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

 

 

 

 

 

Movement Summary Page 1 of |
SIDRA ==
INTERSECTION
Movement Summary
Elm Street / Diamond Street intersection
DMR Parameters 2010 Design - PM Peak - unsignalised
Give-way
Vehicle Movements
. 95%
: Dem Deg of Aver Aver
MovID = Turn Flow %HV Satn Delay hevel of Gocue. Quevcs Eff, Stop Speed
(veh/h) (v/c) {sec) (m) (km/h)
Elm Street (South)
2 T 399 1.3 0.206 0.0 LOS A 0 0.00 0.00 60.0
3 R 306 2.9 0.303 11.4 LOS B 14 0.60 0.85 45.7
Approach 705 2.0 0.303 5.0 LOS A 14 0.26 0.37 52.9 ;
Diamond Street
4 L 370 49 0.458 13.0 LOS B 30 0.67 0.94 44.5
6 R 132 3.8 0.470 25.4 LOS D 18 0.86 1.05 35.3
Approach 502 4.6 0.470 16.2 Los c 30 0.72 0.97 41.7
Sonera ae
£lm Street (North)
7 L 215 8.8 0.123 8.5 LOS A 0 0.00 0.67 49.0
8 T 374 5.6 0.199 0.0 LOS A 0 0.00 0.00 60.0
Approach 589 6.8 0.199 3.1 LOS A 0.00 0.24 55.4
Not
All Vehicles 1796 4.3 0.470 7-5 appticable 30 0.30 0.50 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 Queue

# - Density for continuous movement

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SIDRA SOLUTIONS

Site: 2010 Design - 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 02:25:23PM

A1059, McCormick Rankin Cagney, Large Office

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06/03/2009

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