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Further Advice Response 17-07-25 22BRT0122_LT01_3 · OPW25/0042
17 July 2025 Our Ref: 22BRT0122_LT01_C Council Ref: OPW25/0042 SARA Ref: Attention: Daniel Cooper DPC Dear Daniel, RE: Proposed Resort Complex – 3-7 Serenity Close, Noosa Operational Works Application – Bulk Earthworks Request for Information to Noosa Council– Traffic Engineering matters Colliers International Engineering & Design (TTMC) Pty Ltd has been engaged by Development Property Construction Advisory DPC to prepare the below responses to the issues relating to traffic engineering raised in the Request for Information (RFI) dated 16th April, 2025 in relation to the proposed resort complex at 3 - 7 Serenity Close, Noosa (subject site). Key traffic-related issues are summarised below. Item – Construction Traffic A Traffic Impact Assessment has not been provided as part of the application material. Council recognise that the haulage operations are likely to cause impacts to the local road network and associated road infrastructure. Provide a Traffic Impact Assessment (TIA) to assess the impacts of construction traffic associated with the prescribed works. The TIA must be prepared by a suitably qualified person (RPEQ) with Traffic Management Design qualification, in accordance with the Department of Transport and Main Roads Guidelines, and must include, but not be limited to: a. a Road Safety Audit; b. Pavement Impact Assessment; c. a Traffic Management Plan – the Traffic Management Plan must be developed in accordance with the Queensland Manual of Uniform Traffic Control Devices (MUTCD) and the Queensland Guide to Temporary Traffic Management (GTTM); d. proposed haulage route – including the scheduled duration of excavation/haulage works, number of haulage vehicles exiting the site per hour, and the type of haulage vehicle (i.e., truck or truck and dog); and e. the receiving location(s) of the exported spoil. Colliers Response to Council RFI Item 9(a) – Road safety Audit A Road Safety Audit will be prepared for the local road component of the haulage route – this will be provided separately. Colliers Response to Council RFI Item 9(b) – Pavement Impact Assessment With regard to Pavement Impacts is important to consider the design parameters for the current pavement based on road hierarchy as outlined in the Noosa Plan. Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex 1 Reference: 22BRT0122
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It is noted that the Bulk Earthworks scope is to move 1,500m3 of soil daily from the subject site. Typical bulk
haulage trucks are equivalent to a Type 4 heavy vehicle (Austroads) with a carrying capacity of 20m3 of
material. Assuming an average haulage capacity of 20m3, there would approximately 75 loaded and 75
unloaded vehicle movements daily from and to the subject site respectively. The total period of haulage is
estimated at 12 to 14 weeks (6 day per week operation) – equivalent to ~100,000m3 total material removed.
For ‘Distributor’ roads and the majority of ‘Collector’ (higher order) road types, pavements are designed to
have 1x 106 Equivalent Standard Axles (ESA’s) of pavement strength. Based on the total ESAs on the road
network, and given the standard design ESA’s of pavements for the road hierarchy, the overall pavement
impact of truck movements will be between 0.3% (unloaded) to a maximum of ~3% (loaded) for the higher
order roads, which less than the 5% threshold as outlined in DTMR’s documentation. Therefore, the relative
pavement impact of truck movements for the Bulk Earthworks associated with the subject development on
these higher order roads will be negligible and no amelioration is required.
For the minor roads, Serenity Close and Grant Street, detailed pavement impact calculations using the
Department of Transport and Main Roads’ (DTMR’s) Guide to Traffic Impact Assessment Practice Note:
Pavement Impact Assessment has been undertaken. Based on the assessment methodology from DTMR’s
document, the respective truck pavement loadings for these movements are determined as follows:
Total number of truck movements: 5,000 loaded trips and 5,000 unloaded trips
Austroads Heavy Vehicle Class: Class 9 up to 19.0m AV
DTMR PIA ESA parameters:
o SAR 4 Granular Pavement
o Unloaded SAR – 0.51
o Loaded SAR – 4.93
Marginal Cost: 13.60 cents ($0.136) / SAR-km
Length of affected road: 0.85 km
Based on the above, there would be a total of 2,168 SARs in the unloaded direction and 20,953 SARs in the
loaded direction. Applying these values to the length of affected road (by direction) and the marginal cost
value, the following pavement impact offset (rehabilitation) costs are noted:
Loaded direction: $2,850
Unloaded direction: $295
Noting the assessed pavement impacts noted above, it is recommended that the client arrange for repair of
any minor potholes on the local roads Serenity Close to Grant Street that appear during the haulage period.
It is expected that a Dilapidation Plan will be undertaken with review of the haulage route between the site
up to and including the Grant Street / Noosa Drive roundabout intersection, as well as the key intersection of
Weyba Road / Mary Street / Reef Street roundabout, to identify potential road infrastructure impacts (e.g.
broken kerbs) that may have occurred during the haulage period.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
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Note that this will be used to determine any change / impacts that have occurred during the haulage period which may or may not been related to the haulage activity. Colliers Response to Item 9(c) – Traffic Management Plan Refer to Avada Traffic – Traffic Management Plan Item 9(d) – Proposed Haulage Route The proposed haulage route is provided in Figure 1. Figure 1: Proposed Bulk Haulage Route This has been determined as the desired route after review / consideration of alternate routes via Eenie Creek Road > Langura Street > Cooyar Street > Sunshine Beach Road (see Figure 2 overleaf). Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
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Figure 2: Alternate Bulk Haulage Route Considered
Table 1 below shows a high-level review of the benefits and constraints / issues of both the proposed
haulage route and an alternative haulage route (section in proximity to the site) that was considered.
Table 1: Proposed / Alternate Haulage Route Considerations
Benefits Constraints / Issues
Proposed Route – Noosa Dr, Weyba Rd, Reef St, Eenie Creek Rd
Shortest route to Eumundi Creek Road More traffic than Cooyar Street / Eenie Creek with a higher
Minimises route built up pedestrian areas local demand of traffic
Weyba Road is a major road and larger
vehicles are more common (expected)
Less travel through residential areas
Alternate Route – Sunshine Beach Rd, Cooyar St, Langura St, Eenie Creek Rd
Less traffic demand on Cooyar Street / Travelling along Sunshine Beach Road is a highly pedestrianised
Eenie Creek as opposed to Weyba Road area with raised zebra pedestrian (wombat) crossings
Greater number of commercial establishments and cinemas
(potential noise impacts)
Longer route distance to Eumundi Creek Road
Noting Saturday operation – potential conflicts with sports
precinct at Langura / Eenie Creek
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
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Based on the reviews undertaken, and from preliminary discussions with Council, the proposed haulage
route is considered to be the most appropriate (compared to the alternate route identified) in terms of
safety (reduced potential risks to the surrounding community and road users), efficiency (shortest route) and
amenity (minimised potential impacts to residential areas and commercial centres).
Additional measures to be considered within the Traffic Management Plan:
Spacing of truck movements – aiming to reduce occurrences of multiple haulage trucks arriving or
leaving the subject site at one time
Community feedback – it is noted that community feedback contact details will be provided as part
of the Traffic Management Plan (prepared by Avada), additional consideration of regular briefing to
drivers regarding key issues / feedback provided by community and any adjustments to procedures /
operations to accommodate.
Any further items / potential measures (including any raised as part of the Road Safety Audit) can be tabled
as part of the operation pre-start meeting(s).
Item 9(e) – Receiving Locations
The receiving locations for the bulk haulage material will be:
Coolum Industrial Park; and
Sekisui House, Coolum; and
Bulk Granite Haulage yard in Caboolture, via the Bruce Highway.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 6
Traffic Impact Assessment (TIA)
Development Transport Demand
Existing Traffic Demand
Colliers conducted traffic counts on Friday, 8th July 2022 and Saturday, 9th July 2022 to establish the existing
traffic volumes during the weekday and weekend peak-hour periods at the following intersections:
Noosa Drive / Grant Street; and
Noosa Drive / Coral Tree Avenue; and
Grant Street / Banksia Avenue.
Separate traffic counts conducted on Thursday, 27th October 2022 and Saturday, 29th October 2025 which
have been provided by Noosa Council for the following intersection:
Weyba Road / Reed Street / Mary Street.
The following peak periods were as follows:
Noosa Drive / Grant Street / Sunshine Beach Road:
o Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:15pm to 4:15pm
o Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
Noosa Drive / Coral Tree Avenue:
o Friday, 8th July 2022
AM Peak period: 9:00am to 10:00am
PM Peak Period: 3:15pm to 4:15pm
o Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
Grant Street / Banksia Avenue:
o Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:00pm to 4:00pm
o Saturday, 9th July 2022
AM Peak period: 10:15am to 11:15am
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 7
Weyba Road / Reef Street
o Thursday, 27th October 2022
AM Peak period: 7.45am to 8.45am
PM Peak Period 3.00pm to 4.00pm
o Saturday, 29th October 2022
AM/ PM Peak period: 11.30am to 12.30pm
Detailed surveyed traffic volumes observed during the weekday / weekend AM and PM peak-hour periods
are attached in Attachment A – Survey Data.
Development Traffic Demand
The Bulk Earthworks traffic generation is anticipated to be 150 trucks per day, which would have a maximum
of ten (10) vehicles per hour (vph), occurring within the weekday (AM / PM) or weekend peaks.
1.2.1 Traffic Distribution
The distribution of Bulk Earthworks traffic within the surrounding network is based on the proposed route
outlined in the Avada Traffic – Traffic Management Plan and illustrated in Figure 1-1 - see also Attachment B.
Figure 1-1: Traffic Distribution
Based on the above distribution and generation outlined above the traffic generated by the Bulk Earthworks
traffic in the respective peak hour periods is shown in Figure 1-2 - - see also Attachment B.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 8
Figure 1-2: Traffic Generation (vph)
Future Transport Demands
Assessment Years and Traffic Growth
To estimate the future traffic volume for the 2025 scenario, the annual growth rate for the Council has been
determined based on the following:
The forecasted population volume set out in Section 4.2 of Noosa Shire Economic Development
Strategy 2021-2030. For Noosa, the population growth between 2020 and 2041 is projected to be
0.8%.
The existing and projected demand for the transport network set out in Table SC3.1.7 of Council’s
LGIP Planning Assumptions Tables.
For the Coastal Area (Noosa Heads), the existing and projected transport demand vehicle per day
(vpd) data between 2021 (331,603) and 2031 (369,091) is projected to be 1.08%.
Conservatively, an annual growth rate of 1.2% has been adopted.
Colliers has identified three assessment periods for the road network as follows:
Current Traffic Scenario
This scenario includes the 2022 traffic volumes modelled over the existing road network. This analysis has
been performed for both the AM and PM Peaks.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 9
Base Year (2025) Traffic Scenario
This analysis incorporates a 1.2% per annum increase in the background traffic volume for a period of 4
years from the most recent survey. For the base case scenario, the existing road network has been analysed.
Base Year (2025) Traffic Scenario + Earthworks Traffic
Based on the development transport demand estimates (Section 1), traffic network diagrams have been
prepared showing traffic movements on the roads/intersections surrounding the development site for each
of the above scenario’s future year cases. These network diagrams are included in Attachment B – Network
Diagrams with the respective diagrams identified as follows:
Traffic Network Diagrams 1: 2022 Survey Traffic Volumes
Traffic Network Diagrams 2: 2025 Base Case Traffic Volumes (Applying 1.2% Growth)
Traffic Network Diagram 3: 2025 Base + Earthworks Traffic Volumes
- This has been calculated by adding estimated Bulk Earthworks traffic volumes to the 2025 Base
scenario.
It is noted that there will be minor light vehicle traffic associated with on-site management and equipment
operators, however, this will be limited to 4 – 6 personnel who will travel outside of haulage times.
SIDRA Analysis
Colliers has assessed the performance of the following intersections to confirm the impact of the proposed
development on the external road network utilising SIDRA analysis software (version 9.1).
Weyba Road/ Reed Street/ Mary Street Roundabout
Noosa Drive / Coral Tree Avenue Roundabout
Noosa Drive / Sunshine Beach Road Roundabout
Grant Street / Banksia Avenue Roundabout
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 10
Analysis of Weyba Road / Reed Street/ Mary Street Figure 3-2 shows the configuration of the Weyba Road / Reed Street / Mary Street roundabout intersection adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis. Figure 3-1 - Weyba Road / Reed Street / Mary Street SIDRA Layout 3.1.1 Analysis Results The results of the SIDRA analysis for the 2022 Existing, 2025 Base and 2025 Base + Earthworks scenarios (both weekdays and weekend) are summarised in Table 3-1 overleaf. Detailed SIDRA output data is also included in Attachment C – SIDRA Outputs. Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
Page 11
Table 3-1: Summary of Sidra Outputs (Weyba Road / Mary Street / Reed Street Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Reed St Weyba Weyba Mary
Mvmt (E) Rd (SE) Rd (N) St (W)
Weekday - AM Peak Hour
2022 Survey 58% 9 sec 18 sec (UT Weyba Rd N) A B 31 m 29 m 29 m 6m
2025 Base 61% 10 sec 20 sec (UT Weyba Rd N) A B 36 m 31 m 35 m 51 m
2025 Base + 62% 10 sec 20 sec (UT Weyba Rd N) A B 38 m 31 m 36 m 52 m
Earthworks
Weekday - PM Peak Hour
2022 Survey 66% 11 sec 25 sec (UT Weyba Rd N) A B 42 m 36 m 53 m 59 m
2025 Base 71% 13 sec 29 sec (UT Weyba Rd N) A B 49 m 41 m 64 m 69 m
2025 Base + 72% 13 sec 29 sec (UT Weyba Rd N) A B 51 m 41 m 66 m 72 m
Earthworks
Weekend – PM Peak
2022 Survey 57% 9 sec 17 sec (UT Weyba Rd N) A B 34 m 24 m 24 m 43 m
2025 Base 61% 10 sec 18 sec (UT Weyba Rd N) A B 40 m 25 m 28 m 51 m
2025 Base + 61% 10 sec 18 sec (UT Weyba Rd N) A B 41 m 26 m 28 m 52 m
Earthworks
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement; N – North, S – South, E –
East, W – West
The analysis indicates that the roundabout is expected to operate at suitable levels at the during the 2025
assessment year, with earthworks traffic included, with a worst-case DoS 72% (less than 85% - practical
capacity limit of roundabout) and overall LoS A. The addition of the Bulk Earthworks traffic has no notable
impact to key operational metrics, with negligible change to average intersection delay and at most an
increase in queuing of up to 3 m (less than one vehicle length – approx. 6.0m).
Based on this SIDRA capacity assessment, the proposed Bulk Earthworks traffic generation is considered to
have negligible impact on the operations of the Weyba Road / Mary Street / Reed Street roundabout
intersection.
Analysis of Noosa Drive / Coral Tree Avenue
Figure 3-2 overleaf shows the configuration of the Noosa Drive / Coral Tree Avenue roundabout intersection
adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 12
Figure 3-2: Noosa Drive / Coral Tree Avenue SIDRA Layout
3.2.1 Analysis Results
The results of the SIDRA analysis for the 2022 Existing, 2025 Base and 2025 Base + Earthworks scenarios
(both weekdays and weekend) are summarised in Table 3-2. Detailed SIDRA output data is also included in
Attachment C – SIDRA Outputs.
Table 3-2: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout)
Scenario DoS Average Delay LoS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Noosa Coral Tree Noosa
Movement Drive (E) Ave (N) Dr (W)
Weekday - AM Peak Hour
2022 Survey 32% 5 sec 14 sec (UT Noosa Dr W) A B 18 m 2m 18 m
2025 Base 33% 5 sec 14 sec (UT Noosa Dr W) A B 19 m 2m 18 m
2025 Base + 34% 5 sec 14 sec (UT Noosa Dr W) A B 20 m 2m 19 m
Earthworks
Weekday - PM Peak Hour
2022 Survey 42% 5 sec 12 sec (UT Noosa Dr W) A B 29 m 1m 18 m
2025 Base 43% 5 sec 12 sec (UT Noosa Dr W) A B 31 m 1m 19 m
2025 Base + 44% 5 sec 12 sec (UT Noosa Dr W) A B 32 m 1m 19 m
Earthworks
Weekend – PM Peak
2022 Survey 40% 5 sec 12 sec (RT Coral Tree Ave N) A B 22 m 1m 23 m
2025 Base 41% 5 sec 13 sec (RT Coral Tree Ave N) A B 24 m 1m 24 m
2025 Base + 42% 5 sec 13 sec (RT Coral Tree Ave N) A B 24 m 1m 25 m
Earthworks
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement; N – North, S – South, E –
East, W – West
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 13
The analysis indicates that the roundabout is expected to operate at suitable levels at the during the 2025
assessment year, with earthworks traffic included, with a worst-case DoS 44% (less than 85% - practical
capacity limit of roundabout) and overall LoS A. The addition of the Bulk Earthworks traffic has no notable
impact to key operational metrics, with minor change to average intersection delay and at most an increase
in queuing of 1 m (less than one vehicle length – approx. 6.0m).
Based on this SIDRA capacity assessment, the proposed Bulk Earthworks traffic generation is considered to
have negligible impact on the operations of the Noosa Drive / Coral Tree Avenue roundabout intersection.
Analysis of Grant Street / Noosa Drive / Sunshine Beach Road
Figure 3-3 shows the configuration of the Grant Street / Noosa Drive / Sunshine Beach Road roundabout
intersection adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis.
Figure 3-3: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 14
3.3.1 Analysis Results
The results of the SIDRA analysis for the 2022 Existing, 2025 Base and 2025 Base + Development scenarios
(both weekdays and weekend) are summarised in Table 3-3 overleaf. Detailed SIDRA output data is also
included in Attachment C – SIDRA Outputs.
Table 3-3: Summary of SIDRA Outputs (Grant Street / Noosa Drive / Sunshine Beach Road Roundabout)
Scenario DoS Average Delay LoS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Sunshine Noosa Grant Noosa
Movement Beach Dr (E) St (N) Dr
Rd (S) (W)
Weekday - AM Peak Hour
2022 Survey 30% 9 sec 18 sec (RT Grant St N) A B 16 m 12 m 6m 12 m
2025 Base 32% 9 sec 19 sec (UT Grant St N) A B 17 m 12 m 6m 13 m
2025 Base + 32% 9 sec 19 sec (UT Grant St N) A B 17 m 12 m 7m 13 m
Earthworks
Weekday - PM Peak Hour
2022 Survey 40% 9 sec 20 sec (UT Grant St N) A B 20 m 24 m 6m 16 m
2025 Base 42% 9 sec 21 sec (UT Grant St N) A B 21 m 25 m 6m 16 m
2025 Base + 43% 9 sec 21 sec (UT Grant St N) A B 22 m 26 m 7m 16 m
Earthworks
Weekend – PM Peak
2022 Survey 32% 8 sec 19 sec (UT Grant St N) A B 17 m 17 m 3m 14 m
2025 Base 33% 8 sec 20 sec (UT Grant St N) A B 18 m 18 m 3m 15 m
2025 Base + 33% 8 sec 20 sec (UT Grant St N) A B 18 m 18 m 3m 15 m
Earthworks
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement; N – North, S – South, E –
East, W - West
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2025 assessment
year, with Earthworks traffic included, with a worst-case DoS 43% (less than 85% - practical capacity limit of
roundabout) and an overall LoS A. The addition of the Earthworks traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and at most an increase in queuing of
1 m (less than one vehicle length - approx. 6.0m).
Based on this assessment, the proposed Bulk Earthworks traffic generation is considered to have negligible
impact on the operations of the Grant Street / Noosa Drive / Sunshine Beach Road roundabout intersection.
Analysis of Grant Street / Banksia Avenue
Ultimately, access to the subject development will be achieved with the addition of a fourth (western) leg to
the existing Grant Street / Banksia Avenue roundabout intersection.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 15
However, during Bulk Earthworks this access will not be in place and haulage vehicles will gain access to the subject site at three (3) proposed temporary access locations as highlighted in Figure 3-4 from Avada Traffic’s Traffic Management Plan (TMP). All haulage traffic will be turning between the Grant Street eastern and Banksia Avenue northern approaches - intersection will remain as per the existing arrangement. Figure 3-4: Earthworks Access Points Source: Avada Traffic TMP The SIDRA layout for the Grant Street / Banksia Avenue roundabout intersection is shown in Figure 3-5. Figure 3-5: Grant Street / Banksia Avenue SIDRA Layout Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
Page 16
The results of the SIDRA analysis for the 2025 Base + Earthworks scenarios (both weekdays and weekend)
are summarised in Table 3-4. Detailed SIDRA output data is also included in Attachment C – SIDRA Outputs.
Table 3-4: Summary of SIDRA Outputs (Grant Street / Banksia Avenue Roundabout)
Scenario DoS Average Delay LoS 95th Percentile Critical Queue
(m)
Overall Worst Movement Overall Worst Banksia Grant Banksia
Movement Ave (S) Street Ave (N)
(E)
Weekday - AM Peak Hour
2022 Survey 5% 6 sec 9 sec (UT Banksia Ave N) A A <1m 1m 2m
2025 Base 5% 6 sec 9 sec (UT Banksia Ave N) A A <1m 2m 2m
2025 Base + 5% 7 sec 9 sec (UT Banksia Ave N) A A <1m 2m 2m
Earthworks
Weekday - PM Peak Hour
2022 Survey 4% 7 sec 9 sec (UT Grant St N) A A <1m 2m 1m
2025 Base 4% 7 sec 9 sec (UT Grant St N) A A <1m 2m 2m
2025 Base + 5% 7 sec 9 sec (UT Grant St N) A A <1m 2m 2m
Earthworks
Weekend – PM Peak
2022 Survey 4% 7 sec 9 sec (UT Banksia Ave N) A A <1m 2m 2m
2025 Base 5% 7 sec 9 sec (UT Banksia Ave N) A A <1m 2m 2m
2025 Base + 5% 7 sec 9 sec (UT Banksia Ave N) A A <1m 2m 2m
Earthworks
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement; N – North, S – South, E –
East, W – West
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2025 assessment
year, with Earthworks traffic included, with a worst-case DoS 5% (less than 85%, practical capacity limit of
roundabout) and an overall LoS A. The addition of the earthworks traffic has negligible impact to key
intersection operational metrics, with no significant change to average intersection delay and queuing.
Based on this assessment, the proposed Bulk Earthworks traffic generation is considered to have no adverse
impact on the operations of this roundabout intersection.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 17
Summary
The traffic engineering aspects of the Bulk Earthworks traffic impact assessment are considered to
adequately address the transport-related Requests for Information from Council. The following summary is
provided:
Daily haulage of 150 trucks (75 loaded / 75 unloaded) with maximum peak hour movements of up to
10 vehicles per hour (vph) IN and 10 vph OUT during weekday AM / PM or weekend peaks.
Pavement impact assessment noted rehabilitation costs of up to $3,145.
Recommendation for minor potholes to be repaired on the local roads Serenity Close to Grant Street
that appear during the haulage period.
Dilapidation report between site and the Grant Street / Noosa Drive roundabout and the as well as
the key intersection of Weyba Road / Mary Street / Reef Street roundabout, to identify potential
road infrastructure impacts (e.g. broken kerbs) that may have occurred during the haulage period.
Operations (queuing / delay) on local road intersections will not be adversely impacted by haulage
truck movements.
Road Safety Audit will be provided separately.
Overall, Colliers see no traffic engineering reason why the relevant approvals cannot be granted.
If you have any queries relating to the information provided herein, please contact myself or Darryl Watkins
on (07) 3327 9500.
Yours sincerely,
Ashley Schalken
Project Consultant – Traffic
Colliers International Engineering & Design (TTMC) Pty Ltd
Reviewed by,
Darryl Watkins
Associate Director | RPEQ # 23854
Colliers International Engineering & Design (TTMC) Pty Ltd
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 18
Attachment A — Survey Data Site 1 — Weyba Road/ Reed Street Weekday (Thursday) —- AM Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS Degree of Average Level of % BACK OF QUEUE Proportion Effective Average Average Mov ID Turn Total HV Total HV Saturation Delay Service Vehicles Distance Queued Stop Rate Number of Speed veh/h veh/h veh/h % vic sec veh m km/h per veh Cycles km/h South: Reef Street 1 L2 247 4 269 1.6 0.599 16.5 LOS B 5.3 37.6 0.97 0.95 1.28 46.6 2 1 232 7 253 3.0 0.888 32.5 LOS C 16.4 116.9 1.00 1.41 2.21 38.1 3b R3 232 4 253 1.7 0.888 40.4 LOS D 16.4 116.9 1.00 1.41 2.21 37.5 3u U 4 0 4 0.0 0.888 41.4 LOS D 16.4 116.9 1.00 1.41 2.21 37.5 Approach 715 15 780 2.1 0.888 29.6 LOS C 16.4 116.9 0.99 1.25 1.89 40.3 SouthEast: Weyba Road 21b L3 301 13 328 4.3 0.200 3.2 LOS A 0.0 0.0 0.00 0.45 0.00 55.7 21a L1 457 13 498 2.8 0.798 14.3 LOS B 11.8 84.8 1.00 1.01 1.51 47.7 23a R1 125 4 136 3.2 0.798 20.1 LOS C 11.8 84.8 1.00 1.01 1.51 46.8 23u U 3 0 3 0.0 0.798 23.6 LOS C 11.8 84.8 1.00 1.01 1.51 46.9 Approach 886 30 966 3.4 0.798 11.3 LOS B 11.8 84.8 0.66 0.82 1.00 50.0 North: Weyba Road Ta L1 93 4 101 4.3 0.368 14.8 LOS B 1.7 12.2 0.78 0.89 0.89 48.1 8 1 210 7 229 3.3 0.694 14.2 LOS B 5.5 39.4 0.90 1.02 1.30 47.2 9 R2 112 3 122 2.7 0.694 20.2 LOS C 5.5 39.4 0.90 1.02 1.30 46.5 9u U 6 0 7 0.0 0.694 22.4 LOS C 5.5 39.4 0.90 1.02 1.30 46.5 Approach 421 14 459 3.3 0.694 16.0 LOS B 5.5 39.4 0.87 0.99 1.21 47.2 West: Mary Street 10 L2 145 5 158 3.4 0.583 13.3 LOS B 5.1 36.8 0.92 0.90 1.17 47.1 12a R1 495 16 540 3.2 0.799 22.4 LOS C 11.3 81.8 0.98 1.05 1.51 43.5 12 R2 108 6 118 5.6 0.799 25.5 LOS C 11.3 81.8 1.00 1.12 1.65 42.3 12u U 19 1 21 5.3 0.799 27.9 LOS C 11.3 81.8 1.00 1.12 1.65 42.3 Approach 767 28 836 3.7 0.799 21.3 LOS C 11.3 81.8 0.97 1.04 1.47 43.9 All Vehicles 2789 87 3041 3.1 0.888 19.5 LOS B 16.4 116.9 0.86 1.02 1.39 45.1 18
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Weekday (Thursday) — PM Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS Degree of Average % BACK OF QUEUE Proportion —_ Effective Average Average Mov ID Turn Total HV Total HV Saturation Delay we Vehicles Distance Queued StopRate Numberof Speed veh/h veh/h veh/h % vic sec veh m km/h per veh Cycles km/h South: Reef Street 1 L2 282 3 283 1.1 0.576 14.7 LOS B 5.0 35.4 0.94 0.92 1.22 47.7 2 11 253 5 254 2.0 0.831 23.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.7 3b R3 255 5 256 2.0 0.831 31.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.0 3u U 2 0 2 0.0 0.831 32.7 LOS C 13.0 92.7 1.00 1.23 1.85 41.1 Approach 792 13 796 1.6 0.831 23.1 LOS C 13.0 92.7 0.98 1.12 1.63 43.3 SouthEast: Weyba Road 21b L3 330 8 332 2.4 0.200 3.1 LOS A 0.0 0.0 0.00 0.45 0.00 55.8 21a L1 466 8 468 1.7 0.787 16.2 LOS B 11.2 79.1 1.00 1.06 1.59 46.7 23a R1 102 0 103 0.0 0.787 21.9 LOS C 11.2 79.1 1.00 1.06 1.59 45.9 23u U 4 0 4 0.0 0.787 25.5 LOS C 11.2 79.1 1.00 1.06 1.59 45.9 Approach 902 16 907 1.8 0.787 12.1 LOS B 11.2 79.1 0.63 0.84 1.01 49.5 North: Weyba Road Ta L1 94 0 94 0.0 0.368 15.6 LOS B 1.7 11.6 0.79 0.90 0.90 47.5 8 11 233 7 234 3.0 0.755 16.5 LOS B 6.8 48.1 0.93 1.08 1.46 45.8 9 R2 150 0 151 0.0 0.755 22.3 LOS C 6.8 48.1 0.93 1.08 1.46 45.2 Qu U 9 0 9 0.0 0.755 24.7 LOS C 6.8 48.1 0.93 1.08 1.46 45.2 Approach 486 7 488 1.4 0.755 18.3 LOS B 6.8 48.1 0.90 1.04 1.35 45.9 West: Mary Street 10 L2 196 0 197 0.0 0.577 12.3 LOS B 5.1 36.0 0.91 0.88 1.13 48.0 12a R1 463 5 465 1.1 0.792 21.0 LOS C 11.2 79.2 0.97 1.02 1.45 44.3 12 R2 191 1 192 0.5 0.792 23.7 LOS C 11.2 79.2 1.00 1.08 1.59 43.1 12u U 25 0 25 0.0 0.792 26.1 LOS C 11.2 79.2 1.00 1.08 1.59 43.1 Approach 875 6 879 0.7 0.792 19.8 LOS B 11.2 79.2 0.97 1.00 1.41 44.8 All Vehicles 3055 42 3070 1.4 0.831 18.1 LOS B 13.0 92.7 0.86 0.99 1.34 45.8
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Weekend (Saturday) — AM Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS Degree of Average % BACK OF QUEUE Proportion _ Effective Average Average Mov ID Turn Total HV Total HV Saturation _Delay vei Of Vehicles Distance Queued Stop Rate Number of Speed veh/h veh/h veh/h % vic sec veh m km/h per veh Cycles km/h South: Reef Street 1 L2 197 0 199 0.0 0.411 11.1 LOS B 2.7 19.0 0.84 0.80 0.91 50.0 2 T1 272 3 275 1.1 0.769 16.5 LOS B 10.5 74.2 1.00 1.06 1.57 45.3 3b R3 264 2 267 0.8 0.769 24.5 LOS C 10.5 74.2 1.00 1.06 1.57 44.5 3u U iS 0 3 0.0 0.769 25.5 LOS C 10.5 74.2 1.00 1.06 1.57 44.5 Approach 736 5 745 0.7 0.769 17.9 LOS B 10.5 74.2 0.96 0.99 1.39 46.1 SouthEast: Weyba Road 21b L3 261 4 264 1.5 0.158 3.1 LOSA 0.0 0.0 0.00 0.45 0.00 55.8 21a L1 400 4 405 1.0 0.612 8.0 LOSA 5.9 42.0 0.83 0.76 0.99 51.8 23a R1 120 1 121 0.8 0.612 13.7 LOS B 5.9 42.0 0.83 0.76 0.99 50.8 23u U 1 0 1 0.0 0.612 17.4 LOS B 5.9 42.0 0.83 0.76 0.99 50.8 Approach 782 9 791 1.2 0.612 7.2 LOSA 5.9 42.0 0.55 0.65 0.66 52.9 North: Weyba Road 7a L1 125 0 127 0.0 0.307 9.9 LOSA 1.4 10.1 0.74 0.79 0.75 51.3 T1 163 2 165 1.2 0.528 10.2 LOS B 3.5 24.7 0.82 0.89 1.00 49.4 R2 132 1 134 0.8 0.528 16.2 LOS B 3.5 24.7 0.82 0.89 1.00 48.6 9u U 4 0 4 0.0 0.528 18.6 LOS B 3.5 24.7 0.82 0.89 1.00 48.6 Approach 424 3 429 0.7 0.528 12.0 LOS B 3.5 24.7 0.79 0.86 0.93 49.7 West: Mary Street 10 L2 180 2 182 1.1 0.526 12.0 LOS B 4.3 30.5 0.90 0.86 1.08 48.3 12a R1 423 1 428 0.2 0.722 19.4 LOS B 8.7 61.2 0.98 0.96 1.35 45.1 12 R2 139 2 141 1.4 0.722 21.5 LOS C 8.7 61.2 1.00 0.99 1.44 44.3 12u U 10 0 10 0.0 0.722 23.9 LOS C 8.7 61.2 1.00 0.99 1.44 44.3 Approach 752 5 761 0.7 0.722 18.1 LOS B 8.7 61.2 0.96 0.94 1.30 45.6 All Vehicles 2694 22 2727 0.8 0.769 14.0 LOS B 10.5 74.2 0.82 0.86 1.08 48.3
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(Ory lite Site 2 — Noosa Drive/ Coral Tree Avenue Weekday (Friday) Coral Tree Ave Noosa Dr Noosa Dr Intersection Totals : urn ‘tall Light ‘otal Light otallVehicles | EB [WB 1 [0 0 0 1 0 0 0 0 ~ urn = otal Light otal Light otal Vehicles otal Light otal Light Total Vehicles | Light Vehicles [Heavy Vehicles| Total Vehicles 20 2 2 24 E 0 24] 0 E 0 31 6 38 39 AM TOTAL AM TOTAL AM TOTAL AM TOTAL 1993 AM TOTAL PM TOTAL PM TOTAL PM TOTAL PM TOTAL PM TOTAL Weekend (Saturday) Coral Tree Ave Noosa Dr Noosa Dr Intersection Totals Vehicles: ota! Total Vehicles Vehicles Vehicles Total Vehicles 137 i 94 15 E E 103 Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122
Page 22
Colliers Site 3 — Grant Street/ Noosa Drive/ Sunshine Beach Road Weekday (Friday) Intersection Totals Grant St ‘Sunshine Beach Rd Vehicles Weekend (Saturday) Grant St ‘Sunshine Beach Rd Intersection Totals Vehicles Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122
Page 23
Site 4- Grant Street/ Banksia Avenue Weekday (Friday) Banksia Ave jovement ~ e Light ‘otal Light otal Light 06:30 - 06:45 | 5 5 0 0 0 07:15- 07:30 | 4 07:30 - 07:45 08:15 - 08:30 16:00 - 16:15 17:00 - 17:15 17:45 - 18:00 Weekend (Saturday) Banksia Ave jovement ~ e ‘otal Light otal Light 10:00 - 10:15 16} 0 0 0 11:15 - 11:30 12:00 - 12:15 12:15 - 12:30 13:00 - 13:15 13:15 - 13:30 urn ‘otal| Vehicles 0 5 urn ‘otal| Vehicles C} 16 Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122 ment ie 06:30 - 06:45 07:15 - 07:30 07:30 - 07:45 08:15 - 08:30 16:00 - 16:15 17:00 - 17:15 17:45 - 18:00 ment ie 10:00 - 10:15 11:15 - 11:30 12:00 - 12:15 12:15 - 12:30 13:00 - 13:15 13:15 - 13:30 Peak Hr: otal] Light o ‘otal Light 0 1 0 Banksia Ave 1 Banksia Ave 0 otal Light 0 otal Light 0 urn ‘otall Vehicles 0 1 08:15 - 08:30 17:00 - 17:15 17:45 - 18:00 ae urn ment ‘otall Vehicles ie C} 0 10:00 - 10:15 13:00 - 13:15 13:15 - 13:30 t Light 0 ‘otal Light o otal] Light 0 5 5 3 9 8 Grant St ota 6 5 5 3 Grant St otal Light t 5 urn ‘otallVehicles | NB [SB 5 11 0 5 urn ‘otallVehicles | NB [SB 5 13 0 0 ae e (15m: 06:30 - 06:45 07:15 - 07:30 07:30 - 07:45 08:15 - 08:30 09:00 - 09:15 AM Peak 15:15 - 15:30 16:00 - 16:15 17:00 - 17:15 17:45 - 18:00 ae e (15m: 10:00 - 10:15 10:15 - 10:30 11:00 - 11:15 11:15 - 11:30 12:00 - 12:15 12:15 - 12:30 13:00 - 13:15 13:15 - 13:30 Intersection Totals Total Vehicles | Light Vehicles [Heavy Vehicles 7 16 1 5 8 21 Intersection Totals Total Vehicles | Light Vehicles Heavy Vehicles 29 0 27 0 e 06:30 - 07:30 07:15 - 08:15 07:30 - 08:30 08:15 - 09:15 09:00 - 10:00 AM Peak 15:15 - 16:15 16:00 - 17:00 17:00 - 18:00 17:45 - 18:45 e 10:00 - 11:00 10:15 - 11:15 11:00 - 12: 11:15 - 12:15 12:00 - 13:00 12:15 - 13:15 13:00 - 14:00 13:15 - 14:15 TOTAL Peak Hr: Colliers Total Vehicles 53 Total Vehicles 108 112
Page 24
Attachment B – Network Diagrams 2022 Survey Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex 24 Reference: 22BRT0122
Page 25
2025 Base Year Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
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2025 Base + Earthworks Traffic Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
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Attachment C – SIDRA Outputs Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex 27 Reference: 22BRT0122
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SITE LAYOUT Site: 101 [1_Noosa Dr_Coral Tree Ave - Existing 2022 AM Peak (Weekday) (Site Folder: Site 1)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Created: Wednesday, 16 July 2025 2:56:38 PM Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 29
MOVEMENT SUMMARY
Site: 101 [1_Noosa Dr_Coral Tree Ave - Existing 2022 AM
Peak (Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 378 2.2 378 2.2 0.297 4.0 LOS A 2.5 18.1 0.17 0.43 0.17 51.5
6 R2 All MCs 20 5.3 20 5.3 0.297 9.1 LOS A 2.5 18.1 0.17 0.43 0.17 44.0
6u U All MCs 71 4.5 71 4.5 0.297 11.3 LOS B 2.5 18.1 0.17 0.43 0.17 44.1
Approach 468 2.7 468 2.7 0.297 5.3 LOS A 2.5 18.1 0.17 0.43 0.17 50.5
North: Coral Tree Ave (N)
7 L2 All MCs 17 6.3 17 6.3 0.044 6.6 LOS A 0.3 1.8 0.60 0.65 0.60 40.5
9 R2 All MCs 22 4.8 22 4.8 0.044 11.8 LOS B 0.3 1.8 0.60 0.65 0.60 47.0
Approach 39 5.4 39 5.4 0.044 9.5 LOS A 0.3 1.8 0.60 0.65 0.60 44.8
West: Noosa Drive (W)
10 L2 All MCs 9 22.2 9 22.2 0.321 4.7 LOS A 2.4 17.5 0.35 0.40 0.35 49.1
11 T1 All MCs 426 3.0 426 3.0 0.321 4.5 LOS A 2.4 17.5 0.35 0.40 0.35 51.3
12u U All MCs 1 100. 1 100. 0.321 13.7 LOS B 2.4 17.5 0.35 0.40 0.35 49.5
0 0
Approach 437 3.6 437 3.6 0.321 4.6 LOS A 2.4 17.5 0.35 0.40 0.35 51.2
All Vehicles 944 3.2 944 3.2 0.321 5.1 LOS A 2.5 18.1 0.27 0.43 0.27 50.6
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:20 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 30
MOVEMENT SUMMARY
Site: 101 [2_Noosa Dr_Coral Tree Ave - Base 2025 AM Peak
(Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 392 2.2 392 2.2 0.309 4.0 LOS A 2.7 19.1 0.18 0.43 0.18 51.5
6 R2 All MCs 21 5.3 21 5.3 0.309 9.1 LOS A 2.7 19.1 0.18 0.43 0.18 44.0
6u U All MCs 73 4.5 73 4.5 0.309 11.3 LOS B 2.7 19.1 0.18 0.43 0.18 44.1
Approach 485 2.7 485 2.7 0.309 5.3 LOS A 2.7 19.1 0.18 0.43 0.18 50.5
North: Coral Tree Ave (N)
7 L2 All MCs 18 6.3 18 6.3 0.047 6.7 LOS A 0.3 2.0 0.62 0.66 0.62 40.4
9 R2 All MCs 23 4.8 23 4.8 0.047 11.9 LOS B 0.3 2.0 0.62 0.66 0.62 46.9
Approach 41 5.4 41 5.4 0.047 9.7 LOS A 0.3 2.0 0.62 0.66 0.62 44.7
West: Noosa Drive (W)
10 L2 All MCs 9 22.2 9 22.2 0.333 4.7 LOS A 2.6 18.4 0.36 0.40 0.36 49.1
11 T1 All MCs 442 3.0 442 3.0 0.333 4.6 LOS A 2.6 18.4 0.36 0.40 0.36 51.2
12u U All MCs 1 100. 1 100. 0.333 13.7 LOS B 2.6 18.4 0.36 0.40 0.36 49.5
0 0
Approach 453 3.6 453 3.6 0.333 4.6 LOS A 2.6 18.4 0.36 0.40 0.36 51.2
All Vehicles 979 3.2 979 3.2 0.333 5.2 LOS A 2.7 19.1 0.28 0.43 0.28 50.6
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:21 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 31
MOVEMENT SUMMARY
Site: 101 [4_Noosa Dr_Coral Tree Ave - Base+dev OP 2025
AM Peak (Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 402 2.2 402 2.2 0.315 4.0 LOS A 2.7 19.7 0.18 0.43 0.18 51.5
6 R2 All MCs 21 5.3 21 5.3 0.315 9.1 LOS A 2.7 19.7 0.18 0.43 0.18 44.0
6u U All MCs 73 4.5 73 4.5 0.315 11.3 LOS B 2.7 19.7 0.18 0.43 0.18 44.1
Approach 496 2.7 496 2.7 0.315 5.3 LOS A 2.7 19.7 0.18 0.43 0.18 50.5
North: Coral Tree Ave (N)
7 L2 All MCs 18 6.3 18 6.3 0.048 6.8 LOS A 0.3 2.0 0.62 0.66 0.62 40.3
9 R2 All MCs 23 4.8 23 4.8 0.048 12.0 LOS B 0.3 2.0 0.62 0.66 0.62 46.8
Approach 41 5.4 41 5.4 0.048 9.7 LOS A 0.3 2.0 0.62 0.66 0.62 44.6
West: Noosa Drive (W)
10 L2 All MCs 9 22.2 9 22.2 0.341 4.7 LOS A 2.6 19.0 0.36 0.40 0.36 49.0
11 T1 All MCs 453 3.0 453 3.0 0.341 4.6 LOS A 2.6 19.0 0.36 0.40 0.36 51.2
12u U All MCs 1 100. 1 100. 0.341 13.7 LOS B 2.6 19.0 0.36 0.40 0.36 49.5
0 0
Approach 463 3.6 463 3.6 0.341 4.6 LOS A 2.6 19.0 0.36 0.40 0.36 51.1
All Vehicles 1000 3.2 1000 3.2 0.341 5.2 LOS A 2.7 19.7 0.28 0.43 0.28 50.6
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:21 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 32
MOVEMENT SUMMARY
Site: 101 [6_Noosa Dr_Coral Tree Ave - Existing 2022 PM
Peak (Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 585 1.4 585 1.4 0.418 3.9 LOS A 4.1 29.1 0.11 0.43 0.11 51.9
6 R2 All MCs 16 0.0 16 0.0 0.418 9.0 LOS A 4.1 29.1 0.11 0.43 0.11 45.3
6u U All MCs 108 0.0 108 0.0 0.418 11.2 LOS B 4.1 29.1 0.11 0.43 0.11 45.3
Approach 709 1.2 709 1.2 0.418 5.1 LOS A 4.1 29.1 0.11 0.43 0.11 51.1
North: Coral Tree Ave (N)
7 L2 All MCs 13 16.7 13 16.7 0.024 7.1 LOS A 0.1 1.0 0.62 0.62 0.62 39.8
9 R2 All MCs 7 0.0 7 0.0 0.024 11.7 LOS B 0.1 1.0 0.62 0.62 0.62 47.6
Approach 20 10.5 20 10.5 0.024 8.8 LOS A 0.1 1.0 0.62 0.62 0.62 43.4
West: Noosa Drive (W)
10 L2 All MCs 17 0.0 17 0.0 0.335 4.5 LOS A 2.5 17.7 0.40 0.42 0.40 50.8
11 T1 All MCs 423 1.5 423 1.5 0.335 4.8 LOS A 2.5 17.7 0.40 0.42 0.40 51.1
12u U All MCs 2 0.0 2 0.0 0.335 12.0 LOS B 2.5 17.7 0.40 0.42 0.40 52.7
Approach 442 1.4 442 1.4 0.335 4.8 LOS A 2.5 17.7 0.40 0.42 0.40 51.1
All Vehicles 1172 1.4 1172 1.4 0.418 5.1 LOS A 4.1 29.1 0.23 0.43 0.23 51.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:22 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 33
MOVEMENT SUMMARY
Site: 101 [7_Noosa Dr_Coral Tree Ave - Base 2025 PM Peak
(Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 606 1.4 606 1.4 0.433 3.9 LOS A 4.4 30.9 0.11 0.43 0.11 51.9
6 R2 All MCs 17 0.0 17 0.0 0.433 9.0 LOS A 4.4 30.9 0.11 0.43 0.11 45.2
6u U All MCs 113 0.0 113 0.0 0.433 11.2 LOS B 4.4 30.9 0.11 0.43 0.11 45.2
Approach 736 1.2 736 1.2 0.433 5.1 LOS A 4.4 30.9 0.11 0.43 0.11 51.1
North: Coral Tree Ave (N)
7 L2 All MCs 13 16.7 13 16.7 0.025 7.3 LOS A 0.1 1.1 0.63 0.63 0.63 39.6
9 R2 All MCs 7 0.0 7 0.0 0.025 11.9 LOS B 0.1 1.1 0.63 0.63 0.63 47.4
Approach 20 10.5 20 10.5 0.025 9.0 LOS A 0.1 1.1 0.63 0.63 0.63 43.3
West: Noosa Drive (W)
10 L2 All MCs 18 0.0 18 0.0 0.350 4.6 LOS A 2.6 18.7 0.41 0.43 0.41 50.7
11 T1 All MCs 439 1.5 439 1.5 0.350 4.8 LOS A 2.6 18.7 0.41 0.43 0.41 51.0
12u U All MCs 2 0.0 2 0.0 0.350 12.1 LOS B 2.6 18.7 0.41 0.43 0.41 52.7
Approach 459 1.4 459 1.4 0.350 4.9 LOS A 2.6 18.7 0.41 0.43 0.41 51.0
All Vehicles 1215 1.4 1215 1.4 0.433 5.1 LOS A 4.4 30.9 0.24 0.43 0.24 50.9
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:23 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 34
MOVEMENT SUMMARY
Site: 101 [9_Noosa Dr_Coral Tree Ave - Base+dev OP 2025
PM Peak (Weekday) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 617 1.4 617 1.4 0.439 3.9 LOS A 4.5 31.7 0.11 0.43 0.11 51.9
6 R2 All MCs 17 0.0 17 0.0 0.439 9.0 LOS A 4.5 31.7 0.11 0.43 0.11 45.2
6u U All MCs 113 0.0 113 0.0 0.439 11.2 LOS B 4.5 31.7 0.11 0.43 0.11 45.2
Approach 746 1.2 746 1.2 0.439 5.1 LOS A 4.5 31.7 0.11 0.43 0.11 51.1
North: Coral Tree Ave (N)
7 L2 All MCs 13 16.7 13 16.7 0.025 7.4 LOS A 0.1 1.1 0.64 0.63 0.64 39.5
9 R2 All MCs 7 0.0 7 0.0 0.025 12.0 LOS B 0.1 1.1 0.64 0.63 0.64 47.4
Approach 20 10.5 20 10.5 0.025 9.0 LOS A 0.1 1.1 0.64 0.63 0.64 43.2
West: Noosa Drive (W)
10 L2 All MCs 18 0.0 18 0.0 0.358 4.6 LOS A 2.7 19.3 0.42 0.43 0.42 50.7
11 T1 All MCs 449 1.5 449 1.5 0.358 4.8 LOS A 2.7 19.3 0.42 0.43 0.42 51.0
12u U All MCs 2 0.0 2 0.0 0.358 12.1 LOS B 2.7 19.3 0.42 0.43 0.42 52.7
Approach 469 1.4 469 1.4 0.358 4.9 LOS A 2.7 19.3 0.42 0.43 0.42 51.0
All Vehicles 1236 1.4 1236 1.4 0.439 5.1 LOS A 4.5 31.7 0.24 0.43 0.24 51.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:23 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 35
MOVEMENT SUMMARY
Site: 101 [11_Noosa Dr_Coral Tree Ave - Existing 2022 PM
Peak (Weekend) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 479 1.3 479 1.3 0.342 3.9 LOS A 3.1 22.3 0.10 0.43 0.10 52.0
6 R2 All MCs 12 0.0 12 0.0 0.342 9.0 LOS A 3.1 22.3 0.10 0.43 0.10 45.4
6u U All MCs 85 2.5 85 2.5 0.342 11.2 LOS B 3.1 22.3 0.10 0.43 0.10 45.0
Approach 576 1.5 576 1.5 0.342 5.1 LOS A 3.1 22.3 0.10 0.43 0.10 51.2
North: Coral Tree Ave (N)
7 L2 All MCs 15 0.0 15 0.0 0.028 7.1 LOS A 0.2 1.2 0.67 0.64 0.67 41.4
9 R2 All MCs 8 0.0 8 0.0 0.028 12.4 LOS B 0.2 1.2 0.67 0.64 0.67 47.4
Approach 23 0.0 23 0.0 0.028 9.1 LOS A 0.2 1.2 0.67 0.64 0.67 44.3
West: Noosa Drive (W)
10 L2 All MCs 15 0.0 15 0.0 0.398 4.4 LOS A 3.2 22.7 0.38 0.40 0.38 51.0
11 T1 All MCs 538 0.8 538 0.8 0.398 4.6 LOS A 3.2 22.7 0.38 0.40 0.38 51.3
12u U All MCs 1 0.0 1 0.0 0.398 11.9 LOS B 3.2 22.7 0.38 0.40 0.38 52.9
Approach 554 0.8 554 0.8 0.398 4.6 LOS A 3.2 22.7 0.38 0.40 0.38 51.3
All Vehicles 1153 1.1 1153 1.1 0.398 4.9 LOS A 3.2 22.7 0.25 0.42 0.25 51.1
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:25 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 36
MOVEMENT SUMMARY
Site: 101 [12_Noosa Dr_Coral Tree Ave - Base 2025 PM Peak
(Weekend) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 497 1.3 497 1.3 0.354 3.9 LOS A 3.3 23.5 0.11 0.43 0.11 52.0
6 R2 All MCs 12 0.0 12 0.0 0.354 9.0 LOS A 3.3 23.5 0.11 0.43 0.11 45.4
6u U All MCs 88 2.5 88 2.5 0.354 11.2 LOS B 3.3 23.5 0.11 0.43 0.11 45.0
Approach 597 1.5 597 1.5 0.354 5.1 LOS A 3.3 23.5 0.11 0.43 0.11 51.2
North: Coral Tree Ave (N)
7 L2 All MCs 16 0.0 16 0.0 0.030 7.3 LOS A 0.2 1.3 0.68 0.65 0.68 41.2
9 R2 All MCs 8 0.0 8 0.0 0.030 12.6 LOS B 0.2 1.3 0.68 0.65 0.68 47.3
Approach 24 0.0 24 0.0 0.030 9.2 LOS A 0.2 1.3 0.68 0.65 0.68 44.0
West: Noosa Drive (W)
10 L2 All MCs 16 0.0 16 0.0 0.414 4.4 LOS A 3.4 24.1 0.39 0.41 0.39 50.9
11 T1 All MCs 558 0.8 558 0.8 0.414 4.7 LOS A 3.4 24.1 0.39 0.41 0.39 51.2
12u U All MCs 1 0.0 1 0.0 0.414 11.9 LOS B 3.4 24.1 0.39 0.41 0.39 52.8
Approach 575 0.8 575 0.8 0.414 4.7 LOS A 3.4 24.1 0.39 0.41 0.39 51.2
All Vehicles 1196 1.1 1196 1.1 0.414 5.0 LOS A 3.4 24.1 0.25 0.42 0.25 51.1
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:25 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 37
MOVEMENT SUMMARY
Site: 101 [14_Noosa Dr_Coral Tree Ave - Base+dev OP 2025
PM Peak (Weekend) (Site Folder: Site 1)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
East: Noosa Drive (E)
5 T1 All MCs 507 1.3 507 1.3 0.360 3.9 LOS A 3.4 24.2 0.11 0.43 0.11 52.0
6 R2 All MCs 12 0.0 12 0.0 0.360 9.0 LOS A 3.4 24.2 0.11 0.43 0.11 45.4
6u U All MCs 88 2.5 88 2.5 0.360 11.2 LOS B 3.4 24.2 0.11 0.43 0.11 45.0
Approach 607 1.5 607 1.5 0.360 5.0 LOS A 3.4 24.2 0.11 0.43 0.11 51.2
North: Coral Tree Ave (N)
7 L2 All MCs 16 0.0 16 0.0 0.030 7.4 LOS A 0.2 1.3 0.69 0.65 0.69 41.1
9 R2 All MCs 8 0.0 8 0.0 0.030 12.7 LOS B 0.2 1.3 0.69 0.65 0.69 47.3
Approach 24 0.0 24 0.0 0.030 9.3 LOS A 0.2 1.3 0.69 0.65 0.69 43.9
West: Noosa Drive (W)
10 L2 All MCs 16 0.0 16 0.0 0.422 4.4 LOS A 3.5 24.7 0.39 0.41 0.39 50.9
11 T1 All MCs 568 0.8 568 0.8 0.422 4.7 LOS A 3.5 24.7 0.39 0.41 0.39 51.2
12u U All MCs 1 0.0 1 0.0 0.422 11.9 LOS B 3.5 24.7 0.39 0.41 0.39 52.8
Approach 585 0.8 585 0.8 0.422 4.7 LOS A 3.5 24.7 0.39 0.41 0.39 51.2
All Vehicles 1217 1.1 1217 1.1 0.422 4.9 LOS A 3.5 24.7 0.26 0.42 0.26 51.1
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:26 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 38
SITE LAYOUT Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022 AM Peak (Weekday) (Site Folder: Site 2)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Created: Wednesday, 16 July 2025 2:58:29 PM Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 39
MOVEMENT SUMMARY
Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
AM Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 187 6.2 187 6.2 0.212 6.5 LOS A 1.3 9.8 0.60 0.59 0.60 49.6
2 T1 All MCs 9 0.0 9 0.0 0.212 6.3 LOS A 1.3 9.8 0.60 0.59 0.60 53.4
3 R2 All MCs 318 4.6 318 4.6 0.304 11.0 LOS B 2.2 15.8 0.61 0.65 0.61 48.9
3u U All MCs 51 2.1 51 2.1 0.304 13.1 LOS B 2.2 15.8 0.61 0.65 0.61 49.0
Approach 565 4.8 565 4.8 0.304 9.6 LOS A 2.2 15.8 0.61 0.63 0.61 49.1
East: Noosa Drive (E)
4 L2 All MCs 226 5.1 226 5.1 0.231 6.4 LOS A 1.6 11.5 0.63 0.59 0.63 52.8
5 T1 All MCs 219 2.9 219 2.9 0.199 5.8 LOS A 1.4 10.0 0.60 0.54 0.60 49.4
6 R2 All MCs 7 0.0 7 0.0 0.199 10.8 LOS B 1.4 10.0 0.60 0.54 0.60 51.6
6u U All MCs 13 0.0 13 0.0 0.199 13.0 LOS B 1.4 10.0 0.60 0.54 0.60 51.6
Approach 465 3.8 465 3.8 0.231 6.4 LOS A 1.6 11.5 0.61 0.56 0.61 51.4
North: Grant Street (N)
7 L2 All MCs 3 0.0 3 0.0 0.120 10.8 LOS B 0.8 5.7 0.84 0.75 0.84 48.1
8 T1 All MCs 26 0.0 26 0.0 0.120 11.0 LOS B 0.8 5.7 0.84 0.75 0.84 48.4
9 R2 All MCs 43 0.0 43 0.0 0.120 16.1 LOS B 0.8 5.7 0.84 0.75 0.84 43.7
9u U All MCs 1 0.0 1 0.0 0.120 18.3 LOS B 0.8 5.7 0.84 0.75 0.84 47.6
Approach 74 0.0 74 0.0 0.120 14.1 LOS B 0.8 5.7 0.84 0.75 0.84 45.9
West: Noosa Drive (W)
10 L2 All MCs 28 0.0 28 0.0 0.225 5.7 LOS A 1.6 11.3 0.61 0.55 0.61 49.4
11 T1 All MCs 238 3.5 238 3.5 0.225 5.8 LOS A 1.6 11.3 0.61 0.55 0.61 49.9
12 R2 All MCs 155 2.7 155 2.7 0.250 11.5 LOS B 1.7 12.0 0.64 0.68 0.64 44.9
12u U All MCs 89 2.4 89 2.4 0.250 13.6 LOS B 1.7 12.0 0.64 0.68 0.64 37.7
Approach 511 2.9 511 2.9 0.250 8.9 LOS A 1.7 12.0 0.63 0.61 0.63 46.5
All Vehicles 1615 3.7 1615 3.7 0.304 8.7 LOS A 2.2 15.8 0.63 0.61 0.63 48.9
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:27 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 40
MOVEMENT SUMMARY
Site: 101 [2_Grant St_Noosa Dr_Sunshine Rd - Base 2025 AM
Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 194 6.2 194 6.2 0.222 6.6 LOS A 1.4 10.3 0.62 0.60 0.62 49.6
2 T1 All MCs 9 0.0 9 0.0 0.222 6.4 LOS A 1.4 10.3 0.62 0.60 0.62 53.3
3 R2 All MCs 329 4.6 329 4.6 0.318 11.1 LOS B 2.3 16.8 0.63 0.65 0.63 48.8
3u U All MCs 53 2.1 53 2.1 0.318 13.2 LOS B 2.3 16.8 0.63 0.65 0.63 48.9
Approach 585 4.8 585 4.8 0.318 9.7 LOS A 2.3 16.8 0.63 0.63 0.63 49.1
East: Noosa Drive (E)
4 L2 All MCs 235 5.1 235 5.1 0.243 6.6 LOS A 1.7 12.3 0.65 0.60 0.65 52.8
5 T1 All MCs 227 2.9 227 2.9 0.208 5.9 LOS A 1.5 10.6 0.61 0.55 0.61 49.3
6 R2 All MCs 7 0.0 7 0.0 0.208 10.9 LOS B 1.5 10.6 0.61 0.55 0.61 51.5
6u U All MCs 13 0.0 13 0.0 0.208 13.1 LOS B 1.5 10.6 0.61 0.55 0.61 51.5
Approach 482 3.9 482 3.9 0.243 6.5 LOS A 1.7 12.3 0.63 0.57 0.63 51.3
North: Grant Street (N)
7 L2 All MCs 3 0.0 3 0.0 0.128 11.3 LOS B 0.9 6.2 0.85 0.76 0.85 47.8
8 T1 All MCs 27 0.0 27 0.0 0.128 11.5 LOS B 0.9 6.2 0.85 0.76 0.85 48.1
9 R2 All MCs 44 0.0 44 0.0 0.128 16.6 LOS B 0.9 6.2 0.85 0.76 0.85 43.3
9u U All MCs 1 0.0 1 0.0 0.128 18.8 LOS B 0.9 6.2 0.85 0.76 0.85 47.4
Approach 76 0.0 76 0.0 0.128 14.6 LOS B 0.9 6.2 0.85 0.76 0.85 45.6
West: Noosa Drive (W)
10 L2 All MCs 29 0.0 29 0.0 0.236 5.8 LOS A 1.7 12.0 0.63 0.55 0.63 49.4
11 T1 All MCs 246 3.5 246 3.5 0.236 5.9 LOS A 1.7 12.0 0.63 0.55 0.63 49.8
12 R2 All MCs 160 2.7 160 2.7 0.262 11.6 LOS B 1.8 12.7 0.66 0.68 0.66 44.9
12u U All MCs 93 2.4 93 2.4 0.262 13.8 LOS B 1.8 12.7 0.66 0.68 0.66 37.7
Approach 528 2.9 528 2.9 0.262 9.0 LOS A 1.8 12.7 0.64 0.61 0.64 46.4
All Vehicles 1672 3.7 1672 3.7 0.318 8.8 LOS A 2.3 16.8 0.64 0.62 0.64 48.8
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:28 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 41
MOVEMENT SUMMARY
Site: 101 [4_Grant St_Noosa Dr_Sunshine Rd - Base+dev OP
2025 AM Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 194 6.2 194 6.2 0.224 6.7 LOS A 1.4 10.4 0.62 0.60 0.62 49.5
2 T1 All MCs 9 0.0 9 0.0 0.224 6.5 LOS A 1.4 10.4 0.62 0.60 0.62 53.2
3 R2 All MCs 329 4.6 329 4.6 0.321 11.1 LOS B 2.3 16.9 0.64 0.66 0.64 48.8
3u U All MCs 53 2.1 53 2.1 0.321 13.3 LOS B 2.3 16.9 0.64 0.66 0.64 48.9
Approach 585 4.8 585 4.8 0.321 9.8 LOS A 2.3 16.9 0.63 0.64 0.63 49.0
East: Noosa Drive (E)
4 L2 All MCs 235 5.1 235 5.1 0.246 6.7 LOS A 1.7 12.4 0.65 0.60 0.65 52.7
5 T1 All MCs 227 2.9 227 2.9 0.210 5.9 LOS A 1.5 10.7 0.62 0.55 0.62 49.3
6 R2 All MCs 7 0.0 7 0.0 0.210 10.9 LOS B 1.5 10.7 0.62 0.55 0.62 51.5
6u U All MCs 13 0.0 13 0.0 0.210 13.1 LOS B 1.5 10.7 0.62 0.55 0.62 51.5
Approach 482 3.9 482 3.9 0.246 6.6 LOS A 1.7 12.4 0.64 0.58 0.64 51.3
North: Grant Street (N)
7 L2 All MCs 3 0.0 3 0.0 0.145 11.4 LOS B 1.0 7.1 0.86 0.76 0.86 47.6
8 T1 All MCs 27 0.0 27 0.0 0.145 11.6 LOS B 1.0 7.1 0.86 0.76 0.86 47.9
9 R2 All MCs 55 0.0 55 0.0 0.145 16.7 LOS B 1.0 7.1 0.86 0.76 0.86 43.1
9u U All MCs 1 0.0 1 0.0 0.145 18.9 LOS B 1.0 7.1 0.86 0.76 0.86 47.2
Approach 86 0.0 86 0.0 0.145 14.9 LOS B 1.0 7.1 0.86 0.76 0.86 45.1
West: Noosa Drive (W)
10 L2 All MCs 40 0.0 40 0.0 0.245 5.8 LOS A 1.7 12.6 0.64 0.56 0.64 49.4
11 T1 All MCs 246 3.5 246 3.5 0.245 5.9 LOS A 1.7 12.6 0.64 0.56 0.64 49.8
12 R2 All MCs 160 2.7 160 2.7 0.263 11.6 LOS B 1.8 12.8 0.66 0.68 0.66 44.9
12u U All MCs 93 2.4 93 2.4 0.263 13.8 LOS B 1.8 12.8 0.66 0.68 0.66 37.7
Approach 539 2.8 539 2.8 0.263 8.9 LOS A 1.8 12.8 0.65 0.61 0.65 46.5
All Vehicles 1693 3.7 1693 3.7 0.321 8.9 LOS A 2.3 16.9 0.65 0.62 0.65 48.8
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:28 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 42
MOVEMENT SUMMARY
Site: 101 [6_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
PM Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 249 0.8 249 0.8 0.304 7.1 LOS A 2.1 15.1 0.72 0.64 0.72 49.5
2 T1 All MCs 20 0.0 20 0.0 0.304 7.1 LOS A 2.1 15.1 0.72 0.64 0.72 52.8
3 R2 All MCs 337 3.1 337 3.1 0.355 11.6 LOS B 2.8 19.9 0.73 0.68 0.73 48.6
3u U All MCs 56 1.9 56 1.9 0.355 13.8 LOS B 2.8 19.9 0.73 0.68 0.73 48.6
Approach 662 2.1 662 2.1 0.355 10.0 LOS A 2.8 19.9 0.72 0.66 0.72 49.0
East: Noosa Drive (E)
4 L2 All MCs 453 2.3 453 2.3 0.404 6.7 LOS A 3.3 23.8 0.75 0.62 0.75 52.5
5 T1 All MCs 324 1.6 324 1.6 0.396 7.5 LOS A 3.0 21.6 0.76 0.64 0.76 48.5
6 R2 All MCs 11 0.0 11 0.0 0.396 12.5 LOS B 3.0 21.6 0.76 0.64 0.76 50.8
6u U All MCs 23 0.0 23 0.0 0.396 14.7 LOS B 3.0 21.6 0.76 0.64 0.76 50.8
Approach 811 1.9 811 1.9 0.404 7.3 LOS A 3.3 23.8 0.75 0.63 0.75 51.1
North: Grant Street (N)
7 L2 All MCs 8 0.0 8 0.0 0.114 12.8 LOS B 0.8 5.6 0.89 0.77 0.89 47.4
8 T1 All MCs 26 0.0 26 0.0 0.114 13.0 LOS B 0.8 5.6 0.89 0.77 0.89 47.6
9 R2 All MCs 23 4.5 23 4.5 0.114 18.5 LOS B 0.8 5.6 0.89 0.77 0.89 42.5
9u U All MCs 1 0.0 1 0.0 0.114 20.3 LOS C 0.8 5.6 0.89 0.77 0.89 46.9
Approach 59 1.8 59 1.8 0.114 15.3 LOS B 0.8 5.6 0.89 0.77 0.89 45.9
West: Noosa Drive (W)
10 L2 All MCs 24 0.0 24 0.0 0.288 6.8 LOS A 2.0 14.2 0.69 0.60 0.69 49.0
11 T1 All MCs 239 2.6 239 2.6 0.288 6.8 LOS A 2.0 14.2 0.69 0.60 0.69 49.5
12 R2 All MCs 244 0.0 244 0.0 0.292 11.2 LOS B 2.2 15.3 0.68 0.67 0.68 45.0
12u U All MCs 93 1.1 93 1.1 0.292 13.4 LOS B 2.2 15.3 0.68 0.67 0.68 37.8
Approach 600 1.2 600 1.2 0.292 9.6 LOS A 2.2 15.3 0.68 0.64 0.68 46.1
All Vehicles 2132 1.8 2132 1.8 0.404 9.0 LOS A 3.3 23.8 0.73 0.65 0.73 49.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:30 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 43
MOVEMENT SUMMARY
Site: 101 [7_Grant St_Noosa Dr_Sunshine Rd - Base 2025 PM
Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 259 0.8 259 0.8 0.321 7.3 LOS A 2.3 16.1 0.74 0.65 0.74 49.3
2 T1 All MCs 21 0.0 21 0.0 0.321 7.2 LOS A 2.3 16.1 0.74 0.65 0.74 52.7
3 R2 All MCs 349 3.1 349 3.1 0.373 11.7 LOS B 3.0 21.2 0.75 0.68 0.75 48.5
3u U All MCs 58 1.9 58 1.9 0.373 13.9 LOS B 3.0 21.2 0.75 0.68 0.75 48.6
Approach 687 2.1 687 2.1 0.373 10.1 LOS B 3.0 21.2 0.74 0.67 0.74 48.9
East: Noosa Drive (E)
4 L2 All MCs 463 2.3 463 2.3 0.420 6.8 LOS A 3.5 25.1 0.77 0.63 0.77 52.4
5 T1 All MCs 332 1.6 332 1.6 0.413 7.6 LOS A 3.2 22.8 0.78 0.65 0.78 48.3
6 R2 All MCs 11 0.0 11 0.0 0.413 12.6 LOS B 3.2 22.8 0.78 0.65 0.78 50.7
6u U All MCs 24 0.0 24 0.0 0.413 14.8 LOS B 3.2 22.8 0.78 0.65 0.78 50.7
Approach 829 1.9 829 1.9 0.420 7.4 LOS A 3.5 25.1 0.77 0.64 0.77 51.0
North: Grant Street (N)
7 L2 All MCs 8 0.0 8 0.0 0.124 13.6 LOS B 0.9 6.2 0.91 0.78 0.91 46.9
8 T1 All MCs 27 0.0 27 0.0 0.124 13.8 LOS B 0.9 6.2 0.91 0.78 0.91 47.2
9 R2 All MCs 24 4.5 24 4.5 0.124 19.3 LOS B 0.9 6.2 0.91 0.78 0.91 41.9
9u U All MCs 1 0.0 1 0.0 0.124 21.1 LOS C 0.9 6.2 0.91 0.78 0.91 46.5
Approach 61 1.8 61 1.8 0.124 16.1 LOS B 0.9 6.2 0.91 0.78 0.91 45.3
West: Noosa Drive (W)
10 L2 All MCs 25 0.0 25 0.0 0.303 6.9 LOS A 2.1 15.1 0.71 0.62 0.71 48.9
11 T1 All MCs 247 2.6 247 2.6 0.303 7.0 LOS A 2.1 15.1 0.71 0.62 0.71 49.3
12 R2 All MCs 253 0.0 253 0.0 0.306 11.3 LOS B 2.3 16.3 0.70 0.67 0.70 45.0
12u U All MCs 96 1.1 96 1.1 0.306 13.5 LOS B 2.3 16.3 0.70 0.67 0.70 37.7
Approach 621 1.2 621 1.2 0.306 9.8 LOS A 2.3 16.3 0.70 0.65 0.70 46.0
All Vehicles 2199 1.8 2199 1.8 0.420 9.2 LOS A 3.5 25.1 0.75 0.65 0.75 48.9
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:30 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 44
MOVEMENT SUMMARY
Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev OP
2025 PM Peak (Weekday) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 259 0.8 259 0.8 0.326 7.4 LOS A 2.3 16.4 0.75 0.66 0.75 49.2
2 T1 All MCs 21 0.0 21 0.0 0.326 7.4 LOS A 2.3 16.4 0.75 0.66 0.75 52.6
3 R2 All MCs 349 3.1 349 3.1 0.378 11.9 LOS B 3.0 21.6 0.76 0.68 0.76 48.5
3u U All MCs 58 1.9 58 1.9 0.378 14.0 LOS B 3.0 21.6 0.76 0.68 0.76 48.5
Approach 687 2.1 687 2.1 0.378 10.2 LOS B 3.0 21.6 0.75 0.67 0.75 48.8
East: Noosa Drive (E)
4 L2 All MCs 469 2.3 469 2.3 0.429 6.9 LOS A 3.6 25.7 0.78 0.64 0.78 52.4
5 T1 All MCs 336 1.6 336 1.6 0.422 7.8 LOS A 3.3 23.3 0.79 0.65 0.79 48.3
6 R2 All MCs 11 0.0 11 0.0 0.422 12.8 LOS B 3.3 23.3 0.79 0.65 0.79 50.7
6u U All MCs 24 0.0 24 0.0 0.422 15.0 LOS B 3.3 23.3 0.79 0.65 0.79 50.7
Approach 840 1.9 840 1.9 0.429 7.6 LOS A 3.6 25.7 0.78 0.65 0.78 50.9
North: Grant Street (N)
7 L2 All MCs 8 0.0 8 0.0 0.146 13.7 LOS B 1.0 7.4 0.91 0.79 0.91 46.6
8 T1 All MCs 27 0.0 27 0.0 0.146 13.9 LOS B 1.0 7.4 0.91 0.79 0.91 46.8
9 R2 All MCs 35 4.5 35 4.5 0.146 19.4 LOS B 1.0 7.4 0.91 0.79 0.91 41.6
9u U All MCs 1 0.0 1 0.0 0.146 21.2 LOS C 1.0 7.4 0.91 0.79 0.91 46.2
Approach 72 2.2 72 2.2 0.146 16.7 LOS B 1.0 7.4 0.91 0.79 0.91 44.6
West: Noosa Drive (W)
10 L2 All MCs 36 0.0 36 0.0 0.314 6.9 LOS A 2.2 15.8 0.72 0.62 0.72 48.9
11 T1 All MCs 247 2.6 247 2.6 0.314 7.0 LOS A 2.2 15.8 0.72 0.62 0.72 49.3
12 R2 All MCs 253 0.0 253 0.0 0.306 11.3 LOS B 2.3 16.3 0.70 0.67 0.70 45.0
12u U All MCs 96 1.1 96 1.1 0.306 13.5 LOS B 2.3 16.3 0.70 0.67 0.70 37.7
Approach 632 1.2 632 1.2 0.314 9.7 LOS A 2.3 16.3 0.71 0.65 0.71 46.0
All Vehicles 2231 1.8 2231 1.8 0.429 9.3 LOS A 3.6 25.7 0.76 0.66 0.76 48.8
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:31 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 45
MOVEMENT SUMMARY
Site: 101 [11_Grant St_Noosa Dr_Sunshine Rd - Existing
2022 PM Peak (Weekend) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 246 0.4 246 0.4 0.258 6.0 LOS A 1.7 12.1 0.59 0.57 0.59 50.2
2 T1 All MCs 19 0.0 19 0.0 0.258 6.0 LOS A 1.7 12.1 0.59 0.57 0.59 53.4
3 R2 All MCs 342 3.1 342 3.1 0.317 10.7 LOS B 2.3 16.8 0.60 0.64 0.60 49.0
3u U All MCs 56 1.9 56 1.9 0.317 12.9 LOS B 2.3 16.8 0.60 0.64 0.60 49.0
Approach 663 1.9 663 1.9 0.317 9.0 LOS A 2.3 16.8 0.60 0.61 0.60 49.4
East: Noosa Drive (E)
4 L2 All MCs 373 2.8 373 2.8 0.306 5.8 LOS A 2.4 16.9 0.63 0.57 0.63 52.9
5 T1 All MCs 236 1.8 236 1.8 0.254 6.4 LOS A 1.8 12.7 0.63 0.56 0.63 49.4
6 R2 All MCs 4 25.0 4 25.0 0.254 12.4 LOS B 1.8 12.7 0.63 0.56 0.63 50.7
6u U All MCs 8 0.0 8 0.0 0.254 13.6 LOS B 1.8 12.7 0.63 0.56 0.63 51.5
Approach 621 2.5 621 2.5 0.306 6.2 LOS A 2.4 16.9 0.63 0.56 0.63 51.7
North: Grant Street (N)
7 L2 All MCs 5 0.0 5 0.0 0.064 11.8 LOS B 0.4 3.1 0.86 0.76 0.86 47.6
8 T1 All MCs 11 0.0 11 0.0 0.064 12.1 LOS B 0.4 3.1 0.86 0.76 0.86 47.8
9 R2 All MCs 19 0.0 19 0.0 0.064 17.1 LOS B 0.4 3.1 0.86 0.76 0.86 43.1
9u U All MCs 1 0.0 1 0.0 0.064 19.3 LOS B 0.4 3.1 0.86 0.76 0.86 47.1
Approach 36 0.0 36 0.0 0.064 14.9 LOS B 0.4 3.1 0.86 0.76 0.86 45.5
West: Noosa Drive (W)
10 L2 All MCs 26 0.0 26 0.0 0.269 6.0 LOS A 1.9 13.7 0.65 0.56 0.65 49.2
11 T1 All MCs 291 1.1 291 1.1 0.269 6.0 LOS A 1.9 13.7 0.65 0.56 0.65 49.7
12 R2 All MCs 196 0.0 196 0.0 0.269 11.6 LOS B 1.8 12.8 0.66 0.68 0.66 45.1
12u U All MCs 61 3.4 61 3.4 0.269 14.0 LOS B 1.8 12.8 0.66 0.68 0.66 37.7
Approach 574 0.9 574 0.9 0.269 8.8 LOS A 1.9 13.7 0.65 0.62 0.65 47.0
All Vehicles 1894 1.8 1894 1.8 0.317 8.1 LOS A 2.4 16.9 0.63 0.60 0.63 49.5
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:32 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 46
MOVEMENT SUMMARY
Site: 101 [12_Grant St_Noosa Dr_Sunshine Rd - Base 2025
PM Peak (Weekend) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 256 0.4 256 0.4 0.262 6.1 LOS A 1.8 12.4 0.61 0.58 0.61 50.2
2 T1 All MCs 9 0.0 9 0.0 0.262 6.1 LOS A 1.8 12.4 0.61 0.58 0.61 53.4
3 R2 All MCs 355 3.1 355 3.1 0.332 10.8 LOS B 2.5 17.8 0.61 0.64 0.61 48.9
3u U All MCs 58 1.9 58 1.9 0.332 13.0 LOS B 2.5 17.8 0.61 0.64 0.61 49.0
Approach 678 1.9 678 1.9 0.332 9.1 LOS A 2.5 17.8 0.61 0.62 0.61 49.3
East: Noosa Drive (E)
4 L2 All MCs 386 2.8 386 2.8 0.321 5.9 LOS A 2.5 17.9 0.65 0.57 0.65 52.8
5 T1 All MCs 244 1.8 244 1.8 0.266 6.5 LOS A 1.9 13.4 0.65 0.57 0.65 49.3
6 R2 All MCs 4 25.0 4 25.0 0.266 12.5 LOS B 1.9 13.4 0.65 0.57 0.65 50.6
6u U All MCs 8 0.0 8 0.0 0.266 13.7 LOS B 1.9 13.4 0.65 0.57 0.65 51.5
Approach 643 2.5 643 2.5 0.321 6.3 LOS A 2.5 17.9 0.65 0.57 0.65 51.7
North: Grant Street (N)
7 L2 All MCs 5 0.0 5 0.0 0.069 12.5 LOS B 0.5 3.4 0.88 0.77 0.88 47.2
8 T1 All MCs 11 0.0 11 0.0 0.069 12.7 LOS B 0.5 3.4 0.88 0.77 0.88 47.4
9 R2 All MCs 20 0.0 20 0.0 0.069 17.8 LOS B 0.5 3.4 0.88 0.77 0.88 42.6
9u U All MCs 1 0.0 1 0.0 0.069 20.0 LOS B 0.5 3.4 0.88 0.77 0.88 46.7
Approach 37 0.0 37 0.0 0.069 15.7 LOS B 0.5 3.4 0.88 0.77 0.88 45.0
West: Noosa Drive (W)
10 L2 All MCs 27 0.0 27 0.0 0.281 6.0 LOS A 2.1 14.6 0.66 0.57 0.66 49.1
11 T1 All MCs 301 1.1 301 1.1 0.281 6.0 LOS A 2.1 14.6 0.66 0.57 0.66 49.7
12 R2 All MCs 203 0.0 203 0.0 0.282 11.7 LOS B 1.9 13.7 0.68 0.69 0.68 45.1
12u U All MCs 63 3.4 63 3.4 0.282 14.1 LOS B 1.9 13.7 0.68 0.69 0.68 37.7
Approach 595 0.9 595 0.9 0.282 8.8 LOS A 2.1 14.6 0.67 0.62 0.67 46.9
All Vehicles 1953 1.8 1953 1.8 0.332 8.2 LOS A 2.5 17.9 0.65 0.61 0.65 49.4
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:33 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 47
MOVEMENT SUMMARY
Site: 101 [14_Grant St_Noosa Dr_Sunshine Rd - Base+dev
OP 2025 PM Peak (Weekend) (Site Folder: Site 2)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Sunshine Beach Road (S)
1 L2 All MCs 256 0.4 256 0.4 0.269 6.0 LOS A 1.8 12.8 0.60 0.57 0.60 50.2
2 T1 All MCs 20 0.0 20 0.0 0.269 6.0 LOS A 1.8 12.8 0.60 0.57 0.60 53.4
3 R2 All MCs 355 3.1 355 3.1 0.330 10.7 LOS B 2.5 17.7 0.61 0.64 0.61 48.9
3u U All MCs 58 1.9 58 1.9 0.330 12.9 LOS B 2.5 17.7 0.61 0.64 0.61 49.0
Approach 688 1.9 688 1.9 0.330 9.0 LOS A 2.5 17.7 0.60 0.61 0.60 49.4
East: Noosa Drive (E)
4 L2 All MCs 386 2.8 386 2.8 0.319 5.9 LOS A 2.5 17.8 0.64 0.57 0.64 52.8
5 T1 All MCs 244 1.8 244 1.8 0.264 6.4 LOS A 1.9 13.3 0.64 0.56 0.64 49.4
6 R2 All MCs 4 25.0 4 25.0 0.264 12.4 LOS B 1.9 13.3 0.64 0.56 0.64 50.6
6u U All MCs 8 0.0 8 0.0 0.264 13.6 LOS B 1.9 13.3 0.64 0.56 0.64 51.5
Approach 643 2.5 643 2.5 0.319 6.2 LOS A 2.5 17.8 0.64 0.57 0.64 51.7
North: Grant Street (N)
7 L2 All MCs 5 0.0 5 0.0 0.049 12.4 LOS B 0.3 2.4 0.87 0.76 0.87 47.7
8 T1 All MCs 11 0.0 11 0.0 0.049 12.6 LOS B 0.3 2.4 0.87 0.76 0.87 47.9
9 R2 All MCs 9 0.0 9 0.0 0.049 17.7 LOS B 0.3 2.4 0.87 0.76 0.87 43.2
9u U All MCs 1 0.0 1 0.0 0.049 19.9 LOS B 0.3 2.4 0.87 0.76 0.87 47.2
Approach 26 0.0 26 0.0 0.049 14.7 LOS B 0.3 2.4 0.87 0.76 0.87 46.4
West: Noosa Drive (W)
10 L2 All MCs 38 0.0 38 0.0 0.291 6.1 LOS A 2.1 15.1 0.67 0.57 0.67 49.1
11 T1 All MCs 301 1.1 301 1.1 0.291 6.1 LOS A 2.1 15.1 0.67 0.57 0.67 49.7
12 R2 All MCs 203 0.0 203 0.0 0.284 11.8 LOS B 1.9 13.7 0.68 0.69 0.68 45.1
12u U All MCs 63 3.4 63 3.4 0.284 14.2 LOS B 1.9 13.7 0.68 0.69 0.68 37.6
Approach 605 0.9 605 0.9 0.291 8.9 LOS A 2.1 15.1 0.67 0.62 0.67 47.0
All Vehicles 1963 1.8 1963 1.8 0.330 8.1 LOS A 2.5 17.8 0.64 0.60 0.64 49.5
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:33 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 48
SITE LAYOUT Site: 101 [1_Grant St_Banksia Ave - Base 2025 AM Peak (Weekday) (Site Folder: Site 3)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
Page 49
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Created: Wednesday, 16 July 2025 2:59:59 PM Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 50
MOVEMENT SUMMARY
Site: 101 [1_Grant St_Banksia Ave - Base 2025 AM Peak
(Weekday) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.2 LOS A 0.0 0.1 0.20 0.54 0.20 38.4
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.20 0.54 0.20 48.7
Approach 2 0.0 2 0.0 0.002 4.4 LOS A 0.0 0.1 0.20 0.54 0.20 45.4
East: Grant St (E)
4 L2 All MCs 1 0.0 1 0.0 0.036 5.5 LOS A 0.2 1.4 0.04 0.67 0.04 46.1
6 R2 All MCs 46 0.0 46 0.0 0.036 7.4 LOS A 0.2 1.4 0.04 0.67 0.04 47.3
6u U All MCs 6 0.0 6 0.0 0.036 8.7 LOS A 0.2 1.4 0.04 0.67 0.04 51.0
Approach 54 0.0 54 0.0 0.036 7.5 LOS A 0.2 1.4 0.04 0.67 0.04 47.8
North: Banksia Ave (N)
7 L2 All MCs 63 0.0 63 0.0 0.047 5.5 LOS A 0.3 1.8 0.06 0.58 0.06 49.1
8 T1 All MCs 2 0.0 2 0.0 0.047 4.8 LOS A 0.3 1.8 0.06 0.58 0.06 36.6
9u U All MCs 1 0.0 1 0.0 0.047 8.8 LOS A 0.3 1.8 0.06 0.58 0.06 40.6
Approach 66 0.0 66 0.0 0.047 5.5 LOS A 0.3 1.8 0.06 0.58 0.06 48.9
All Vehicles 122 0.0 122 0.0 0.047 6.4 LOS A 0.3 1.8 0.05 0.62 0.05 48.4
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:34 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 51
MOVEMENT SUMMARY
Site: 101 [1_Grant St_Banksia Ave - Base+dev OP 2025 AM
Peak (Weekday) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.3 LOS A 0.0 0.1 0.23 0.54 0.23 38.3
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.23 0.54 0.23 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.23 0.54 0.23 45.3
East: Grant St (E)
4 L2 All MCs 1 0.0 1 0.0 0.043 5.5 LOS A 0.2 1.7 0.04 0.67 0.04 46.1
6 R2 All MCs 57 0.0 57 0.0 0.043 7.4 LOS A 0.2 1.7 0.04 0.67 0.04 47.3
6u U All MCs 6 0.0 6 0.0 0.043 8.7 LOS A 0.2 1.7 0.04 0.67 0.04 51.0
Approach 64 0.0 64 0.0 0.043 7.5 LOS A 0.2 1.7 0.04 0.67 0.04 47.8
North: Banksia Ave (N)
7 L2 All MCs 74 0.0 74 0.0 0.053 5.5 LOS A 0.3 2.1 0.06 0.58 0.06 49.1
8 T1 All MCs 2 0.0 2 0.0 0.053 4.8 LOS A 0.3 2.1 0.06 0.58 0.06 36.6
9u U All MCs 1 0.0 1 0.0 0.053 8.8 LOS A 0.3 2.1 0.06 0.58 0.06 40.6
Approach 77 0.0 77 0.0 0.053 5.5 LOS A 0.3 2.1 0.06 0.58 0.06 48.9
All Vehicles 143 0.0 143 0.0 0.053 6.4 LOS A 0.3 2.1 0.05 0.62 0.05 48.3
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:35 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 52
MOVEMENT SUMMARY
Site: 101 [3_Grant St_Banksia Ave - Base 2025 PM Peak
(Weekday) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.3 LOS A 0.0 0.1 0.23 0.54 0.23 38.3
3 R2 All MCs 1 0.0 1 0.0 0.002 5.7 LOS A 0.0 0.1 0.23 0.54 0.23 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.23 0.54 0.23 45.3
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.044 5.5 LOS A 0.3 1.8 0.03 0.68 0.03 46.1
6 R2 All MCs 53 0.0 53 0.0 0.044 7.4 LOS A 0.3 1.8 0.03 0.68 0.03 47.2
6u U All MCs 14 15.4 14 15.4 0.044 8.9 LOS A 0.3 1.8 0.03 0.68 0.03 50.3
Approach 67 3.1 67 3.1 0.044 7.7 LOS A 0.3 1.8 0.03 0.68 0.03 48.0
North: Banksia Ave (N)
7 L2 All MCs 47 0.0 47 0.0 0.038 5.6 LOS A 0.2 1.5 0.10 0.57 0.10 49.0
8 T1 All MCs 1 0.0 1 0.0 0.038 4.9 LOS A 0.2 1.5 0.10 0.57 0.10 36.3
9u U All MCs 1 0.0 1 0.0 0.038 8.8 LOS A 0.2 1.5 0.10 0.57 0.10 40.3
Approach 49 0.0 49 0.0 0.038 5.6 LOS A 0.2 1.5 0.10 0.57 0.10 48.8
All Vehicles 119 1.8 119 1.8 0.044 6.8 LOS A 0.3 1.8 0.06 0.63 0.06 48.3
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:36 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 53
MOVEMENT SUMMARY
Site: 101 [3_Grant St_Banksia Ave - Base+dev OP 2025 PM
Peak (Weekday) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.4 LOS A 0.0 0.1 0.25 0.53 0.25 38.2
3 R2 All MCs 1 0.0 1 0.0 0.002 5.7 LOS A 0.0 0.1 0.25 0.53 0.25 48.5
Approach 2 0.0 2 0.0 0.002 4.6 LOS A 0.0 0.1 0.25 0.53 0.25 45.2
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.050 5.5 LOS A 0.3 2.1 0.03 0.68 0.03 46.1
6 R2 All MCs 63 0.0 63 0.0 0.050 7.4 LOS A 0.3 2.1 0.03 0.68 0.03 47.2
6u U All MCs 14 15.4 14 15.4 0.050 8.9 LOS A 0.3 2.1 0.03 0.68 0.03 50.3
Approach 78 2.7 78 2.7 0.050 7.6 LOS A 0.3 2.1 0.03 0.68 0.03 47.9
North: Banksia Ave (N)
7 L2 All MCs 58 0.0 58 0.0 0.045 5.6 LOS A 0.3 1.8 0.10 0.57 0.10 49.0
8 T1 All MCs 1 0.0 1 0.0 0.045 4.9 LOS A 0.3 1.8 0.10 0.57 0.10 36.3
9u U All MCs 1 0.0 1 0.0 0.045 8.8 LOS A 0.3 1.8 0.10 0.57 0.10 40.3
Approach 60 0.0 60 0.0 0.045 5.6 LOS A 0.3 1.8 0.10 0.57 0.10 48.8
All Vehicles 140 1.5 140 1.5 0.050 6.7 LOS A 0.3 2.1 0.06 0.63 0.06 48.3
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:37 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 54
MOVEMENT SUMMARY
Site: 101 [5_Grant St_Banksia Ave - Base 2025 PM Peak
(Weekend) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.3 LOS A 0.0 0.1 0.23 0.54 0.23 38.3
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.23 0.54 0.23 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.23 0.54 0.23 45.3
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.041 5.5 LOS A 0.2 1.7 0.03 0.68 0.03 45.9
6 R2 All MCs 46 0.0 46 0.0 0.041 7.4 LOS A 0.2 1.7 0.03 0.68 0.03 47.1
6u U All MCs 17 0.0 17 0.0 0.041 8.7 LOS A 0.2 1.7 0.03 0.68 0.03 50.9
Approach 64 0.0 64 0.0 0.041 7.7 LOS A 0.2 1.7 0.03 0.68 0.03 48.4
North: Banksia Ave (N)
7 L2 All MCs 58 1.9 58 1.9 0.046 5.6 LOS A 0.3 1.8 0.11 0.57 0.11 48.8
8 T1 All MCs 1 0.0 1 0.0 0.046 4.9 LOS A 0.3 1.8 0.11 0.57 0.11 36.3
9u U All MCs 1 0.0 1 0.0 0.046 8.9 LOS A 0.3 1.8 0.11 0.57 0.11 40.3
Approach 60 1.8 60 1.8 0.046 5.6 LOS A 0.3 1.8 0.11 0.57 0.11 48.7
All Vehicles 126 0.9 126 0.9 0.046 6.7 LOS A 0.3 1.8 0.07 0.62 0.07 48.5
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:38 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 55
MOVEMENT SUMMARY
Site: 101 [5_Grant St_Banksia Ave - Base+dev OP 2025 PM
Peak (Weekend) (Site Folder: Site 3)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Banksia Ave (S)
2 T1 All MCs 1 0.0 1 0.0 0.002 3.3 LOS A 0.0 0.1 0.25 0.53 0.25 38.2
3 R2 All MCs 1 0.0 1 0.0 0.002 5.7 LOS A 0.0 0.1 0.25 0.53 0.25 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.25 0.53 0.25 45.3
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.048 5.5 LOS A 0.3 1.9 0.03 0.68 0.03 46.0
6 R2 All MCs 57 0.0 57 0.0 0.048 7.4 LOS A 0.3 1.9 0.03 0.68 0.03 47.2
6u U All MCs 17 0.0 17 0.0 0.048 8.7 LOS A 0.3 1.9 0.03 0.68 0.03 50.9
Approach 75 0.0 75 0.0 0.048 7.7 LOS A 0.3 1.9 0.03 0.68 0.03 48.2
North: Banksia Ave (N)
7 L2 All MCs 68 1.9 68 1.9 0.053 5.6 LOS A 0.3 2.2 0.11 0.57 0.11 48.9
8 T1 All MCs 1 0.0 1 0.0 0.053 4.9 LOS A 0.3 2.2 0.11 0.57 0.11 36.3
9u U All MCs 1 0.0 1 0.0 0.053 8.9 LOS A 0.3 2.2 0.11 0.57 0.11 40.3
Approach 71 1.8 71 1.8 0.053 5.6 LOS A 0.3 2.2 0.11 0.57 0.11 48.7
All Vehicles 147 0.9 147 0.9 0.053 6.6 LOS A 0.3 2.2 0.07 0.62 0.07 48.4
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 24 June 2025 10:56:38 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 56
SITE LAYOUT Site: 101 [Weyba Road_Mary Street - Exiting 2022 AM Peak (Weekday) (Site Folder: Site 4)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Created: Wednesday, 16 July 2025 3:00:54 PM Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 57
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Exiting 2022 AM Peak
(Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 260 0.0 260 0.0 0.346 8.2 LOS A 2.6 18.0 0.85 0.72 0.85 52.0
2 T1 All MCs 244 0.0 244 0.0 0.477 7.5 LOS A 4.5 31.2 0.92 0.73 0.94 50.0
3b R3 All MCs 244 0.0 244 0.0 0.477 14.8 LOS B 4.5 31.2 0.92 0.73 0.94 49.3
3u U All MCs 4 0.0 4 0.0 0.477 16.1 LOS B 4.5 31.2 0.92 0.73 0.94 49.3
Approach 753 0.0 753 0.0 0.477 10.2 LOS B 4.5 31.2 0.90 0.73 0.91 50.4
SouthEast: Weyba Road
21b L3 All MCs 317 0.0 317 0.0 0.188 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 481 0.0 481 0.0 0.473 5.1 LOS A 4.1 28.5 0.75 0.60 0.75 52.6
23a R1 All MCs 132 0.0 132 0.0 0.473 10.3 LOS B 4.1 28.5 0.75 0.60 0.75 51.7
23u U All MCs 3 0.0 3 0.0 0.473 14.0 LOS B 4.1 28.5 0.75 0.60 0.75 51.7
Approach 933 0.0 933 0.0 0.473 5.2 LOS A 4.1 28.5 0.50 0.54 0.50 53.6
North: Weyba Road
7a L1 All MCs 98 0.0 98 0.0 0.201 11.2 LOS B 1.2 8.5 0.82 0.75 0.82 51.8
8 T1 All MCs 221 0.0 221 0.0 0.477 9.8 LOS A 4.2 29.3 0.94 0.82 1.05 50.0
9 R2 All MCs 118 0.0 118 0.0 0.477 16.0 LOS B 4.2 29.3 0.94 0.82 1.05 49.2
9u U All MCs 6 0.0 6 0.0 0.477 18.4 LOS B 4.2 29.3 0.94 0.82 1.05 49.2
Approach 443 0.0 443 0.0 0.477 11.9 LOS B 4.2 29.3 0.92 0.80 1.00 50.2
West: Mary Street
10 L2 All MCs 153 0.0 153 0.0 0.185 6.8 LOS A 1.2 8.7 0.74 0.65 0.74 52.9
12a R1 All MCs 521 0.0 521 0.0 0.576 12.4 LOS B 6.2 43.6 0.91 0.77 1.01 48.7
12 R2 All MCs 114 0.0 114 0.0 0.576 13.7 LOS B 6.2 43.6 0.91 0.77 1.01 48.7
12u U All MCs 20 0.0 20 0.0 0.576 16.2 LOS B 6.2 43.6 0.91 0.77 1.01 48.7
Approach 807 0.0 807 0.0 0.576 11.6 LOS B 6.2 43.6 0.88 0.75 0.96 49.4
All Vehicles 2936 0.0 2936 0.0 0.576 9.2 LOS A 6.2 43.6 0.77 0.68 0.81 51.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:16 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 58
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base 2025 AM Peak
(Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 269 0.0 269 0.0 0.373 8.6 LOS A 2.8 19.8 0.88 0.73 0.88 51.8
2 T1 All MCs 253 0.0 253 0.0 0.512 8.3 LOS A 5.2 36.4 0.96 0.77 1.04 49.7
3b R3 All MCs 253 0.0 253 0.0 0.512 15.7 LOS B 5.2 36.4 0.96 0.77 1.04 48.9
3u U All MCs 4 0.0 4 0.0 0.512 16.9 LOS B 5.2 36.4 0.96 0.77 1.04 48.9
Approach 779 0.0 779 0.0 0.512 10.9 LOS B 5.2 36.4 0.93 0.75 0.98 50.1
SouthEast: Weyba Road
21b L3 All MCs 328 0.0 328 0.0 0.195 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 499 0.0 499 0.0 0.499 5.2 LOS A 4.4 30.9 0.78 0.61 0.78 52.5
23a R1 All MCs 137 0.0 137 0.0 0.499 10.5 LOS B 4.4 30.9 0.78 0.61 0.78 51.6
23u U All MCs 3 0.0 3 0.0 0.499 14.2 LOS B 4.4 30.9 0.78 0.61 0.78 51.6
Approach 967 0.0 967 0.0 0.499 5.3 LOS A 4.4 30.9 0.52 0.55 0.52 53.5
North: Weyba Road
7a L1 All MCs 101 0.0 101 0.0 0.218 11.8 LOS B 1.3 9.4 0.85 0.77 0.85 51.4
8 T1 All MCs 229 0.0 229 0.0 0.521 11.3 LOS B 4.9 34.6 0.98 0.86 1.15 49.1
9 R2 All MCs 122 0.0 122 0.0 0.521 17.4 LOS B 4.9 34.6 0.98 0.86 1.15 48.4
9u U All MCs 6 0.0 6 0.0 0.521 19.9 LOS B 4.9 34.6 0.98 0.86 1.15 48.4
Approach 459 0.0 459 0.0 0.521 13.1 LOS B 4.9 34.6 0.95 0.84 1.09 49.4
West: Mary Street
10 L2 All MCs 158 0.0 158 0.0 0.196 6.9 LOS A 1.4 9.5 0.77 0.66 0.77 52.9
12a R1 All MCs 540 0.0 540 0.0 0.614 13.3 LOS B 7.2 50.5 0.95 0.80 1.11 48.3
12 R2 All MCs 118 0.0 118 0.0 0.614 14.5 LOS B 7.2 50.5 0.95 0.80 1.11 48.3
12u U All MCs 21 0.0 21 0.0 0.614 17.0 LOS B 7.2 50.5 0.95 0.80 1.11 48.3
Approach 837 0.0 837 0.0 0.614 12.4 LOS B 7.2 50.5 0.91 0.78 1.04 49.1
All Vehicles 3042 0.0 3042 0.0 0.614 9.8 LOS A 7.2 50.5 0.80 0.71 0.87 50.7
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:17 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 59
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base+dev OP 2025 AM
Peak (Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 269 0.0 269 0.0 0.373 8.6 LOS A 2.8 19.8 0.88 0.73 0.88 51.8
2 T1 All MCs 253 0.0 253 0.0 0.522 8.5 LOS A 5.4 37.9 0.96 0.77 1.05 49.6
3b R3 All MCs 263 0.0 263 0.0 0.522 15.9 LOS B 5.4 37.9 0.96 0.77 1.05 48.8
3u U All MCs 4 0.0 4 0.0 0.522 17.1 LOS B 5.4 37.9 0.96 0.77 1.05 48.8
Approach 789 0.0 789 0.0 0.522 11.0 LOS B 5.4 37.9 0.93 0.76 1.00 50.0
SouthEast: Weyba Road
21b L3 All MCs 339 0.0 339 0.0 0.201 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 499 0.0 499 0.0 0.500 5.2 LOS A 4.4 31.0 0.78 0.61 0.78 52.5
23a R1 All MCs 137 0.0 137 0.0 0.500 10.5 LOS B 4.4 31.0 0.78 0.61 0.78 51.6
23u U All MCs 3 0.0 3 0.0 0.500 14.2 LOS B 4.4 31.0 0.78 0.61 0.78 51.6
Approach 978 0.0 978 0.0 0.500 5.2 LOS A 4.4 31.0 0.51 0.55 0.51 53.5
North: Weyba Road
7a L1 All MCs 101 0.0 101 0.0 0.221 12.0 LOS B 1.4 9.6 0.85 0.77 0.85 51.3
8 T1 All MCs 229 0.0 229 0.0 0.528 11.6 LOS B 5.1 35.5 0.99 0.87 1.18 48.9
9 R2 All MCs 122 0.0 122 0.0 0.528 17.7 LOS B 5.1 35.5 0.99 0.87 1.18 48.1
9u U All MCs 6 0.0 6 0.0 0.528 20.2 LOS C 5.1 35.5 0.99 0.87 1.18 48.1
Approach 459 0.0 459 0.0 0.528 13.5 LOS B 5.1 35.5 0.96 0.85 1.10 49.2
West: Mary Street
10 L2 All MCs 158 0.0 158 0.0 0.198 7.0 LOS A 1.4 9.6 0.77 0.67 0.77 52.8
12a R1 All MCs 540 0.0 540 0.0 0.621 13.6 LOS B 7.4 52.1 0.96 0.81 1.13 48.2
12 R2 All MCs 118 0.0 118 0.0 0.621 14.8 LOS B 7.4 52.1 0.96 0.81 1.13 48.2
12u U All MCs 21 0.0 21 0.0 0.621 17.3 LOS B 7.4 52.1 0.96 0.81 1.13 48.2
Approach 837 0.0 837 0.0 0.621 12.6 LOS B 7.4 52.1 0.92 0.79 1.06 49.0
All Vehicles 3063 0.0 3063 0.0 0.621 10.0 LOS A 7.4 52.1 0.80 0.71 0.88 50.6
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Wednesday, 16 July 2025 1:04:51 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 60
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Exiting 2022 PM Peak
(Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 297 0.0 297 0.0 0.419 9.0 LOS A 3.3 23.4 0.91 0.76 0.93 51.4
2 T1 All MCs 266 0.0 266 0.0 0.549 9.1 LOS A 6.0 42.0 0.98 0.80 1.11 49.4
3b R3 All MCs 268 0.0 268 0.0 0.549 16.5 LOS B 6.0 42.0 0.98 0.80 1.11 48.6
3u U All MCs 2 0.0 2 0.0 0.549 17.7 LOS B 6.0 42.0 0.98 0.80 1.11 48.6
Approach 834 0.0 834 0.0 0.549 11.5 LOS B 6.0 42.0 0.96 0.78 1.05 49.8
SouthEast: Weyba Road
21b L3 All MCs 347 0.0 347 0.0 0.206 3.1 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 491 0.0 491 0.0 0.526 6.6 LOS A 5.1 35.8 0.88 0.71 0.93 52.1
23a R1 All MCs 107 0.0 107 0.0 0.526 11.8 LOS B 5.1 35.8 0.88 0.71 0.93 51.2
23u U All MCs 4 0.0 4 0.0 0.526 15.6 LOS B 5.1 35.8 0.88 0.71 0.93 51.2
Approach 949 0.0 949 0.0 0.526 5.9 LOS A 5.1 35.8 0.56 0.61 0.59 53.3
North: Weyba Road
7a L1 All MCs 99 0.0 99 0.0 0.237 12.6 LOS B 1.5 10.4 0.87 0.79 0.87 50.8
8 T1 All MCs 245 0.0 245 0.0 0.648 16.1 LOS B 7.5 52.5 1.00 1.00 1.40 46.1
9 R2 All MCs 158 0.0 158 0.0 0.648 22.2 LOS C 7.5 52.5 1.00 1.00 1.40 45.4
9u U All MCs 9 0.0 9 0.0 0.648 24.7 LOS C 7.5 52.5 1.00 1.00 1.40 45.4
Approach 512 0.0 512 0.0 0.648 17.5 LOS B 7.5 52.5 0.98 0.96 1.30 46.7
West: Mary Street
10 L2 All MCs 206 0.0 206 0.0 0.259 7.1 LOS A 1.9 13.1 0.80 0.68 0.80 52.7
12a R1 All MCs 487 0.0 487 0.0 0.656 14.1 LOS B 8.4 59.0 0.98 0.84 1.19 47.8
12 R2 All MCs 201 0.0 201 0.0 0.656 15.4 LOS B 8.4 59.0 0.98 0.84 1.19 47.8
12u U All MCs 26 0.0 26 0.0 0.656 17.8 LOS B 8.4 59.0 0.98 0.84 1.19 47.8
Approach 921 0.0 921 0.0 0.656 12.9 LOS B 8.4 59.0 0.94 0.80 1.11 48.8
All Vehicles 3216 0.0 3216 0.0 0.656 11.2 LOS B 8.4 59.0 0.84 0.77 0.97 49.9
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:18 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 61
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base 2025 PM Peak
(Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 307 0.0 307 0.0 0.453 10.0 LOS B 3.8 26.9 0.94 0.79 1.01 50.7
2 T1 All MCs 276 0.0 276 0.0 0.591 10.4 LOS B 7.0 49.3 1.00 0.85 1.21 48.8
3b R3 All MCs 278 0.0 278 0.0 0.591 17.8 LOS B 7.0 49.3 1.00 0.85 1.21 48.1
3u U All MCs 2 0.0 2 0.0 0.591 19.0 LOS B 7.0 49.3 1.00 0.85 1.21 48.1
Approach 863 0.0 863 0.0 0.591 12.7 LOS B 7.0 49.3 0.98 0.83 1.14 49.2
SouthEast: Weyba Road
21b L3 All MCs 255 0.0 255 0.0 0.151 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 508 0.0 508 0.0 0.556 7.3 LOS A 5.8 40.6 0.91 0.74 1.00 51.9
23a R1 All MCs 112 0.0 112 0.0 0.556 12.5 LOS B 5.8 40.6 0.91 0.74 1.00 51.0
23u U All MCs 4 0.0 4 0.0 0.556 16.2 LOS B 5.8 40.6 0.91 0.74 1.00 51.0
Approach 879 0.0 879 0.0 0.556 6.7 LOS A 5.8 40.6 0.64 0.65 0.71 52.9
North: Weyba Road
7a L1 All MCs 102 0.0 102 0.0 0.259 13.4 LOS B 1.6 11.5 0.89 0.81 0.89 50.3
8 T1 All MCs 254 0.0 254 0.0 0.710 20.2 LOS C 9.1 63.9 1.00 1.10 1.55 43.9
9 R2 All MCs 163 0.0 163 0.0 0.710 26.3 LOS C 9.1 63.9 1.00 1.10 1.55 43.3
9u U All MCs 9 0.0 9 0.0 0.710 28.8 LOS C 9.1 63.9 1.00 1.10 1.55 43.3
Approach 528 0.0 528 0.0 0.710 20.9 LOS C 9.1 63.9 0.98 1.04 1.43 44.8
West: Mary Street
10 L2 All MCs 214 0.0 214 0.0 0.276 7.3 LOS A 2.0 14.2 0.82 0.69 0.82 52.6
12a R1 All MCs 505 0.0 505 0.0 0.700 15.5 LOS B 9.9 69.4 1.00 0.90 1.29 47.0
12 R2 All MCs 208 0.0 208 0.0 0.700 16.8 LOS B 9.9 69.4 1.00 0.90 1.29 47.0
12u U All MCs 27 0.0 27 0.0 0.700 19.2 LOS B 9.9 69.4 1.00 0.90 1.29 47.0
Approach 955 0.0 955 0.0 0.700 14.1 LOS B 9.9 69.4 0.96 0.86 1.19 48.1
All Vehicles 3225 0.0 3225 0.0 0.710 12.8 LOS B 9.9 69.4 0.88 0.82 1.08 49.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:18 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 62
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base+dev OP 2025 PM
Peak (Weekday) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 307 0.0 307 0.0 0.453 10.0 LOS B 3.8 26.9 0.94 0.79 1.01 50.7
2 T1 All MCs 276 0.0 276 0.0 0.602 10.7 LOS B 7.3 51.3 1.00 0.87 1.22 48.6
3b R3 All MCs 288 0.0 288 0.0 0.602 18.1 LOS B 7.3 51.3 1.00 0.87 1.22 47.9
3u U All MCs 2 0.0 2 0.0 0.602 19.3 LOS B 7.3 51.3 1.00 0.87 1.22 47.9
Approach 874 0.0 874 0.0 0.602 12.9 LOS B 7.3 51.3 0.98 0.84 1.15 49.1
SouthEast: Weyba Road
21b L3 All MCs 371 0.0 371 0.0 0.220 3.1 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 508 0.0 508 0.0 0.556 7.3 LOS A 5.8 40.6 0.91 0.74 1.00 51.9
23a R1 All MCs 112 0.0 112 0.0 0.556 12.5 LOS B 5.8 40.6 0.91 0.74 1.00 51.0
23u U All MCs 4 0.0 4 0.0 0.556 16.2 LOS B 5.8 40.6 0.91 0.74 1.00 51.0
Approach 995 0.0 995 0.0 0.556 6.3 LOS A 5.8 40.6 0.57 0.63 0.63 53.2
North: Weyba Road
7a L1 All MCs 102 0.0 102 0.0 0.261 13.6 LOS B 1.7 11.6 0.90 0.81 0.90 50.2
8 T1 All MCs 254 0.0 254 0.0 0.718 21.1 LOS C 9.4 65.7 1.00 1.12 1.58 43.5
9 R2 All MCs 163 0.0 163 0.0 0.718 27.2 LOS C 9.4 65.7 1.00 1.12 1.58 42.9
9u U All MCs 9 0.0 9 0.0 0.718 29.7 LOS C 9.4 65.7 1.00 1.12 1.58 42.9
Approach 528 0.0 528 0.0 0.718 21.7 LOS C 9.4 65.7 0.98 1.06 1.45 44.4
West: Mary Street
10 L2 All MCs 214 0.0 214 0.0 0.279 7.4 LOS A 2.1 14.4 0.83 0.69 0.83 52.6
12a R1 All MCs 505 0.0 505 0.0 0.709 15.9 LOS B 10.2 71.7 1.00 0.92 1.32 46.7
12 R2 All MCs 208 0.0 208 0.0 0.709 17.2 LOS B 10.2 71.7 1.00 0.92 1.32 46.7
12u U All MCs 27 0.0 27 0.0 0.709 19.7 LOS B 10.2 71.7 1.00 0.92 1.32 46.7
Approach 955 0.0 955 0.0 0.709 14.4 LOS B 10.2 71.7 0.96 0.87 1.21 47.9
All Vehicles 3352 0.0 3352 0.0 0.718 12.8 LOS B 10.2 71.7 0.85 0.82 1.06 49.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Wednesday, 16 July 2025 1:04:51 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 63
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Exiting 2022 PM Peak
(Weekend) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 207 0.0 207 0.0 0.255 7.4 LOS A 1.8 12.4 0.78 0.68 0.78 52.6
2 T1 All MCs 286 0.0 286 0.0 0.512 7.4 LOS A 4.9 34.4 0.89 0.74 0.94 50.1
3b R3 All MCs 278 0.0 278 0.0 0.512 14.8 LOS B 4.9 34.4 0.89 0.74 0.94 49.4
3u U All MCs 3 0.0 3 0.0 0.512 16.0 LOS B 4.9 34.4 0.89 0.74 0.94 49.4
Approach 775 0.0 775 0.0 0.512 10.1 LOS B 4.9 34.4 0.86 0.72 0.90 50.5
SouthEast: Weyba Road
21b L3 All MCs 275 0.0 275 0.0 0.163 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 421 0.0 421 0.0 0.414 4.9 LOS A 3.4 23.5 0.71 0.58 0.71 52.8
23a R1 All MCs 126 0.0 126 0.0 0.414 10.2 LOS B 3.4 23.5 0.71 0.58 0.71 51.9
23u U All MCs 1 0.0 1 0.0 0.414 13.9 LOS B 3.4 23.5 0.71 0.58 0.71 51.9
Approach 823 0.0 823 0.0 0.414 5.1 LOS A 3.4 23.5 0.47 0.53 0.47 53.7
North: Weyba Road
7a L1 All MCs 132 0.0 132 0.0 0.240 10.5 LOS B 1.5 10.5 0.83 0.74 0.83 52.2
8 T1 All MCs 172 0.0 172 0.0 0.421 8.6 LOS A 3.4 23.6 0.91 0.77 0.94 50.2
9 R2 All MCs 139 0.0 139 0.0 0.421 14.7 LOS B 3.4 23.6 0.91 0.77 0.94 49.4
9u U All MCs 4 0.0 4 0.0 0.421 17.2 LOS B 3.4 23.6 0.91 0.77 0.94 49.4
Approach 446 0.0 446 0.0 0.421 11.1 LOS B 3.4 23.6 0.89 0.76 0.91 50.5
West: Mary Street
10 L2 All MCs 189 0.0 189 0.0 0.243 7.4 LOS A 1.7 12.1 0.80 0.68 0.80 52.7
12a R1 All MCs 445 0.0 445 0.0 0.566 13.0 LOS B 6.2 43.3 0.95 0.78 1.06 48.5
12 R2 All MCs 146 0.0 146 0.0 0.566 14.3 LOS B 6.2 43.3 0.95 0.78 1.06 48.5
12u U All MCs 11 0.0 11 0.0 0.566 16.7 LOS B 6.2 43.3 0.95 0.78 1.06 48.5
Approach 792 0.0 792 0.0 0.566 11.9 LOS B 6.2 43.3 0.91 0.76 1.00 49.4
All Vehicles 2836 0.0 2836 0.0 0.566 9.3 LOS A 6.2 43.3 0.77 0.68 0.80 51.0
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:19 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 64
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base 2025 PM Peak
(Weekend) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 215 0.0 215 0.0 0.272 7.7 LOS A 1.9 13.5 0.81 0.69 0.81 52.4
2 T1 All MCs 297 0.0 297 0.0 0.546 8.2 LOS A 5.7 39.9 0.93 0.77 1.03 49.8
3b R3 All MCs 288 0.0 288 0.0 0.546 15.6 LOS B 5.7 39.9 0.93 0.77 1.03 49.0
3u U All MCs 3 0.0 3 0.0 0.546 16.8 LOS B 5.7 39.9 0.93 0.77 1.03 49.0
Approach 803 0.0 803 0.0 0.546 10.7 LOS B 5.7 39.9 0.89 0.75 0.97 50.2
SouthEast: Weyba Road
21b L3 All MCs 285 0.0 285 0.0 0.169 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 437 0.0 437 0.0 0.436 5.0 LOS A 3.6 25.4 0.73 0.59 0.73 52.7
23a R1 All MCs 131 0.0 131 0.0 0.436 10.3 LOS B 3.6 25.4 0.73 0.59 0.73 51.8
23u U All MCs 1 0.0 1 0.0 0.436 14.0 LOS B 3.6 25.4 0.73 0.59 0.73 51.8
Approach 854 0.0 854 0.0 0.436 5.2 LOS A 3.6 25.4 0.49 0.54 0.49 53.6
North: Weyba Road
7a L1 All MCs 137 0.0 137 0.0 0.262 11.1 LOS B 1.7 11.8 0.85 0.76 0.85 51.9
8 T1 All MCs 178 0.0 178 0.0 0.458 9.6 LOS A 3.9 27.6 0.94 0.81 1.03 49.8
9 R2 All MCs 144 0.0 144 0.0 0.458 15.7 LOS B 3.9 27.6 0.94 0.81 1.03 49.0
9u U All MCs 4 0.0 4 0.0 0.458 18.2 LOS B 3.9 27.6 0.94 0.81 1.03 49.0
Approach 463 0.0 463 0.0 0.458 12.0 LOS B 3.9 27.6 0.92 0.79 0.98 50.1
West: Mary Street
10 L2 All MCs 197 0.0 197 0.0 0.261 7.6 LOS A 1.9 13.3 0.83 0.70 0.83 52.5
12a R1 All MCs 461 0.0 461 0.0 0.606 14.1 LOS B 7.2 50.5 0.98 0.82 1.16 47.9
12 R2 All MCs 152 0.0 152 0.0 0.606 15.3 LOS B 7.2 50.5 0.98 0.82 1.16 47.9
12u U All MCs 11 0.0 11 0.0 0.606 17.8 LOS B 7.2 50.5 0.98 0.82 1.16 47.9
Approach 820 0.0 820 0.0 0.606 12.8 LOS B 7.2 50.5 0.95 0.79 1.08 48.9
All Vehicles 2940 0.0 2940 0.0 0.606 9.9 LOS A 7.2 50.5 0.79 0.71 0.86 50.7
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 15 July 2025 3:40:19 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
Page 65
MOVEMENT SUMMARY
Site: 101 [Weyba Road_Mary Street - Base+dev OP 2025 PM
Peak (Weekend) (Site Folder: Site 4)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
Mov Turn Mov Demand Arrival Deg. Aver. Level of 95% Back Of Prop. Eff. Aver. Aver.
ID Class Flows Flows Satn Delay Service Queue Que Stop No. of Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ] Rate Cycles
veh/h % veh/h % v/c sec veh m km/h
South: Reed Street
1 L2 All MCs 215 0.0 215 0.0 0.272 7.7 LOS A 1.9 13.5 0.81 0.69 0.81 52.4
2 T1 All MCs 297 0.0 297 0.0 0.556 8.4 LOS A 5.9 41.4 0.93 0.78 1.05 49.7
3b R3 All MCs 299 0.0 299 0.0 0.556 15.7 LOS B 5.9 41.4 0.93 0.78 1.05 48.9
3u U All MCs 3 0.0 3 0.0 0.556 17.0 LOS B 5.9 41.4 0.93 0.78 1.05 48.9
Approach 814 0.0 814 0.0 0.556 10.9 LOS B 5.9 41.4 0.90 0.76 0.99 50.1
SouthEast: Weyba Road
21b L3 All MCs 296 0.0 296 0.0 0.176 3.0 LOS A 0.0 0.0 0.00 0.44 0.00 56.0
21a L1 All MCs 437 0.0 437 0.0 0.437 5.0 LOS A 3.6 25.5 0.73 0.59 0.73 52.7
23a R1 All MCs 131 0.0 131 0.0 0.437 10.3 LOS B 3.6 25.5 0.73 0.59 0.73 51.8
23u U All MCs 1 0.0 1 0.0 0.437 14.0 LOS B 3.6 25.5 0.73 0.59 0.73 51.8
Approach 864 0.0 864 0.0 0.437 5.2 LOS A 3.6 25.5 0.48 0.54 0.48 53.6
North: Weyba Road
7a L1 All MCs 137 0.0 137 0.0 0.265 11.3 LOS B 1.7 12.0 0.86 0.76 0.86 51.8
8 T1 All MCs 178 0.0 178 0.0 0.464 9.9 LOS A 4.0 28.3 0.95 0.81 1.05 49.6
9 R2 All MCs 144 0.0 144 0.0 0.464 16.0 LOS B 4.0 28.3 0.95 0.81 1.05 48.9
9u U All MCs 4 0.0 4 0.0 0.464 18.5 LOS B 4.0 28.3 0.95 0.81 1.05 48.9
Approach 463 0.0 463 0.0 0.464 12.3 LOS B 4.0 28.3 0.92 0.80 0.99 50.0
West: Mary Street
10 L2 All MCs 197 0.0 197 0.0 0.264 7.7 LOS A 1.9 13.6 0.84 0.70 0.84 52.4
12a R1 All MCs 461 0.0 461 0.0 0.614 14.4 LOS B 7.4 52.1 1.00 0.83 1.19 47.7
12 R2 All MCs 152 0.0 152 0.0 0.614 15.6 LOS B 7.4 52.1 1.00 0.83 1.19 47.7
12u U All MCs 11 0.0 11 0.0 0.614 18.1 LOS B 7.4 52.1 1.00 0.83 1.19 47.7
Approach 820 0.0 820 0.0 0.614 13.1 LOS B 7.4 52.1 0.96 0.80 1.11 48.7
All Vehicles 2961 0.0 2961 0.0 0.614 10.0 LOS B 7.4 52.1 0.80 0.71 0.87 50.6
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Wednesday, 16 July 2025 1:04:50 PM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9
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