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Movement Summary Page 1 of 1
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SIDRA wo
INTERSECTION
Movement Summary
Elm Street / Diamond Street intersection
DMR Parameters 2010 Base - PM Peak
Give-way
Vehicle Movements
95%
Dem Deg of Aver Aver
MovID Turn Flow  %HV Satn _—Delay tevet or Gocue Quewed Eff. Stop Speed
: (veh/h) (v/e) (sec) (m) (km/h)
Elm Street (South)
2 T 351 10.8 0.193 0.0 LOS A 0 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 §2.3
Diamond Street
4 L 370 1.9 0.434 12.1 LOS B 27 0.64 0.89 45.2
6 R 117 0.0 0.389 22.6 Los C 14 0.83 1.01 36.9
Approach 487 1.4 0.434 14.6 Los B 27 0.69 0.92 42.9
Elm Street (North) =
7 L 200 0.0 0.108 8.2 LOS A 0 0.00 0.67 49.0
8 T 349 49 0.185 0.0 LOS A 0 0.00 0.00 60.0
Approach 549 3.1 0.185 3.0 LOS A 0.00 0.24 55.5
Not
All Vehicles 1693 5.7 0.434 7.3 Applicable 27 0.31 0.50 50.1

 

Symbols which may appear tn 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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SIDRA SOLUTIONS

Site: 2010 Base - PM Peak - unsignalised

T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\March 2009\DMR Gaps Elm Street - Diamond Street

Intersection.aap .
Processed Mar 06, 2009 02:25:21PM

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06/03/2009