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F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)
Original PDF page 160, section 1. The text section number identifies this passage in the reader.
INPUT VOLUMES
Vehicles and pedestrians per 60 minutes
Site: 101 [2030 AM 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) 886 873 13
E: Eenie Creek Road (E) 1136 1119 17
N: Walter Hay Drive (N) 465 458 7
W: Eenie Creek Road (W) 1029 1014 15
Total 3516 3463 53
SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: CAMBRAY CONSULTING | Created: Monday, 16 September 2019 3:15:45 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8
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