07/2398 - Traffic report · 132007.2398

 

 

 

 

 

 

 

 

Movement Summary Page 1 of 1
S| DRA
INTERSECTION
Movement Summary
Elm St / Diamond St Intersection
2009 AM Base
Give-way
Vehicle Movements
~ _ 95%
Dem Deg of Aver Aver
MovID = Turn Flow %HV Satn Delay evel a Queue Quon d Eft Stop Speed
(veh/h) (v/c) (sec) (m) (km/h)
Elm $
2 T 311 10.6 0.171 0.0 LOS A o 0.00 0.00 60.0
3 R 230 10.0 0.308 13.7 LOS B 15 0.67 0.93 43.8
Approach 541 10.4 0.308 5.8 LOSA 1s 0.28 0.40 51.9
Diamond E
4 L 384 5.5 0.541 14.5 LOS B 33 0.70 1.03 493.2
6 R 74 8.14 0.368 34.2 Los 0 14 0.88 1.06 31.9
Approach 458 5.9 0.541 17.7 tosc 33 0.73 1.03 40.9
Elm N
7 L 265 $.3 0.148 8.4 LOS A 0 0.00 062 49.0
8 T $12 6.1 0.273 O12 LOS A 0 0.00 0.01 60.0
Approach 777 5.8 0.273 2.9 LOSA 0.00 0.24 58.7
Not
All Vehicles 1776 7.2 0.541 7.6 Applicable 33 0.28 0.49 49.9
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 Queve
# - Density for continuous movement
SIDRA SOLUTIONS
Site: 2009 AM Elm at Diamond
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Elm and Diamond Nov 28.aap
Processed Nov 28, 2007 04:38:55PM
A1059, McCormick Rankin Cagney, Large Office
Produced by SIDRA Intersection 3.2.1.1478
Copyright 2000-2007 Akcelik and Associates Pty Ltd
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