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Movement Summary Page | of |

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SIDRA =
INTERSECTION

Movement Summary

Elm Street / Diamond Street intersection

MRC Parameters 2010 Design - AM Peak - unsignalised
Give-way

Vehicle Movements

 

 

 

 

 

Dem Deg of Aver 95% Aver
MovID Turn Flow HV Satn Delay wevel or ‘Qucwe, Quonca Fee Stop Speed
(veh/h) {v/ce)} (sec) (m) (km/h)
Elm Street (South) .
2 T 334 10.5 0.183 0.0 LOS A 0 0.00 0.00 60.0 SES
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 LOS A 18 0.30 0.41 51.5
Diamond Street ‘
4 L 427 5.4 0.618 15.9 Los C 42 0.74 1.10 42.1
6 R 89 9.0 0.514 40.3 LOS E 20 0.92 1.07 28.5
Approach 516 6.0 0.618 20.1 Los c 42 0.77 1.09 38.9
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£im Street (North)
7 L 272 5.1 0.152 8.4 LOS A 0 0.00 0.67 49.0
8 T 533 5.4 0.283 0.0 LOS A 0 0.00 0.00 60.0
Approach 80s 5.3 0.283 2.8 LOS A 0.00 0.23 55.8
All Vehicles 1907 7.0 0.618 85 appt a

 

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 - AM Peak - unsignalised . .
T:\3400-3499\3427 - Cooroy Retirément Community\SIDRA\March 2009\Elm Street - Diamond Street Intersectlon.aap
Processed Mar 06, 2009 02:30:38PM .

A1059, McCormick Rankin Cagney, Large Office

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