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Movement Summary Page 1 of |
SIDRA
BOR SECTION
Movement Summary
Elm Street / Diamond Street intersection
DMR Parameters 2010 Design - AM Peak - unsignalised
Give-way
Vehicle Movements
. 95%
Dem Deg of Aver Aver
MovID Turn Flow %HV — Satn = Delay Level of mack of Quewed EF. StOP Speed
(veh/h) (v/c) (sec) (m) (km/h)
Elm Street (South)
2 T 334 10.5 0.183 0.0 LOS A o 0.00 0.00 60.0
3 R 252 9.9 0.349 14,3 LOS B 18 0.69 0.96 43.3
Approach 586 10.2 0.348 6.2 LOSA 18 0.30 0.41 51.5 }
Diamond Street
4 L 427 5.4 0.689 19.8 Los C 58 0.81 1,23 39.2.
6 R 89 9.0 0.412 29.6 LOS D 15 0.88 1.03 33.2
Approach 516 6.0 0.688 21.5 Los c 58 0.82 1.19 38.0
ae een» le
Etm Street (North) :
7 L 272 5.4 0,152 8.4 LOS A 0 0.00 0.67 49.0 7
8 T 533 5.4 0.283 0.0 LOS A 0 0.00 0.00 60.0
Approach 805 5.3 0.283 2.8 LOSA 0.00 0.23 55.8
Not é
All Vehicles 1907 7.0 0.689 8.9 Applicable 58 0.31 0.54 48.4

 

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 continudus movement

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SIDRA SOLUTIONS

Site: 2010 Design - AM Peak - unsignalised

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

Intersection.aap
Processed Mar 06, 2009 02:25:22PM

A1059, McCormick Rankin Cagney, Large Office
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06/03/2009