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Traffic Impact Assessment
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The school provides on-site bicycle parking facilities with capacity for six bicycles, which represents
a shortfall of 51 spaces compared to TMR’s PSTIS requirements. However, on the day of the mode
share survey, only 1% of students indicated that they used a bicycle and school management have
advised that no staff currently cycle to and from the school. Therefore, the existing bicycle parking
facilities are sufficient to cater for the existing demand, as shown in Table 2.2.
2.6 Road Network
Cooroy Belli Creek Road is a two-lane undivided road with a posted speed limit of 60 km/h and a
40 km/h school zone in the immediate vicinity of the school. A parking lane with capacity for eight
vehicles is provided on the eastern side of the road along the school frontage. To the north of the
school site, Cooroy Belli Creek Road crosses the Bruce Highway (by way of an overpass) and
becomes Maple Street.
2.7 Traffic Volumes
To assist in the quantification of existing road network operations proximate to the site, turning
movement surveys were conducted on Wednesday 28 April 2021, from 7:00am to 9:00am and
from 3:00pm to 6:00pm, to capture the weekday morning and afternoon peak traffic volumes.
The following intersections in the vicinity of the school were surveyed:
Cooroy Belli Creek Road / School Access priority-controlled intersection
Maple Street / Overlander Avenue priority-controlled intersection
The weekday morning and afternoon peak periods for the above intersections are shown in Table
2.3, along with the key operational attributes of the intersections. The traffic count data is provided
in Appendix B.
Table 2.3: INTERSECTION ATTRIBUTES
ATTRIBUTE WEEKDAY MORNING WEEKDAY AFTERNOON
Cooroy Belli Creek Road / School Access
Peak Hour 7:45am – 8:45am 3:00pm – 4:00pm
Volume (vph) 365 290
% Heavy Vehicles 5.2% 3.8%
Peak Flow Factor 82.8% 72.1%
Maple Street / Overlander Avenue
Peak Hour 8:00am – 9:00am 3:00pm – 4:00pm
Volume (vph) 385 350
% Heavy Vehicles 5.4% 3.7%
Peak Flow Factor 86.4% 74.6%
P:\2020-21\21-313 NOOSA CHRISTIAN COLLEGE\OUTPUTS\21-313 TRAFFIC IMPACT ASSESSMENT.DOCX 8
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