07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA -™
INTERSECTION

Movement Summary
Elm St / Diamond St Intersection

2009 PM Base

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver Aver
MovID Turn Flow %HV ~ Satn Delay revel of Queue quene ! Err Stop Speed
(veh/h) (w/c) (sec) (m) (km/h)
Elms :
2 T 341 1.2 0.176 0.0 LOS A 0 0.00 0.00 60.0
3 R 297 3.0 0.276 10.8 LOS B 12 0.57 0.80 46.3
Approach 638 2.0 0.276 5.0 LOSA 12 0.27 0.37 52.7
Diamond E
4 L 360 5.0 0.392 11.0 LOS B 2t 0.57 0.83 46.4
6 R 114 3.5 0.407 27.8 LOS DB 16 0.85 1.08 35.0
Approach 474 4.6 0.408 15.0 Los c 21 0.64 0.89 43.1
tlm N
7 L 194 8.8 0.111 8.5 LoS A Oo 0.00 0.67 49.0
8 T 338 5.6 0.180 0.0 LOS A 0 0.00 0.00 60.0
Approach 532 6.8 0.180 3.1 LOSA 0.00 0.24 55.4
Not
All Vehicles 1644 43 0.407 7.3 Applicable 21 - «0.29 0.48 50.2

 

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: 2009 PM Elm at Diamond
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Processed Nov 28, 2007 04:38:56PM

A1059, McCormick Rankin Cagney, Large Office

Produced by SIDRA Intersection 3.2.1.1478
Copyright 2000-2007 Akcelik and Associates Pty Ltd
www. sidrasolutions.com

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