07/2398 - Request for information response [As Published] · 132007.2398

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‘SIDRA SOLUTIONS

Movement Summary , Page | of |

SIDRA =
INTERSECTION

Movement Summary

Elm Street / Diamond Street intersection

MRC Parameters 2010 Base - AM Peak

Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Turn Flow %HV Satn Delay bevel or Rocue Quons 'd Eff. Stop Speed
(veh/h) (v/c) (sec) (m) (km/h)
Elm Street (South)
2 T 306 10.5 0.168 0.0 LOS A 0 0.00 0.00 60.0 =
3 R 252 99 0.333 13.8 LOS B 17 0.67 0.95 43.7 .
Approach 558 10.2 0.333 6.3 LOSA 17 0.30 0.43 51.4
Diamond Street
4 L 427 5.4 0.596 18.1 Los c 40 0.72 1.07 42.7
6 R 82 8.5 0.421 33.8 LOS D 16 0.90 1.04 31.1
Approach s09 5.9 0.595 18.2 Los c¢ 40 0.75 1.07 40.3
ke te
Elim Street (North)
7 L 260 5.4 0.145 8.4 LOS A 0 0,00 0.67 49.0
8 T 510 5.5 0.271 0.0 LOS A 0 0.00 0.00 60.0
Approach 770 5.5 0.271 2.8 LOSA 0.00 0.23 33.8
Not
All Vehicles 1837 7.0 0.596 8.1 Applicable 40 0.30 0.52 49.2

 

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

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Site: 2010 Base - AM Peak - unsignalised ze
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\March 2009\Elm Street - Diamond Street Intersection.aap
Processed Mar 06, 2009 02:32:30PM

A1059, McCormick Rankin Cagney, Large Office

Produced by SIDRA Intersection 3,2,2,1563
Copyright @2000-2008 Akcefik and Assoclates Pty Ltd
www.sidrasolutions.com

 

* about:blank 06/03/2009