07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

 

SIDRA ~
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection

2009 AM Design

Give-way

Vehicle Movements

 

 

 

 

: 95%
Dem Deg of Aver - Aver
MovID Tum Flow %HV  Satn_ Delay bevel of ‘Queue Queced Err. Stop Speed
(veh/h) (v/c) (sec) (m) (km/h)
eims
2 T 332 10.5 0.182 0.0 LOS A 0 0.00 0.00 60.0
3 R 230 10.0 0.318 14.0 LOS B 1s 0.68 0.94 43.6
Approach 562 10.3 0.317 5.7 LOS A 15 6.28 0.39 52.0
Diamond E
4 L 384 5.5 0.554 14.9 LOS B 35 0.71 1.04 42.8
6 R 79 8.9 0.432 38.4 LOSE 16 0.90 1.07 30.0
Approach 463 6.0 0.554 18.9 Losc 35 0.74 1.05 40.0
Elm N
7 L 273 5.1 0.152 8.4 LOS A 0 0.00 0.67 49.0
8 T 327 6.1 0.281 0.1 LOS A 0 0.00 0.01 60.0
Approach 800 5.8 0.282 2.9 LOS A 0.00 0.24 55.7
Not
All Vehicles 1825 7.2 0.554 7.9 Applicable 35 0.27 0.49 49.6

 

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

4

SIDRA SOLUTIONS

Site: Design 2009 AM Elm at Diamond
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\EIm and Diamond Nov 28.aap
Processed Nov 29, 2007 61:15:15PM

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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