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F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)
Original PDF page 162, section 1. The text section number identifies this passage in the reader.
INPUT VOLUMES
Vehicles and pedestrians per 60 minutes
Site: 101 [2030 PM BG+DEV 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) 852 839 13
E: Eenie Creek Road (E) 1527 1504 23
N: Walter Hay Drive (N) 584 575 9
W: Eenie Creek Road (W) 1080 1064 16
Total 4043 3982 61
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: CAMBRAY CONSULTING | Created: Monday, 16 September 2019 3:16:23 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8
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