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Movement Summary Page 1 of !

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INTERSECTION

Movement Summary

Elm Street / Diamond Street intersection

DMR Parameters 2010 Base - AM Peak

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver Aver
Mov ID Turn Flow HV Satn Delay evel or ‘Que x of Quewes Bet. Stop Speed
{veh/h) (v/c) (sec) (m) (km/h)
Elm Street (South)
2 T 306 10.5 0.168 0.0 LOS A ° 0.00 0.00 60.0
3 R 252 9.9 0.333 13.8 Los B 17 0.67 0.95 43.7
Approach 588 10.2 0.333 6.3 LOSA 17 0.30 0.43 51.4 ;
i
i
Diamond Street . 3
4 L 427 5.4 0.660 18.5 Los Cc 54 0.79 1.19 40.1
6 R 82 8.5 0.342 26.1 Los D 12 0.85 1.00 35.0
Approach 509 5.9 0.660 19.7 tosc [email protected] 1.16 39.2
- ne ellie
Elm Street (North)
7 L 260 5.4 0.145 8.4 LOS A oO 9.00 0.67 49.0
8 T 510 5.5 0.271 0.0 LOS A oO 0.00 0.00 60.0. -
Approach 770 5.5 0.271 2.8 LOsSA 0.00 0.23 55.8
- Not
All Vehicles 1837 7.0 0.660 8.5 Applicable s4 0.32 0.55 48.7

 

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

4
Cc ;
SIDRA SOLUTIONS

Site: 2010 Base - AM 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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