Original source · versioned page text
F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)
Original PDF page 146, section 1. The text section number identifies this passage in the reader.
INPUT VOLUMES
Vehicles and pedestrians per 60 minutes
Site: 101 [2019 PM Survey Eenie Creek Road / Walter Hay Drive]
Intersection: Eenie Creek Road / Walter Hay Drive
Job#: BLU0517-01
Site Category: (None)
Roundabout
Volume Display Method: Total and %
All MCs Light Vehicles (LV) Heavy Vehicles (HV)
S: Walter Hay Drive (S) 801 789 12
E: Eenie Creek Road (E) 1298 1279 19
N: Walter Hay Drive (N) 553 545 8
W: Eenie Creek Road (W) 834 821 13
Total 3486 3434 52
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: CAMBRAY CONSULTING | Created: Monday, 16 September 2019 3:14:22 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.