Original source · versioned page text
RFI - Traffic Engineering Report
Very large file: it may take a few minutes
The original of this document is very large (19.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
2022 Survey 30.3% 8.6 sec 18.3 sec A B 15.8m 11.5m 5.7m 12.0m
(RT Grant St N)
2024 Base 31.2% 8.7 sec 18.6 sec A B 16.4m 12.0m 6.1m 12.5m
(UT Grant St N)
2034 Base 36.5% 9.2 sec 20.8 sec A C 20.2m 14.7m 8.1m 15.6m
(UT Grant St N)
2024 Base + 31.8% 9.0 sec 19.0 sec A B 16.9m 12.4m 10.0m 13.2m
Development (UT Grant St N)
2034 Base + 37.4% 9.5 sec 21.2 sec A C 20.8m 15.2m 13.0m 16.2m
Development (UT Grant St N)
Weekday - PM Peak Hour
2022 Survey 40.2% 9.0 sec 20.3 sec A C 19.9m 23.8m 5.6m 15.3m
(UT Grant St N)
2024 Base 41.7% 9.1 sec 20.8 sec A C 20.8m 24.9m 6.1m 16.0m
(UT Grant St N)
2034 Base 49.8% 9.9 sec 24.2 sec A C 26.7m 32.2m 8.5m 20.2m
(UT Grant St N)
2024 Base + 45.9% 9.7 sec 21.5 sec A C 22.3m 26.3m 14.1m 18.5m
Development (UT Grant St N)
2034 Base + 54.3% 10.9 25.2 sec A C 28.5m 37.3m 19.1m 22.9m
Development sec (UT Grant St N)
Weekend – PM Peak
2022 Survey 31.6% 8.1 sec 19.3 sec A B 16.8m 16.9m 3.1m 13.7m
(UT Grant St N)
2024 Base 32.6% 8.2 sec 19.7 sec A B 17.4m 17.6m 3.2m 14.3m
(UT Grant St N)
2034 Base 38.2% 8.7 sec 22.6 sec A C 21.5m 21.6m 4.7m 17.8m
(UT Grant St N)
2024 Base + 34.0% 8.8 sec 20.6 sec A C 18.5m 18.4m 12.0m 17.9m
Development (UT Grant St N)
2034 Base + 39.9% 9.5 sec 22.9 sec A C 22.9m 22.7m 15.7m 21.9m
Development (UT Grant St N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
N – North, S – South, E – East, W - West
9.2.2 Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 54.3% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and at most an increase in queuing of
12m (equivalent to 2 vehicles).
Based on this assessment, the proposed development is considered to have no adverse impact on the
operations of this roundabout.
9.3 Analysis of Grant Street / Banksia Avenue
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 32
Reference: 22BRT022 RP01_1
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.