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Movement Summary Page | of |

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INTERSECTION

Movement Summary

Elm Street / Diamond Street intersection

MRC Parameters 2010 Base - PM Peak

Glve-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID = Turn Flow HV Satn Delay yevel or Queue, Quowe d ert, Stop Speed
(veh/b) (w/c) (sec) (m) (km/h)
£m Street (South)
2 T 351 10.8 0.193 0.0 LOS A Oo 0.00 0.00 60.0
3 R 306 11.1 0.314 11.8 Los B 16 0.60 0.85 45.6
Approach 657 11.0 0,314 5.5 LOSA 16 0.28 0.39 52.3
Diamond Street
4 L 370 1.9 0.405 11.0 Los B 22 0.58 0.84 46.3
6 R 117 0.0 0.466 28.7 Los 0 18 0.88 1.05 33.4
Approach 487 1.4 0.466 15.3 Los ¢c 22 0.65 0.89 42.4
Elm Street (North)
7 L 200 0.0 0,108 8.2 LOS A 0 0.00 0.67 49.0
8 T 349 4.9 0.185 0.0 LOS A 0 0.00 0.00 60.0
Approach Ba9 3.1 0.185 3.0 LOSA 0.00 0.24 55.5
Not
All Vehicles 1693 5.7 0.466 7.5 Applicable 22 0.30 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: 2010 Base - PM. Peak -. unsignalised .
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\March 2009\Elm Street - Diamond Street Intersection.aap
Processed Mar 06, 2009 02:31:44PM

A1059, McCormick Rankin Cagney, Large Office

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