 11.5 LOS B 2 0.54 0.75 46.0
Approach 263 10.6 0.114 2.4 LOSA 2 0.41 0.16 56.4
Pearsons
4 L 74 1.4 0.104 11.5 LOS B 4 0.54 0.80 45.6
6 R 3 0.0 0.103 11.7 Los B 4 0.54 0.86 45.3
Approach 7 1.3 0.104 11.5 LOS B 4 0.54 0.80 45.6
ttm N
7 L 4 0.0 0.286 8.2 LOS A 0 0.00 0.67 49.0
8 T 546 4.9 0.291 0.0 LOS A 0 0.00 0.00 60.0
Approach 550 4.9 0.291 0.1 LOSA 0.00 0.00 59.9
All Vehictes 890 6.3 0.291 1.7 Not 4 0.08 0.12 57.3
* * “" 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: Design 2009 AM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Pearsons and Elm Nov 28.aap
Processed Nov 29, 2007 03:53:00PM

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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