07/2398 - Traffic report · 132007.2398

Movement Summary Page 1 of 1

SIDRA -™
INTERSECTION

Movement Summary

Elm St / Pearsons Rd Intersection

Design 2019 AM

Give-way

Vehicle Movements

 

 

 

 

 

95%
Dem Deg of Aver Aver
MovID Tum Flow %HV = Satn Delay (LN Of Oueue Quened FT Stop speed
(veh/h) (v/c) (sec) (m) (km/h)
Elms
2 T 279 10.8 0.153 0.0 LOS A 0 0.00 0.00 60.0
3 R 71 0.0 0.088 12.0 LOS B 3 0.61 0.83 45.0
Approach 350 8.6 0.153 2.4 LOSA 3 0.12 0.17 56.2
Pearsons
4 L 101 2.0 0.193 13.9 Los 8 6 0.67 0.89 43.4
6 Rg 4 0.0 0.190 14.1 Los 8 6 0.67 0.90 43.1
Approach 105 1.9 0.193 13.9 Loss | 6 0.67 0.89 43.4
Elm N
7 L 5 0.0 0.385 8.2 LOS A 0 0.00 0.67 49.0
8 T 734 4.9 0.391 0.0 LOS A 0 0.00 0.00 60.0
Approach 739 49 0.391 0.1 LOSA 0.00 0.00 59.9
Not
All Vehicles 1194 5.7 0.391 2.0 Applicable 6 0.09 0.13 56.9

 

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 movernent

+

SIDRA SOLUTIONS

Site: Design 2019 AM Elm at Pearsons
T:\3400-3499\3427 - Cooroy Retirement Community\SIDRA\Pearsons and Elm Nov 28.aap
Pracessed Nov 29, 2007 03:59:53PM

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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