07/2398 - Traffic report · 132007.2398

Movement Summary Page | of |

SID =
INTERSECTION

Movement Summary

Elm St / Diamond St Intersection

2019 AM Base

Give-way

Vehicle Movements

 

95%

 

 

 

 

Dem Deg of Aver j Aver
MovID Turn Flow %HV = Satn Delay «OVO! Of Queue. ques Katee os
(veh/h) (w/c) (sec) (m) (km/h)
Elm S
2 T 418 10.5 0.229 0.0 LOSA Qo 0.00 0.00 60.0
3 R 309 10.0 0.599 21.1 Los Cc 36 0.85 1.15 38.1
Approach 727 10.3 _ 0-599 9.0 LOSA 36 0.36 0.49 48.3
Diamond E
4 L 516 5.4 0.979 62.6 LOS F 204 0.99 2.79 22.3
6 R 100 9.0 1.136 395.3 LOS F 175 1.00 2.53 $.1
Approach 616 6.0 1.136 116.6 Los F 204 0.99 2.75 14.4
Elm N
7 Ll 356 5.3 0.199 8.4 LOSA QO 0.00 0.67 49.0
8 T 687 6.0 0.366 O41 LOSA Q 0.00 0.01 60.0
Approach 1043 5.8 0.366 2.9 LOS A 0.00 0.23 55.7
Alt Vehicles 2386 7.2 1.136 34.1 Not 204 0.37 0.96 31.2
. ° “" Applicable . * .

 

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

Failowing LOS
# - Based on density for continuous movements

Following Queue
# - Density for continuous movement

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SIDRA SOLUTIONS

Site: 2019 AM Elm at Diamond
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\EIm and Diamond Nov 28.aap
Processed Nov 29, 2007 01:32:20PM

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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