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Movement Summary Page 1 of 1

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SIDRA eel -
INTERSECTION

Movement Summary

Elm Street / Diamond Street intersection

MRC Parameters 2010 Design - PM Peak - unsignalised
Glve-way

Vehicle Movements

 

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Tum Flow %HV  Satn Delay Level or rte cof Quoved Eft. Stop Speed
(veh/h) (w/c) (sec) (m) (km/h)
£tm Street (South)
2 T 399 13 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 4
Approach 705 2.0 0.303 5.0 LOSA 14 0.26 0.37 52.9 j
Diamond Street é
4 L 370 4.9 0.425 11.6 Los B 24 0.60 0.89 45.8
6 R 132 3.8 0.569 33.8 Los D 24 0.91 111 31.1
Approach 502 4.6 0.570 17.5 tos c 24 0.68 0.94 40.8
. “ sae
Elm 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 6.00 0.00 60.0
Approach s89 6.8 0.199 3.2 LOSA 0.00 0.24 55.4
: Not
All Vehicles 1796 43 0.569 7.8 Applicable 24 0.29 0.49 49.5

 

Symbols which may appear in this table:

Following Degree of Saturation
#x = 1,00 for Short Lane with resulting Excess Flow
* yx = 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 sty
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\March 2009\Elm Street - Diamond Street Intersection.aap
Processed Mar 06, 2009 02:31:10PM

A1059, MeCormick Rankin Cagney, Large Office

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