07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIORA -
INTERSECTION

Movement Summary

Elm St / Pearsons Rd Intersection

Design 2009 PM

Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Tum Flow %HV Satn «Delay LEVEE OF ‘Queue gue op TT StOP speed
(veh/h) (v/c) (sec) (m) (km/h)
Elms
2 T 383 2.9 0.200 0.0 LOS A oO 0.00 0.00 60.0
3 R 67 0.0 0.064 10.0 LOS A 2 0.46 0.70 46.9
Approach 450 2.4 0.200 1.5 LOSA 2 0.07 0.10 57.6
Pearsons
4 L 43 4.7 0.069 11.4 LOS B 2 0.50 0.72 45.8
6 R 9 6.0 0.069 11.5 Los B 2 0.50 0.85 45.5
Approach 52 3.8 0.069 11.4 LOsSB 2 * 0.50 0.74 45.8
Elm N
7 L 5 0.0 0.217 8.2 LOS A 0 0.00 0.67 49.0
8 T 397 8.3 0.217 0.0 LOS A 0 0.00 0.00 60.0
Approach 402 8.2 0.217 0.1 LOSA 0.00 0.01 59.38
: Not
All Vehicles 904 5.1 0.217 1.4 Applicable 2 0.06 0.10 57.7

 

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

+

SIORA SOLUTIONS

Site: Design 2009 PM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Pearsons and Elm Nov 28.aap
Processed Nov 29, 2007 03:53:18PM

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

about:blank / 29/11/2007