07/2398 - Traffic report · 132007.2398

Movement Summary Page | of 1

SIDRA = -
INTERSECTION

Movement Summary

Elm St / Pearsons Rd Intersection

Design 2019 PM

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver Aver
MovID- Turn Flow %HV Satn Delay covet of Queue Quoted Err. Stop Speed
(veh/h) (w/e) (sec) (m) {km/h)
Elm S
2 T 515 2.9 0.269 0.0 LOS A 0 0.00 0.00 60.0
3 R 90 0.0 0.087 10.7 LOS B 3 0.53 0.76 46.2
Approach 605 2.5 0.269 1.6 LOSA 3 0.08 0.11 57.5
Pearsons
4 L 56 5.4 0.122 13.6 LOS B 4 - 0.60 0.82 43.9
6 R 12 0.0 0.122 13.6 LOS B 4 0.60 0.88 43.5
Approach 68 44 0.122 13.6 Loss 4 0.60 0.83 43.8
Elim N
7 L 6 0.0 0.286 8.2 LOS A 0 0.00 0.67 49.0
8 T $33 8.3 0.291 0.0 LOSA 0 0.00 0.00 60.0
Approach 539 3.2 0.291 0.2 LOS A 0.00 0.01 $9.9
Not
All Vehicles 1212 5.1 0.291 1.6 Applicable 4 0.07 0.11 57.5

 

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

+

SIDRA SOLUTIONS

Site: Design 2019 PM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Pearsons and Elm Nov 28.aap
Processed Nov 29, 2007 03:53:46PM

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