07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA -~
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection

2019 PM Base

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver Aver
MovID Tur Flow %HV Satn Delay ‘LVI Of ‘Queue queued Et St? speed
(veh/h) (v/c)} (sec) (m) (km/h)
Eims
2 T 458 La 0.237 0.0 LOS A 0 0.00 0.00 60.0
3 R 399 3.0 0.457 13.7 Los B 27 0.69 1.01 43.6
Approach 887 2.0 0.457 6.4 LOSA 27 0.32 0.47 51.1
Diamond E .
4 L 483 5.0 0.630 15.0 LOS B 47 0.73 1.10 42.8
6 R 153 3.9 1.041 207.1 LOS F 141 1.00 2.36 9.0
Approach 636 4.7 1.037 61.2 Los F 141 0.79 1.40 22.6
Elm N
7 L 261 8.8 0.149 8.5 LOS A 0 0.00 0.67 49.0
8 T 4s5 5.5 0.242 0.0 LOS A 0 9.00 0.00 60.0
Approach 716 6.7 0.242 3.1 LOS A 0.00 0.24 55.4
Not
All Vehicles 2209 4.3 1.041 21.1 Applicable 141 0.35 0.66 38.2

 

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: 2019 PM Elm at Diamond
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Processed Nov 28, 2007 04:38:57PM

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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