07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA oe
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection

2009 PM Design

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver Aver
MovID Tum Flow %HV Sain Delay Level Of Seeue ques 4 ER AtOP speed
(veh/h) (v/c} (sec) (m) (km/h)
Elm S
2 T 369 10.6 0.202 0.0 LOS A 0 0.00 0.00 60.0
3 R 297 10.1 0.307 11.8 LOS B a5 0.60 0.85 45.6
Approach 666 10.4 0.307 5.3 LOS A 15 0.27 0.38 52.6
Diamond E
4 L 360 5.6 0.406 11.3 LOS B 22 0.59 0.86 46.1
6 R 123 89 0.569 | 38.4 LOS E 25 0.91 1.14 30.0
Approach 483 6.4 0.570 18.2 Losc 25 0.67 0.93 40.6
Elm N
7 L 203 5.4 0.114 8.4 LOSA 0 0.00 0.67 49.0
8 T 358 6.4 0.191 0.2 LOS A 0 0.00 0.02 60.0
Approach 561 6.1 0.191 3.1 LOSA 0.00 0.25 55.5
Not
All Vehicles 1710 7.8 0.569 8.2 Applicable 25 0.29 0.49 49.3

 

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 2009 PM Elm at Diamond
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Elm and Diamond Nov 28.aap
Processed Nov 29, 2007 01:16:19PM

A1059, McCormick Rankin Cagney, Large Office

Produced by SIDRA Intersection 3.2.1.1478

Copyright 2000-2007 Akcelik and Assoclates Pty Ltd
sid Jutions:

about:blank 29/11/2007