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Response to Information Request 10-6-2025 Traffic impact assessment · OPW25/0042
13 May 2025 Our Ref: 22BRT0122_LT01_A Council Ref: OPW25/0042 SARA Ref: Attention: Daniel Cooper DPC Dear Daniel, RE: Proposed Resort Complex – 3-7 Serenity Close, Noosa Response to Economic Development Queensland (EDQ) 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. All issues are summarised in the below table. 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. Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex 1 Reference: 22BRT0122
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Colliers Response Item 9(a) – Road safety Audit The expected traffic generation as a result of the traffic as a result of earthworks is expected to be very low and a Road Safety Audit does need seem to be warranted. 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. For ‘Distributor’ roads and the majority of ‘Collector’ road types, pavements are designed to have 1x 106 Equivalent Standard Axles (ESA’s) of pavement strength. 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 gross vehicle mass limit of 12 – 13 tonnes and a carrying capacity of 8 – 10m3 of material. Assuming an average haulage capacity of 10m3, there would approximately 180 loaded and unloaded vehicle movements from and to the subject site respectively. The total period of haulage is estimated at 60 days – equivalent to ~100,000m3 total soil removed. From the Department of Transport and Main Roads (DTMR) Guide to Traffic Impact Assessment Practice Note: Pavement Impact Assessment the respective truck pavement loadings for these movements are 0.5 ESA’s unloaded and 4.09 ESA’s loaded. Applying these values to the number of movements results in total pavement loadings to the projected number of trucks movements, results in a total pavement loading of 5,000 ESA’s in the unloaded direction and 41,000 ESA’s in the loaded direction. 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 less than the 5% threshold as outlined in DTMR’s documentation. Therefore, the relative pavement impact of truck movements for the Bulk Earthworks of the subject development will be negligible and no amelioration is required. Item 9(c) – Traffic Management Plan Refer to Avada Traffic – Traffic Management Plan Item 9(d) – Proposed Haulage Route Refer to Avada Traffic – Traffic Management Plan Item 9(e) – Receiving Location Refer to Avada Traffic – Traffic Management Plan Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
Page 3
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.
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
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 rates is based on a ‘first principles’ basis. It is anticipated that there
will be 180 trucks per day. Only 10 (ten) vehicles per hour (vph) are expected in both the AM/ PM Peaks.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 4
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.
K atharina Street
TRAFFIC NETWORK DIAGRAM
Traffic Distribution
ALL VEHICLES Serenity Close
Banksia Avenue
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
50%
50%
DEVELOPMENT SITE 0% 0% 0% 50%
0% 50% 50% 50%
0%
0%
Cor al Tr ee Avenue
Gr ant Road
0% 50% 50% 50% 50%
0% 0% 0% 0% 50%
50% 50% 50% 0% 50%
Noosa Drive
50% 50% 50%
Sunshine Beac h Road
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.
K atharina Street
TRAFFIC NETWORK DIAGRAM 3
Traffic Generation OPW
ALL VEHICLES Serenity Close
Banksia Avenue
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
5
5
DEVELOPMENT SITE 5
0 5 5 5
0
0
Cor al Tr ee Avenue
Gr ant Road
0 5.0 5.0 5.0 5.0
0 0 0 0 5.0
5.0 5.0 5.0 0.0 5.0
Noosa Drive
5.0 5.0 5.0
Sunshine Beac h Road
Figure 1-2: Traffic Generation (vph)
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 5
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.
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.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 6
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).
• Noosa Drive / Coral Tree Avenue Roundabout
• Noosa Drive / Sunshine Beach Road Roundabout
• Grant Street / Banksia Avenue Roundabout
Analysis of Noosa Drive / Coral Tree Avenue
Figure 3-1 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.
Figure 3-1: Noosa Drive / Coral Tree Avenue 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 weekends) 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 7
Table 3-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical
Queue (m)
Overal Worst Movement Overall Worst Noosa Coral Noosa
l Movement Drive Tree Dr (W)
(E) Ave (N)
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 19 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 31 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 24 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 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 1 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 3-2 overleaf 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.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 8
Figure 3-2: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout 3.2.1 Analysis Results The results of the SIDRA analysis for the 2022 Existing, 2025 Base and 2025 Base + Development scenarios (both weekdays and weekends) are summarised in Table 3-2 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 9
Table 3-2: 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 15 m
2025 Base 43% 9 sec 21 sec (UT Grant St N) A B 21 m 26 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 4m 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 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
1m (less than 1 vehicle length - approx. 6.0m).
Based on this assessment, the proposed development 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.
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 3-3 overleaf from
Avada Traffic’s Traffic Management Plan (TMP). All Earthworks traffic will be turning in / out from the Grant
Street eastern approach and Banksia Avenue northern approach. Therefore, the intersection will remain as
per the existing arrangement.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 10
Figure 3-3 - Construction Access Points (Ref - Avada Traffic TMP) The Sidra layout for the Grant Street / Banksia Avenue roundabout intersection is shown in Figure 3-4. Figure 3-4: Grant Street / Banksia Avenue SIDRA Layout Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
Page 11
The results of the SIDRA analysis for the 2025 Base + Earthworks scenarios (both weekdays and weekends)
are summarised in Table 3-3. Detailed SIDRA output data is also included in Attachment C – SIDRA Outputs.
Table 3-3: 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
operational metrics, with no significant change to average intersection delay and queuing.
Based on this assessment, the Earthworks traffic is considered to have no adverse impact on the operations
of this roundabout.
Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex
Reference: 22BRT0122
Page 12
Summary The traffic engineering aspects of the Earthworks traffic impact assessment are considered to adequately address the transport-related Requests for Information from Council. 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 Senior Associate Director | RPEQ #23854 Colliers International Engineering & Design (TTMC) Pty Ltd Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex Reference: 22BRT0122
Page 13
(Oy lies
Attachment A — Survey Data
Site 1 — Noosa Drive/ Coral Tree Avenue
Weekday (Friday)
I Coral Tree Ave — Noosa Dr = Noosa Dr [> J _— Intersection Totals
Movement | Nth App-Left | Nh App- Right [Nth App - UTurn [Nth Total Peds Movement [Est App - Straight] Est App - Right | Est App- UTurn Est Total| Peds Movement | Wst App - Left _Wst App - Straight Wst App - UTurn|Wst Total] Peds [15 Minute [15 Mnute [15 Minute Hourly
Time Light |HeavyTotal| Light HeavyTotall Light HeavyTotal| Vehicles | EB WB Time Light |HeavyTotal| Light HeavyTotal] Light HeavyTotal| Vehicles | NB |SB Time Light Heavy Total] Light |HeavyTotal| Light HeavyTotal|Vehicles | NB |SB Time (15 min)| Total Vehicles | Light Vehicles [Heavy Vehicles} Time (Hr) | Total Vehicles
oe:30-0645 | 1 | 0 | 1 {o] 0} ofo)olo 1 o [0 06:30-06:45 | 20) 0 | | 2/0) 2/2 0/2) 2 | oo 06:30-0645 | 0 | 0 | o | 22) 2 | 24/0 | oj] o| 2 fo} o 06:30 - 06:45 | 47 2 06:30 - 07:30 287
06:45 - o;ofofolo;ofofolol o ov4 -o700 | 24) 0 | afi) oj, 1] 4/3) 7{ 3 fol o 1) ofa fst tayo; oy oy 32 fo 06:45 - 07:00 60 4 06:45 - 07:45 335
07:00 - tioj;ifopolofololo 1 0 [0 -o7i5 | 30, 1/31/71 )/0,1/5/1,) 6! 38 | 0] 0 30) 3 [39/0 39f/ 1/0] 4 4 [oo 07:00 - 07:15 80 2 07:00 - 08:00 370
07:15 - oj tf afi fo p1to foto 2 o [0 -o730 | 37, 1 | 38/2) 1, 3/5/05] 4 | 0/0 3.0) 3 [35/4 39) 1/1] 2] 44 [ojo 07:15 - 07:30 84 8 07:15 - 08:15, 403
07:30 - TPo;i{s>o;sfololol 4 1/0 -o745 | 39 3 | 42/1 )/0,/1/3/)1/)4/ 4 [ol o 40/4] 39/3) 4a2{of;o;of; 4 [oo 07:30 - 07:45 90 7 07:30 - 08:30 464
07:45 2 o0;/2;1)o 1f}o oto 3 o [0 -o800 | 38 1 | 39/10 1/4/04] 44 | o| 0 1 ovate ost] oo} o}] 52 fofo 07:45 - 08:00 98 1 07:45 - 08:45 509
08:00 - 3 0; 3/i1)/o;1tfofolol 4 0 [0 -0815 | 47) 1 | 48/0) 0) of 12/1/13] 6 | o| 0 20/2 {47/1 />4a/ofo/;of 50 [ot 08:00 - 08:15, 112 3 08:00 - 09:00 613
08:15 - 3 0/31) o0 1]/o;o;o] 4 0 [0 -08:30 | 67, 5 | 72/0) 0 of} 10/0 | 10] a2 | 0 | 0 4/0) 4/e|2/e]ofo;o/ 6 [ol] o 08:15 - 08:30 146 7 08:15 - 09:15 705
08:30 - 2 o0;/2/3/)0 > 3/0 /o/0 5 o [0 -0845 | 59 1 |60/ 2) 0 2/1) 0, m/ 73 | 0] 0 0830-0845 | 1 | 0 | 1 | s59| 4) os} 0 | 0 |o|} 6 [ojo 08:30 - 08:45 137 5 08:30 - 09:30 772
08:45 - 5) 0/5 4/0; 4}]ofo;o] 9 1/0 -o9:00 | 83 5 | a8] 5 0 | 5 | 14) 1 | 15] tos | 0 | 0 0845-0900] 7 | 0 | 7 | 76/3 | 79} 0} 0} of} e | o/ oO 08:45 - 09:00 194 9 08:45 - 09:45 849
09:00 - 09:15 200 7 (09:00 - 10:00 897
09:15 - 09:30 218 2 09:15 - 10:15, 690
AMTOTAL | 33) 2 | 35 | 34/1 35/0 | 0 | oO] 7 | 3 2 AMTOTAL | 795 | 26 | 821/ 33 2 | 35 | 134) 10 | 144/ 1000 | 0 | 0 AMTOTAL | 33 | 2 | 35 |852| 32 /884| 2 | 2 | 4 | 923 | 0 | 1 ‘AM TOTAL 1916 7 ‘AM TOTAL nla
LaAmPeak [15 1 | 16] 20/1 | 21] 0 | oo | o | 37 [1/144] | AMPeak | 351) 8 | 359/18) 1 | 19] 64] 3 | 67] 445 | 0 | 0 | | AMPeak | 7 | 2 | 9 | 393) 12/405] 0 | 1) 1] 415 | o | 0 | AMPeak 868 29 AMPeak nia
15:00-15:15[ 4] 0/4 /9]o0/ 9 fol]o]o 15:00 - 15:15 | 151| 1 [152] 1 | 0 | 4 [ 22] 0 | 22 0] 0 15:00 - 15:15 | 3 3 [7] 2/72] 0/]/o0]o] 2 | ojo 15:00 - 15:15 260 3 15:00- 16:00| 1064
15:15 - 15:30 289 4 15:15- 16:15 [1113
15:30 - 15:45 241 7 15:30-16:30| 1076
15:45 - 16:00 259 1 15:45-16:45| 1086
16:00 - 16:15 308 4 16:00- 17:00 1098
4 o0}4fo;o}ofo 0 5 | 0 16:15 - 16:30 16:15 - 16:30 256 0 16:15-17:15| 1035
2 o0;2 [7/07] 0 2 5 [0 16:30 - 16:45 16:30 - 16:45 253 5 16:30-17:30| 1000
5) 0/5 /6/o;6]o 1 5 | 0 16:45 - 17:00 271 1 16:45 - 17:45 953
1io;ifalolato 2 4/0 17:00 - 17:15 246 3 17:00 - 18:00 876
3) 0; 3f[1/o;ifo 0 5 | 0 17:15 - 17:30 221 0 17:15 - 18:15 627
oo; ofol2;o;2to 0 20 17:30 - 17:45 209 2 17:30 - 18:30 406
5 0} s{[o;o); of o 3 1/0 17:45 - 18:00 192 3 17:45 - 18:45 195
34/2 | 36 | 36/ 0 | 36] 0 17 43 [0 PM TOTAL 3038 3005 33 PM TOTAL nia
ol 2,2] 7/ol7]o 8 15 | 0 PMPeak: [1113 1097, 16 PM Peak: nia
Weekend (Saturday)
Coral Tree Ave — = Noosa Dr > tT — Intersection Totals
Movement Nth App - Nth App- UTurn [Nth Total] Peds Movement [Est 5 ~UTurn [Est Total] Peds Movement | Wst App -Left_Wst App - Wst App - UTurn]Wst Total] Peds [_15 Minute] 1SMnute | 15Minute Hourly
Time otallVehicles | EB [WB Time otallVehicles | NB [SB Time otal ota tall Vehicles | NB [SB Time (15 min)| Total Vehicles | Light Vehicles [Heavy Vehicles| Time (Hr) _| Total Vehicles
10:00 - 0 10 0 0 10:00 - 10:15 0 | 14] 121 of 0 3 3 | 116 117 0 120 1 (257) 249 2 10:00 - 11:00 981
10:15 - 7 o fo 10:15 - 10:30 o | 47 | 137 2 94 94 96 0 \mm240_| 238 2 10:15 -1 1008
10:30 7 o fo 10:30 - 10:45 o | 22] 146 1 94 98 100 0 \G2s3 248 5 10:30 - 11:30 1043
10:45 - 14 o | 15 | 115 4 103 108 0 (mn 237_] 236 1 10:45 - 1 1055
11:00 - 7 0 | 15 | 139 11:00- 14:15 |_5 125 127 132 | 0 274 4 11:00 - 1 1034
11:15 - 8 11:15 - 11:30 0 | 26 | 151 11:15 - 11:30 | 2 114 116 0 | Sa 274 1 11:15 - 12:15 1041
11:30 - 9 1 | 22 | 144 11:30- 11:45 [4 112 | 0 |mmmnaes 261 4 11:30 - 1 1049
11:45 - 7 0 | 17 | 108 2 wor | 0 |mm276 | 213 3 14:45 - 1 1033
12:00 - 4 0 | 25 | 147 6 134 0 (mass | 279 6 12:00 - 1: 1074
12:15 - 6 16 | 149 12:15 - 12:30 | 1 128 | 1 283 0 12:15 -1 1053
12:30 - 8 12:30 - 12:45 23 | 137 12:30 - 12:45 | 2 104 0 | Sc 247 2 12:30 - 13:30 1030
12:45 - 6 12:45 - 13:00 27 | 145 12:45 - 13:00 | 2 106 | 0 257 0 12:45 - 1 1054
\mumn64 260 4 13:00 - 1 1095
|mamn260_—_] 259 1 13:15 - 14:15 831
| Se 269 4 13:30 - 1 571
295 3 13:45 - 14% 298
4184 4142 42 TOTAL nia
[1095 1083 12 Peak Hr: nia
Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex 13
Reference: 22BRT0122
Page 14
(Oy lies Site 2 — Grant Street/ Noosa Drive/ Sunshine Beach Road Weekday (Friday) Sunshine Beach Rd Intersection Totals (06:30 - 06:45 33 (06:45 - 07:00 59 5 43 (06:30 - 06:45 (06:45 - 07:00 (07:45 - 08:00 (07:45 - 08:00 (07:45 - 08:00 (07:45 - 08:00 (07:45 - 08:00 (08:00 - 08:15 (08:00 - 08:15 (08:00 - 08:15 (08:00 - 08:15 (08:00 - 08:15 (09:15 - 09:30 09:15 - 10:15 ‘AM TOTAL ‘AM TOTAL ‘AM TOTAL ‘AM TOTAL ‘AM TOTAL ‘AM TOTAL 15:15- 1530 15330-1545 16:30- 16-45 0 16:30- 16-45 0 1630-1645 | 67 5 1630-1645 16330-1645 16:45- 17:00 16:45 - 17:00 16:45- 17.00 | 20 16:45 - 17:00 6 16:45- 17.00 17:00- 17:15 0 17:00- 17:15 0 17:00- 17:15 | 108 17:00- 17:15 17:00- 17:15 = : : 9 E : PM TOTAL PAI Peak: PAI Peak: PuPeak: Weekend (Saturday) Sunshine Beach Rd Intersection Totals Time Time Time Time Time Total Vehicles | Light Vehicles TolalVehicles 70:00 - 10:15 10:00 - 10:15 3 | 85 7000 10:15 6 1000 - 10:15 44 10:00 10:15 = 1100] 1668 10:15 - 10:30 10:15 - 10:30 5 fas 10:15 - 10:30 10:15 - 10:30 45 10:15- 10:30 tns| 1657 5 B 7 B E E 1688 1115-110 1115-1130 1115-1130 1115-1130 1115-1130 12:15 1:30-1:45 1130-1145 6 1130-1145 6 1130-1145 1130-1145 12:30 12:45 - 13:00 1245 - 13:00 13:00- 13:15 Peak Hr Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122
Page 15
(Oy lies ee Site 3- Grant Street/ Banksia Avenue Weekday (Friday) Banksia Ave Banksia Ave _— I T _— Intersection Totals Movement Nth - Left [Nth : Nth - UTurn | Nth Total Peds Movement |Sth Sth - Sth - UTurn | Sth Total Peds Movement Est - UTurn | Est Total Peds I 15 Minute 15 Minute 15 Minute Hourly Time ‘otal|Vehicles | EB Time ‘otal|Vehicles | EB Time ota! ‘otal|Vehicles Time (15 min)} Total Vehicles | Light Vehicles |Heavy Vehicles} Time (Hr) | Total Vehicles 06:30 - 06:45 | 5 0 5 0 06:30 - 06:45, 1 0 06:30 - 06:45, 5 6 ail 06:30 - 06:45 |M_17 16 1 06:30 - 07:30 53 06:45 - 07:00 | 6 6 0 06:45 - 07:00 0 06:45 - 07:00 5 5 5 06:45 - 07:00 |] 11 11 0 06:45 - 07:45 58 07:00 - 07:15 9 9 0 07:00 - 07:15 0 07:00 - 07:15 4 5 8 07:00- 07:15 |M_17 15 2 60 07:15- 07:30 | 4 4 0 07:15 - 07:30 0 07:15 - 07:30 3 3 4 07:15- 07:30 |) 8 8 0 64 07:30 - 07:45 | 11 ai 0 07:30 - 07:45 0 07:30 - 07:45 9 10 ai 07:30 - 07:45 21 1 80 07:45 - 08:00 | 6 6 0 07:45 - 08:00 0 07:45 - 08:00 6 7 7 07:45 - 08:00 |] 12 1 79 08:00 - 08:15 | 10 10 0 08:00 - 08:15. 0 08:00 - 08:15. 6 7 10 08:00 - 08:15 20 1 92 08:15 - 08:30 | 8 9 0 08:15 - 08:30 0 08:15 - 08:30 13, 13 15 08:15 - 08:30 23 1 98 08:30 - 08:45 21 0 110 08:45 - 09:00 26 0 89 09:00 - 09:15 27 0 63 09:15 - 09:30 36 0 5 5 36 AM TOTAL AM TOTAL AM TOTAL AM TOTAL 236 7 AM TOTAL nia AM Peak AM Peak AM Peak AM Peak 110 0 AM Peak nia 15:00 - 15:15 26 0 15:00 - 16:00 107 15:15 - 15:30 28 1 1 - 16:15 101 15:30 - 15:45 23 1 99 15:45 - 16:00 28 0 99 16:00 - 16:15 | 10 10 ) 10 16:00 - 16:15 16:00 - 16:15 4 4 0 16:00 - 16:15 20 0 99 16:15 - 16:30 9 9 0 9 16:15 - 16:30 16:15 - 16:30 7 7 0 16:15 - 16:30 27 0 100 16:30 - 16:45 5 6 0 6 16:30 - 16:45 16:30 - 16:45 4 4 2 16:30 - 16:45 22 2 93 16:45- 17:00 | 5 5 0 5 16:45 - 17:00 16:45 - 17:00 6 6 0 16:45 - 17:00 28 0 96 17:00 - 17:15 5 5 0 5 17:00 - 17:15 17:00 - 17:15 4 4 0 17:00 - 17:15 21 0 90 17:15 - 17:30 8 8 ) 8 17:15 - 17:30 17:15 - 17:30 4 4 2 17:15 - 17:30 20 0 69 17:30 - 17:45 | 12 12 0 12 17:30 - 17:45 17:30 - 17:45 5 5 0 17:30 - 17:45 27 0 ‘ 49 17:45 - 18:00 7 7 0 7 17:45 - 18:00 17:45 - 18:00 1 1 5 17:45 - 18:00 22 0 17:45 - 18:45 22 PM TOTAL | 104 105 0 106 PM TOTAL PM TOTAL 46 48 13 PM TOTAL 292 4 PM TOTAL nia PM Peak: 43 43 0 44 PM Peak: PM Peak: 11 13 4 PM Peak: 105 2 PM Peak: nia Weekend (Saturday) Banksia Ave Banksia Ave _— Grant St I T _— Intersection Totals Movement | Nth App-Left [Nth App - Nth App- UTurn [Nth Total] Peds Movement Sth App - Sth App - U Turn | Sth Total Movement | Est = ~ UTurn [Est Total 15 Minute | 15 Minute Hourly Time ota otal) ‘otal|Vehicles | EB |WB Time ota! ‘otal|Vehicles | EB |WB Time ota! otal] Vehicles Time (15 min)| Total Vehicles | Light Vehicles |Heavy Vehicles} Time (Hr) | Total Vehicles 10:00 - 10:15 0 16 0 0 0 0 0 16 0 0 10:00 - 10:15 0 0 0 0 0 0 0 10:00 - 10:15 8 0 5 13 10:00 - 10:15 29 0 10:00 - 11:00 108 10:15 - 10:30 27 0 1 - 11:15 112 10:30 - 10:45 23 2 104 10:45 - 11:00 27 0 99 11:00 - 11:15 33 0 90 11:15 - 11:30 9 1 11:15 - 11:30 11:15 - 11:30 5 11:15 - 11:30 19 0 67 11:30 - 11:45 4 0 11:30 - 11:45 11:30 - 11:45 5 11:30 - 11:45 20 0 81 11:45 - 12:00 6 0 11:45 - 12:00 11:45 - 12:00 1 11:45 - 12:00 18 0 86 12:00 - 12:15 2 0 12:00 - 12:15 12:00 - 12:15 2 12:00 - 12:15 10 0 98 12:15 - 12:30 15 0 12:15 - 12:30 12:15 - 12:30 1 12:15 - 12:30 32 1 107 12:30 - 12:45 6 o 12:30 - 12:45 12:30 - 12:45 3 12:30 - 12:45 25 0 93 12:45 - 13:00 15 0 12:45 - 13:00 12:45 - 13:00 4 12:45 - 13:00 30 0 88 13:00 - 13:15 4 0 13:00 - 13:15 13:00 - 13:15 2 13:00 - 13:15 18 1 78 13:15 - 13:30 6 0 13:15 - 13:30 13:15 - 13:30 1 13:15 - 13:30 19 0 59 13:30 - 13:45 7 o 13:30 - 13:45 13:30 - 13:45 1 13:30 - 13:45 20 0 40 13:45 - 14:00 4 0 13:45 - 14:00 13:45 - 14:00 9 13:45 - 14:00 20 0 20 TOTAL 1 TOTAL TOTAL 54 TOTAL 370 4 nla Peak Hr: 0 Peak Hr: Peak Hr: 15, Peak Hr: | 112 110 2 nia Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122
Page 16
(Oy lies
Attachment B — Network Diagrams
2022 Survey
TRAFFIC NETWORK DIAGRAM 1
2022 SURVEY VOLUMES Serenity Close
ALL VEHICLES 2
8
Legend: 3
Weekday AM Peak* 2
Weekday PM Peak* a
Weekend PM Peak*
*Peak hours for each intersection as nominated DEVELOPMENT SITE
Survey Date: oo 58
Friday, 8 July 2022 o 1 43
Saturday, 9 July 2022 o 2 88
og UL
trop t 6
10 0 t
Ql Q —
o4 0
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z
8 ®
ec 8
8 2
os 14 25 t}o 18 10 5
14 16 9 -4]0 7 RB 276 >{o 2 28 8
sil 402 405 +o 21 16 186 TW)o0 4 2 3
1 2 1 sfadJd Lb 58 88 afo J toL
tL 6 103 a1 Noosa Drive JT tf F Plt pw 2s
ti 15 1 178 «9 «#9302 48/t 7 10 4
— 359 556 455 237. 19 320 53] 208 308 224
234 18 «4325 53] 215 430 354
a
3
3
Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex 16
Reference: 22BRT0122
Page 17
2025 Base Year Colliers TRAFFIC NETWORK DIAGRAM 2 Base 2025 Serenity Close ALL VEHICLES o o S < Legend: © Weekday AM Peak* 2 Weekday PM Peak* a Weekend PM Peak* Growth Rate 1.2% DEVELOPMENT SITE Traffic Survey 2022 0 0 55 Current Year 2025 Oo 1 45 Growth Factor 1.036 0 2 60 o tob t F Pleo 6 2 16 1 0 ojt 44 50 44 0 1 of7 1 1 1 0 1 0 o 3 = o > < 2 @ e g 3 2 2 2 3 ° UO o a. 0 8 15 26 «624 28 _t] 0 19 10 5 i 17 9 4/0 7 2 286 235 234 +/]0 23 26 8 530 417 420 — 0 22 #17 193 240 152 "“V¥}]} 0 42 26 3 1 2 1 sdJal J oL co a 38 dfel J J oL eC 69 107 84 Noosa Drive | t — PyOe 12 23 8 t 20 16 11 184 9 313 SO }te 7 10 4 <— 372 576 472 246 20 332 s5|< 216 319 232 243 19 337 SS |¥" 223 446 367 wv c 3 a s 2 o 2 3 5 S 2 ° 2 a Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex Reference: 22BRT0122
Page 18
2025 Base + Earthworks Traffic
Colliers
ALL VEHICLES
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
TRAFFIC NETWORK DIAGRAM 4
Base + Earthworks 2025 Serenity Close
o
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DEVELOPMENT SITE
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5 #17 #9 4/0 7 2
535 422 425 +] 0 22 17
122 1 afao J L
tc 69 107 34 Noosa Drive
tH 20 6 11
<— 377 581 477
31
286
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184
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235
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234
152
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Site: 3-7 Serenity Close, Noosa — Proposed Resort Complex
Reference: 22BRT0122
Page 19
Attachment C – SIDRA Outputs Site: 3-7 Serenity Close, Noosa – Proposed Resort Complex 19 Reference: 22BRT0122
Page 20
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: Tuesday, 13 May 2025 10:44:30 AM Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 21
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, 13 May 2025 10:44:40 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 22
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, 13 May 2025 10:44:40 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 23
MOVEMENT SUMMARY
Site: 101 [4_Noosa Dr_Coral Tree Ave - Base+dev 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 397 2.2 397 2.2 0.312 4.0 LOS A 2.7 19.4 0.18 0.43 0.18 51.5
6 R2 All MCs 21 5.3 21 5.3 0.312 9.1 LOS A 2.7 19.4 0.18 0.43 0.18 44.0
6u U All MCs 73 4.5 73 4.5 0.312 11.3 LOS B 2.7 19.4 0.18 0.43 0.18 44.1
Approach 491 2.7 491 2.7 0.312 5.3 LOS A 2.7 19.4 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 44.7
West: Noosa Drive (W)
10 L2 All MCs 9 22.2 9 22.2 0.337 4.7 LOS A 2.6 18.7 0.36 0.40 0.36 49.1
11 T1 All MCs 447 3.0 447 3.0 0.337 4.6 LOS A 2.6 18.7 0.36 0.40 0.36 51.2
12u U All MCs 1 100. 1 100. 0.337 13.7 LOS B 2.6 18.7 0.36 0.40 0.36 49.5
0 0
Approach 458 3.6 458 3.6 0.337 4.6 LOS A 2.6 18.7 0.36 0.40 0.36 51.2
All Vehicles 989 3.2 989 3.2 0.337 5.2 LOS A 2.7 19.4 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, 13 May 2025 10:44:41 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 24
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, 13 May 2025 10:44:41 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 25
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, 13 May 2025 10:44:42 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 26
MOVEMENT SUMMARY
Site: 101 [9_Noosa Dr_Coral Tree Ave - Base+dev 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 612 1.4 612 1.4 0.436 3.9 LOS A 4.4 31.3 0.11 0.43 0.11 51.9
6 R2 All MCs 17 0.0 17 0.0 0.436 9.0 LOS A 4.4 31.3 0.11 0.43 0.11 45.2
6u U All MCs 113 0.0 113 0.0 0.436 11.2 LOS B 4.4 31.3 0.11 0.43 0.11 45.2
Approach 741 1.2 741 1.2 0.436 5.1 LOS A 4.4 31.3 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 0.64 0.63 0.64 39.6
9 R2 All MCs 7 0.0 7 0.0 0.025 11.9 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 0.354 4.6 LOS A 2.7 19.0 0.42 0.43 0.42 50.7
11 T1 All MCs 444 1.5 444 1.5 0.354 4.8 LOS A 2.7 19.0 0.42 0.43 0.42 51.0
12u U All MCs 2 0.0 2 0.0 0.354 12.1 LOS B 2.7 19.0 0.42 0.43 0.42 52.7
Approach 464 1.4 464 1.4 0.354 4.9 LOS A 2.7 19.0 0.42 0.43 0.42 51.0
All Vehicles 1225 1.4 1225 1.4 0.436 5.1 LOS A 4.4 31.3 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, 13 May 2025 10:44:42 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 27
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, 13 May 2025 10:44:43 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 28
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, 13 May 2025 10:44:43 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 29
MOVEMENT SUMMARY
Site: 101 [14_Noosa Dr_Coral Tree Ave - Base+dev 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 502 1.3 502 1.3 0.357 3.9 LOS A 3.4 23.8 0.11 0.43 0.11 52.0
6 R2 All MCs 12 0.0 12 0.0 0.357 9.0 LOS A 3.4 23.8 0.11 0.43 0.11 45.4
6u U All MCs 88 2.5 88 2.5 0.357 11.2 LOS B 3.4 23.8 0.11 0.43 0.11 45.0
Approach 602 1.5 602 1.5 0.357 5.1 LOS A 3.4 23.8 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 0.68 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 0.418 4.4 LOS A 3.5 24.4 0.39 0.41 0.39 50.9
11 T1 All MCs 563 0.8 563 0.8 0.418 4.7 LOS A 3.5 24.4 0.39 0.41 0.39 51.2
12u U All MCs 1 0.0 1 0.0 0.418 11.9 LOS B 3.5 24.4 0.39 0.41 0.39 52.8
Approach 580 0.8 580 0.8 0.418 4.7 LOS A 3.5 24.4 0.39 0.41 0.39 51.2
All Vehicles 1206 1.1 1206 1.1 0.418 5.0 LOS A 3.5 24.4 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, 13 May 2025 10:44:44 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 30
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: Tuesday, 13 May 2025 11:11:33 AM Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 31
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, 13 May 2025 11:11:53 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 32
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, 13 May 2025 11:11:53 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 33
MOVEMENT SUMMARY
Site: 101 [4_Grant St_Noosa Dr_Sunshine Rd - Base+dev
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 0.223 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 0.223 6.4 LOS A 1.4 10.4 0.62 0.60 0.62 53.3
3 R2 All MCs 329 4.6 329 4.6 0.319 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 0.319 13.2 LOS B 2.3 16.8 0.63 0.65 0.63 48.9
Approach 585 4.8 585 4.8 0.319 9.8 LOS A 2.3 16.8 0.63 0.64 0.63 49.1
East: Noosa Drive (E)
4 L2 All MCs 235 5.1 235 5.1 0.245 6.6 LOS A 1.7 12.3 0.65 0.60 0.65 52.7
5 T1 All MCs 227 2.9 227 2.9 0.209 5.9 LOS A 1.5 10.7 0.61 0.55 0.61 49.3
6 R2 All MCs 7 0.0 7 0.0 0.209 10.9 LOS B 1.5 10.7 0.61 0.55 0.61 51.5
6u U All MCs 13 0.0 13 0.0 0.209 13.1 LOS B 1.5 10.7 0.61 0.55 0.61 51.5
Approach 482 3.9 482 3.9 0.245 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 0.136 11.4 LOS B 0.9 6.6 0.86 0.76 0.86 47.7
8 T1 All MCs 27 0.0 27 0.0 0.136 11.6 LOS B 0.9 6.6 0.86 0.76 0.86 48.0
9 R2 All MCs 49 0.0 49 0.0 0.136 16.7 LOS B 0.9 6.6 0.86 0.76 0.86 43.2
9u U All MCs 1 0.0 1 0.0 0.136 18.9 LOS B 0.9 6.6 0.86 0.76 0.86 47.3
Approach 81 0.0 81 0.0 0.136 14.8 LOS B 0.9 6.6 0.86 0.76 0.86 45.4
West: Noosa Drive (W)
10 L2 All MCs 35 0.0 35 0.0 0.241 5.8 LOS A 1.7 12.3 0.63 0.56 0.63 49.4
11 T1 All MCs 246 3.5 246 3.5 0.241 5.9 LOS A 1.7 12.3 0.63 0.56 0.63 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 534 2.9 534 2.9 0.263 9.0 LOS A 1.8 12.8 0.64 0.61 0.64 46.4
All Vehicles 1682 3.7 1682 3.7 0.319 8.8 LOS A 2.3 16.8 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, 13 May 2025 11:11:54 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 34
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, 13 May 2025 11:11:55 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 35
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 0.322 7.3 LOS A 2.3 16.2 0.74 0.65 0.74 49.3
2 T1 All MCs 21 0.0 21 0.0 0.322 7.3 LOS A 2.3 16.2 0.74 0.65 0.74 52.7
3 R2 All MCs 349 3.1 349 3.1 0.375 11.8 LOS B 3.0 21.4 0.75 0.68 0.75 48.5
3u U All MCs 58 1.9 58 1.9 0.375 13.9 LOS B 3.0 21.4 0.75 0.68 0.75 48.6
Approach 687 2.1 687 2.1 0.375 10.1 LOS B 3.0 21.4 0.75 0.67 0.75 48.9
East: Noosa Drive (E)
4 L2 All MCs 469 2.3 469 2.3 0.426 6.8 LOS A 3.6 25.5 0.77 0.63 0.77 52.4
5 T1 All MCs 336 1.6 336 1.6 0.418 7.7 LOS A 3.3 23.1 0.78 0.65 0.78 48.3
6 R2 All MCs 11 0.0 11 0.0 0.418 12.7 LOS B 3.3 23.1 0.78 0.65 0.78 50.7
6u U All MCs 24 0.0 24 0.0 0.418 14.9 LOS B 3.3 23.1 0.78 0.65 0.78 50.7
Approach 840 1.9 840 1.9 0.426 7.5 LOS A 3.6 25.5 0.78 0.64 0.78 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 0.304 6.9 LOS A 2.1 15.2 0.71 0.62 0.71 48.9
11 T1 All MCs 247 2.6 247 2.6 0.304 7.0 LOS A 2.1 15.2 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 2209 1.8 2209 1.8 0.426 9.2 LOS A 3.6 25.5 0.75 0.66 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, 13 May 2025 11:11:55 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 36
MOVEMENT SUMMARY
Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev
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 0.324 7.4 LOS A 2.3 16.3 0.74 0.65 0.74 49.2
2 T1 All MCs 21 0.0 21 0.0 0.324 7.3 LOS A 2.3 16.3 0.74 0.65 0.74 52.7
3 R2 All MCs 349 3.1 349 3.1 0.376 11.8 LOS B 3.0 21.5 0.75 0.68 0.75 48.5
3u U All MCs 58 1.9 58 1.9 0.376 14.0 LOS B 3.0 21.5 0.75 0.68 0.75 48.6
Approach 687 2.1 687 2.1 0.376 10.2 LOS B 3.0 21.5 0.75 0.67 0.75 48.9
East: Noosa Drive (E)
4 L2 All MCs 469 2.3 469 2.3 0.427 6.9 LOS A 3.6 25.6 0.77 0.63 0.77 52.4
5 T1 All MCs 336 1.6 336 1.6 0.420 7.7 LOS A 3.3 23.2 0.79 0.65 0.79 48.3
6 R2 All MCs 11 0.0 11 0.0 0.420 12.7 LOS B 3.3 23.2 0.79 0.65 0.79 50.7
6u U All MCs 24 0.0 24 0.0 0.420 14.9 LOS B 3.3 23.2 0.79 0.65 0.79 50.7
Approach 840 1.9 840 1.9 0.427 7.5 LOS A 3.6 25.6 0.78 0.64 0.78 50.9
North: Grant Street (N)
7 L2 All MCs 8 0.0 8 0.0 0.135 13.6 LOS B 1.0 6.8 0.91 0.78 0.91 46.7
8 T1 All MCs 27 0.0 27 0.0 0.135 13.9 LOS B 1.0 6.8 0.91 0.78 0.91 47.0
9 R2 All MCs 29 4.5 29 4.5 0.135 19.4 LOS B 1.0 6.8 0.91 0.78 0.91 41.8
9u U All MCs 1 0.0 1 0.0 0.135 21.1 LOS C 1.0 6.8 0.91 0.78 0.91 46.3
Approach 66 2.0 66 2.0 0.135 16.4 LOS B 1.0 6.8 0.91 0.78 0.91 44.9
West: Noosa Drive (W)
10 L2 All MCs 31 0.0 31 0.0 0.309 6.9 LOS A 2.2 15.5 0.71 0.62 0.71 48.9
11 T1 All MCs 247 2.6 247 2.6 0.309 7.0 LOS A 2.2 15.5 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 626 1.2 626 1.2 0.309 9.7 LOS A 2.3 16.3 0.70 0.65 0.70 46.0
All Vehicles 2220 1.8 2220 1.8 0.427 9.2 LOS A 3.6 25.6 0.75 0.66 0.75 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, 13 May 2025 11:11:56 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 37
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, 13 May 2025 11:11:56 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 38
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 0.271 6.1 LOS A 1.8 12.9 0.61 0.58 0.61 50.1
2 T1 All MCs 20 0.0 20 0.0 0.271 6.1 LOS A 1.8 12.9 0.61 0.58 0.61 53.3
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 688 1.9 688 1.9 0.332 9.1 LOS A 2.5 17.8 0.61 0.62 0.61 49.4
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 0.283 6.1 LOS A 2.1 14.6 0.66 0.57 0.66 49.1
11 T1 All MCs 301 1.1 301 1.1 0.283 6.1 LOS A 2.1 14.6 0.66 0.57 0.66 49.6
12 R2 All MCs 203 0.0 203 0.0 0.283 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 0.283 14.1 LOS B 1.9 13.7 0.68 0.69 0.68 37.6
Approach 595 0.9 595 0.9 0.283 8.9 LOS A 2.1 14.6 0.67 0.62 0.67 46.9
All Vehicles 1963 1.8 1963 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, 13 May 2025 11:11:57 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 39
MOVEMENT SUMMARY
Site: 101 [14_Grant St_Noosa Dr_Sunshine Rd - Base+dev
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 0.272 6.1 LOS A 1.8 13.0 0.61 0.58 0.61 50.1
2 T1 All MCs 20 0.0 20 0.0 0.272 6.1 LOS A 1.8 13.0 0.61 0.58 0.61 53.3
3 R2 All MCs 355 3.1 355 3.1 0.333 10.8 LOS B 2.5 17.9 0.62 0.64 0.62 48.9
3u U All MCs 58 1.9 58 1.9 0.333 13.0 LOS B 2.5 17.9 0.62 0.64 0.62 48.9
Approach 688 1.9 688 1.9 0.333 9.1 LOS A 2.5 17.9 0.62 0.62 0.62 49.4
East: Noosa Drive (E)
4 L2 All MCs 386 2.8 386 2.8 0.323 6.0 LOS A 2.5 18.0 0.65 0.58 0.65 52.8
5 T1 All MCs 244 1.8 244 1.8 0.267 6.5 LOS A 1.9 13.5 0.65 0.57 0.65 49.3
6 R2 All MCs 4 25.0 4 25.0 0.267 12.6 LOS B 1.9 13.5 0.65 0.57 0.65 50.6
6u U All MCs 8 0.0 8 0.0 0.267 13.7 LOS B 1.9 13.5 0.65 0.57 0.65 51.4
Approach 643 2.5 643 2.5 0.323 6.3 LOS A 2.5 18.0 0.65 0.57 0.65 51.7
North: Grant Street (N)
7 L2 All MCs 5 0.0 5 0.0 0.079 12.6 LOS B 0.6 3.9 0.88 0.77 0.88 47.0
8 T1 All MCs 11 0.0 11 0.0 0.079 12.8 LOS B 0.6 3.9 0.88 0.77 0.88 47.2
9 R2 All MCs 25 0.0 25 0.0 0.079 17.9 LOS B 0.6 3.9 0.88 0.77 0.88 42.4
9u U All MCs 1 0.0 1 0.0 0.079 20.1 LOS C 0.6 3.9 0.88 0.77 0.88 46.5
Approach 42 0.0 42 0.0 0.079 16.0 LOS B 0.6 3.9 0.88 0.77 0.88 44.6
West: Noosa Drive (W)
10 L2 All MCs 33 0.0 33 0.0 0.287 6.1 LOS A 2.1 14.9 0.67 0.57 0.67 49.1
11 T1 All MCs 301 1.1 301 1.1 0.287 6.1 LOS A 2.1 14.9 0.67 0.57 0.67 49.6
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 14.1 LOS B 1.9 13.7 0.68 0.69 0.68 37.6
Approach 600 0.9 600 0.9 0.287 8.9 LOS A 2.1 14.9 0.67 0.62 0.67 46.9
All Vehicles 1974 1.8 1974 1.8 0.333 8.3 LOS A 2.5 18.0 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, 13 May 2025 11:11:57 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 40
SITE LAYOUT Site: 101 [1_Grant St_Banksia Ave - Existing 2022 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 41
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: Tuesday, 13 May 2025 11:37:10 AM Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 42
MOVEMENT SUMMARY
Site: 101 [1_Grant St_Banksia Ave - Existing 2022 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 38.5
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 0.035 5.5 LOS A 0.2 1.4 0.04 0.67 0.04 46.1
6 R2 All MCs 44 0.0 44 0.0 0.035 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 0.035 8.7 LOS A 0.2 1.4 0.04 0.67 0.04 51.0
Approach 52 0.0 52 0.0 0.035 7.5 LOS A 0.2 1.4 0.04 0.67 0.04 47.8
North: Banksia Ave (N)
7 L2 All MCs 61 0.0 61 0.0 0.045 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 0.045 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 0.045 8.8 LOS A 0.3 1.8 0.06 0.58 0.06 40.6
Approach 64 0.0 64 0.0 0.045 5.5 LOS A 0.3 1.8 0.06 0.58 0.06 48.9
All Vehicles 118 0.0 118 0.0 0.045 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, 13 May 2025 11:37:30 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 43
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 0.22 0.54 0.22 38.4
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.22 0.54 0.22 48.7
Approach 2 0.0 2 0.0 0.002 4.4 LOS A 0.0 0.1 0.22 0.54 0.22 45.4
East: Grant St (E)
4 L2 All MCs 1 0.0 1 0.0 0.039 5.5 LOS A 0.2 1.6 0.04 0.67 0.04 46.1
6 R2 All MCs 52 0.0 52 0.0 0.039 7.4 LOS A 0.2 1.6 0.04 0.67 0.04 47.3
6u U All MCs 6 0.0 6 0.0 0.039 8.7 LOS A 0.2 1.6 0.04 0.67 0.04 51.0
Approach 59 0.0 59 0.0 0.039 7.5 LOS A 0.2 1.6 0.04 0.67 0.04 47.8
North: Banksia Ave (N)
7 L2 All MCs 68 0.0 68 0.0 0.050 5.5 LOS A 0.3 2.0 0.06 0.58 0.06 49.1
8 T1 All MCs 2 0.0 2 0.0 0.050 4.8 LOS A 0.3 2.0 0.06 0.58 0.06 36.6
9u U All MCs 1 0.0 1 0.0 0.050 8.8 LOS A 0.3 2.0 0.06 0.58 0.06 40.6
Approach 72 0.0 72 0.0 0.050 5.5 LOS A 0.3 2.0 0.06 0.58 0.06 48.9
All Vehicles 133 0.0 133 0.0 0.050 6.4 LOS A 0.3 2.0 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, 13 May 2025 11:37:31 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 44
MOVEMENT SUMMARY
Site: 101 [2_Grant St_Banksia Ave - Base+dev 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 0.22 0.54 0.22 38.4
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.22 0.54 0.22 48.7
Approach 2 0.0 2 0.0 0.002 4.4 LOS A 0.0 0.1 0.22 0.54 0.22 45.4
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.039 5.5 LOS A 0.2 1.6 0.04 0.68 0.04 46.0
6 R2 All MCs 46 0.0 46 0.0 0.039 7.4 LOS A 0.2 1.6 0.04 0.68 0.04 47.2
6u U All MCs 12 0.0 12 0.0 0.039 8.7 LOS A 0.2 1.6 0.04 0.68 0.04 50.9
Approach 59 0.0 59 0.0 0.039 7.6 LOS A 0.2 1.6 0.04 0.68 0.04 48.1
North: Banksia Ave (N)
7 L2 All MCs 63 0.0 63 0.0 0.049 5.5 LOS A 0.3 1.9 0.09 0.57 0.09 49.1
8 T1 All MCs 2 0.0 2 0.0 0.049 4.9 LOS A 0.3 1.9 0.09 0.57 0.09 36.4
9u U All MCs 1 0.0 1 0.0 0.049 8.8 LOS A 0.3 1.9 0.09 0.57 0.09 40.4
Approach 66 0.0 66 0.0 0.049 5.6 LOS A 0.3 1.9 0.09 0.57 0.09 48.8
All Vehicles 127 0.0 127 0.0 0.049 6.5 LOS A 0.3 1.9 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, 13 May 2025 11:37:32 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 45
MOVEMENT SUMMARY
Site: 101 [3_Grant St_Banksia Ave - Existing 2022 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 0.043 5.5 LOS A 0.2 1.8 0.03 0.68 0.03 46.0
6 R2 All MCs 51 0.0 51 0.0 0.043 7.4 LOS A 0.2 1.8 0.03 0.68 0.03 47.2
6u U All MCs 14 15.4 14 15.4 0.043 8.9 LOS A 0.2 1.8 0.03 0.68 0.03 50.3
Approach 65 3.2 65 3.2 0.043 7.7 LOS A 0.2 1.8 0.03 0.68 0.03 48.0
North: Banksia Ave (N)
7 L2 All MCs 45 0.0 45 0.0 0.036 5.6 LOS A 0.2 1.4 0.10 0.57 0.10 49.0
8 T1 All MCs 1 0.0 1 0.0 0.036 4.9 LOS A 0.2 1.4 0.10 0.57 0.10 36.3
9u U All MCs 1 0.0 1 0.0 0.036 8.8 LOS A 0.2 1.4 0.10 0.57 0.10 40.3
Approach 47 0.0 47 0.0 0.036 5.6 LOS A 0.2 1.4 0.10 0.57 0.10 48.8
All Vehicles 115 1.8 115 1.8 0.043 6.8 LOS A 0.2 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, 13 May 2025 11:37:32 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 46
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, 13 May 2025 11:37:33 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 47
MOVEMENT SUMMARY
Site: 101 [4_Grant St_Banksia Ave - Base+dev 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 0.24 0.53 0.24 38.2
3 R2 All MCs 1 0.0 1 0.0 0.002 5.7 LOS A 0.0 0.1 0.24 0.53 0.24 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.24 0.53 0.24 45.3
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.047 5.5 LOS A 0.3 2.0 0.03 0.68 0.03 46.1
6 R2 All MCs 58 0.0 58 0.0 0.047 7.4 LOS A 0.3 2.0 0.03 0.68 0.03 47.2
6u U All MCs 14 15.4 14 15.4 0.047 8.9 LOS A 0.3 2.0 0.03 0.68 0.03 50.3
Approach 73 2.9 73 2.9 0.047 7.7 LOS A 0.3 2.0 0.03 0.68 0.03 48.0
North: Banksia Ave (N)
7 L2 All MCs 53 0.0 53 0.0 0.041 5.6 LOS A 0.2 1.6 0.10 0.57 0.10 49.0
8 T1 All MCs 1 0.0 1 0.0 0.041 4.9 LOS A 0.2 1.6 0.10 0.57 0.10 36.3
9u U All MCs 1 0.0 1 0.0 0.041 8.8 LOS A 0.2 1.6 0.10 0.57 0.10 40.3
Approach 55 0.0 55 0.0 0.041 5.6 LOS A 0.2 1.6 0.10 0.57 0.10 48.8
All Vehicles 129 1.6 129 1.6 0.047 6.7 LOS A 0.3 2.0 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, 13 May 2025 11:37:33 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 48
MOVEMENT SUMMARY
Site: 101 [5_Grant St_Banksia Ave - Existing 2022 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 3.2 LOS A 0.0 0.1 0.22 0.54 0.22 38.4
3 R2 All MCs 1 0.0 1 0.0 0.002 5.6 LOS A 0.0 0.1 0.22 0.54 0.22 48.7
Approach 2 0.0 2 0.0 0.002 4.4 LOS A 0.0 0.1 0.22 0.54 0.22 45.4
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.040 5.5 LOS A 0.2 1.6 0.03 0.68 0.03 46.0
6 R2 All MCs 44 0.0 44 0.0 0.040 7.4 LOS A 0.2 1.6 0.03 0.68 0.03 47.1
6u U All MCs 16 0.0 16 0.0 0.040 8.7 LOS A 0.2 1.6 0.03 0.68 0.03 50.9
Approach 61 0.0 61 0.0 0.040 7.7 LOS A 0.2 1.6 0.03 0.68 0.03 48.3
North: Banksia Ave (N)
7 L2 All MCs 56 1.9 56 1.9 0.044 5.6 LOS A 0.2 1.8 0.11 0.57 0.11 48.9
8 T1 All MCs 1 0.0 1 0.0 0.044 4.9 LOS A 0.2 1.8 0.11 0.57 0.11 36.3
9u U All MCs 1 0.0 1 0.0 0.044 8.8 LOS A 0.2 1.8 0.11 0.57 0.11 40.3
Approach 58 1.8 58 1.8 0.044 5.6 LOS A 0.2 1.8 0.11 0.57 0.11 48.7
All Vehicles 121 0.9 121 0.9 0.044 6.7 LOS A 0.2 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, 13 May 2025 11:37:34 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 49
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, 13 May 2025 11:37:34 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
Page 50
MOVEMENT SUMMARY
Site: 101 [6_Grant St_Banksia Ave - Base+dev 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 0.24 0.54 0.24 38.3
3 R2 All MCs 1 0.0 1 0.0 0.002 5.7 LOS A 0.0 0.1 0.24 0.54 0.24 48.6
Approach 2 0.0 2 0.0 0.002 4.5 LOS A 0.0 0.1 0.24 0.54 0.24 45.3
East: Grant St (N)
4 L2 All MCs 1 0.0 1 0.0 0.045 5.5 LOS A 0.3 1.8 0.03 0.68 0.03 46.0
6 R2 All MCs 52 0.0 52 0.0 0.045 7.4 LOS A 0.3 1.8 0.03 0.68 0.03 47.1
6u U All MCs 17 0.0 17 0.0 0.045 8.7 LOS A 0.3 1.8 0.03 0.68 0.03 50.9
Approach 69 0.0 69 0.0 0.045 7.7 LOS A 0.3 1.8 0.03 0.68 0.03 48.3
North: Banksia Ave (N)
7 L2 All MCs 63 1.9 63 1.9 0.050 5.6 LOS A 0.3 2.0 0.11 0.57 0.11 48.8
8 T1 All MCs 1 0.0 1 0.0 0.050 4.9 LOS A 0.3 2.0 0.11 0.57 0.11 36.3
9u U All MCs 1 0.0 1 0.0 0.050 8.9 LOS A 0.3 2.0 0.11 0.57 0.11 40.3
Approach 65 1.8 65 1.8 0.050 5.6 LOS A 0.3 2.0 0.11 0.57 0.11 48.7
All Vehicles 137 0.9 137 0.9 0.050 6.7 LOS A 0.3 2.0 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, 13 May 2025 11:37:35 AM
Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9
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