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MCU14/0056 Acoustic report Att H - Information response
Table 4.1: Assumed Floor Levels
Location Building Build Pad Level (RL) Building Height (m)
Office/Site Manager 110.25 5.96
Tourist Park Amenities 110.50 5.96
Cabins/Caravans 0.6 m above ground level 3.41
Northeastern/Southeastern 114.00 3.00
Self Storage Southwestern 114.50 3.00
Central 114.25 3.00
Fuel Sales/Fast food 110.50 5.60
Service Station
Refuelling Bowser Area 110.00 -
Carwash Manual Wash Bays 111.50 3.50 ceiling 4.50 roof
4.1 Traffic Volumes
Traffic data presented in Table 4.2 were used in the configuration of the road traffic noise model.
TARS data were provided by TMR for the existing scenario (AADT and historical growth rates). The
10 year horizon traffic figures were based on the default TMR growth rate of 3.5 % per annum. The
18 hour traffic flow is assumed to be 94 % of the AADT.
Table 4.2: Traffic Data Summary
AADT 18 Hour Traffic % Heavy Speed
Road Year
(vehicles) (vehicles) Vehicles Limit
2014 16092 15126
Bruce Highway 19.68% 90
2024 22699 21337
Myall Street (Cooroy 2014 7854 7383
9.16% 60/80
Connection Road) 2024 11079 10414
Myall Street (Cooroy 2014 4125 3877
9.16% 60
Connection Road) Underpass 2024 5818 5469
Bruce Highway south bound 2014 201 189
9.16% 60
off ramp 2024 283 266
Bruce Highway south bound on 2014 3245 3050
9.16% 80
ramp 2024 4577 4302
4.2 Traffic Speed
The existing posted traffic speed is provided in Table 4.2. Noise modelling for current (2014) and
future (2024) years is based on the posted traffic speed.
4.3 Road Surface
The current road pavement surfacing is assumed to be principally dense graded asphalt. TMR, 2008
recommends a correction of + 0 dB(A) for dense graded asphalt.
4.4 Model Verification
The calculated noise level for 2014 was compared with the measured noise level as presented in
Table 4.3.
0009-R2-01 VerveBD Mixed Use Cooroy Noise Report.docx 13
Report
Verve Building Design and Concepts | 0009
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