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MCU14/0056 Traffic Addendum Att F - Information response
MYALL STREET, COORY TRAFFIC & TRANSPORT RESPONSE TO NOOSA COUNCIL REQUEST FOR INFORMATION 15 JANUARY 2015 PREPARED FOR VERVE BUILDING DESIGN & CONCEPTS
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CONTENTS
1.0 INTRODUCTION 2
2.0 REVISED DEVELOPMENT 2
3.0 TRAFFIC GENERATION & DISTRIBUTION 4
4.0 MYALL STREET / ELM STREET INTERSECTION 9
5.0 INTERSECTION OPERATIONS 9
6.0 PEDESTRIAN & CYCLIST ACCESS & MOVEMENT 13
7.0 CONCLUSION 15
APPENDIX A: DEVELOPMENT LAYOUT
APPENDIX B: SITE ACCESS INTERSECTION SIGHT DISTANCE
APPENDIX C: TRAFFIC COUNT SURVEYS & TRAFFIC DATA
APPENDIX D: FORECAST TURNING MOVEMENTS
APPENDIX E: SIDRA INTERSECTION ANALYSIS
COPYRIGHT
DISCLAIMER
i
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PEKOL TRAFFIC & TRANSPORT INTRODUCTION This report has been prepared in response to traffic and transport issues raised in the information request (IR) from Noosa Council relating to the proposed mixed-use development located at 125 Myall Street, Cooroy (Noosa Council Reference: MCU14/0056). The traffic engineering issues raised in the Noosa Council IR and addressed below include: m= —_access to the proposed development == development traffic generation and distribution == impact of the proposed development on the Myall Street / Elm Street intersection == _ revised SIDRA analysis at the site access, Myall Street / Ferrells Road and the Myall Street / Bruce Highway Ramps priority intersection pedestrian and cyclist access and movement REVISED DEVELOPMENT The proposed development has been revised and now includes the following components: service station including shop (190m? GFA) and car wash fast-food restaurant with drive-thru (270m? GFA) self-storage units (1,110m’ GFA) tourist park (23 caravan parks and 10 cabins) The layout of the revised proposed development is attached in Appendix A and is shown in Figure 1. Access It is proposed to provide a single point of vehicular access to the site from Myall Street. No vehicular access is proposed from Ferrells Road. The Myall Street access would be an all-movements intersection and includes provision for a left turn auxiliary deceleration lane (AUL) and a channelised right turn treatment (CHR). The proposed geometric design of the site access intersection is shown in Figure 2 and attached in Appendix B. Chapter 13 of the Department of Transport and Main Roads (DTMR) Road Planning and Design Manual (RPDM) requires a safe intersection sight distance (SISD) of 181m for an 80kph speed environment, based on the desirable 2.5 second driver reaction time. The safe intersection stopping site distance requirements for the access intersection are shown in Figure 2. This figure also indicates the required sign relocations and extent of vegetation clearing necessary to accommodate the carriageway widening and provide the required sight distance. P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 2
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PEKOL TRAFFIC & TRANSPORT Figure 1: REVISED SITE LAYOUT ovencan AVENUE SITE PLAN Sear i ea 1m ost PLEASE NOTE FREAS NOVCATED ABOVE ARE APPROXIMATE ONLY. ce LANDSCAPING SHOWN INDICATIVE ONLY, REFER T0 LANDSCAPE SUBMIS FOR DETALS, PREPARED BY SAUNDERS HAVEL ier crass te 0 fain ace be AREA TO BE RETADED AS NATURAL VEGETATION Figure 2: PROPOSED SITE ACCESS ARRANGEMENT P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX
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PEKOL TRAFFIC & TRANSPORT 3.0 The sight distance in both directions is in excess of 181m as shown in Figure 2, included in Appendix B. This is considered more than adequate for the speed environment given that the posted speed changes from 80km/hr to 60km/hr approximately 20m to the south of the site access so vehicles will be travelling at speeds which are considerably lower than 80km/hr as they approach the access. Additionally, in conjunction with the Cooroy to Curra upgrade of the Bruce Highway, the Myall Street / Bruce Highway ramps intersection is to be converted to a new two-lane roundabout. The deflection associated with this roundabout is likely to result in lower vehicle speeds on this section of Myall Street. Therefore the available site distance is considered to be sufficient. TRAFFIC GENERATION & DISTRIBUTION Background Traffic Growth An Annual Volume Report for Myall Street has been obtained from DTMR at a counter site (Number 20049) located 100m south of the Ferrells Road. This data is attached in Appendix C along with the traffic count data, which was collected on Thursday 14 March 2014 and Saturday 16 March 2014 at the Myall Street / Ferrells Road and Myall Street/Bruce Highway ramps priority controlled intersections. Data from the counter site indicates that the two-way volumes on Myall Street have decreased by 2.9% over the past year (ie 2012 — 2013), decreased by 1.7% per annum over the last five years and increased by 0.6% per annum over the last 10 years. Therefore, we have adopted a nominal background traffic growth rate of 1% per annum. This rate has been applied to the observed traffic volumes on all approaches except those that do not cater for through traffic such as Ferrells Road. The application of this rate equates to a 14% increase in local traffic volumes over the next 13 years (2014 to 2027). Service Station and Fast-Food Restaurant Use It is considered that the service station and fast-food restaurant uses would generate three different types of trips as follows: == _—undiverted pass-by trips from Myall Street == diverted pass-by trips from the Bruce Highway == dedicated trips from the Cooroy urban area associated with the fast-food use Undiverted Pass-By Trips from Myall Street We have previously undertaken surveys of traffic generation for three BP highway service centres located on the Pacific Highway at Coomera and Staplyton, and on the Bruce Highway at Caboolture. Each of these service centres comprises a petrol filling station with associated food / restaurant outlets (including drive-through facilities). P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 4
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PEKOL TRAFFIC & TRANSPORT The surveys identified the number of vehicles entering each site on a typical weekday, between the hours of 7am - 5pm. The traffic volumes along the adjacent section of highway were also recorded to calculate the site traffic generation as a proportion of the passing highway traffic. Figure 3 shows the percentage of turn-in traffic as a proportion of (one-way) passing highway traffic for each of the three service centre sites during the network peak hours. The data indicates that during the typical morning and evening peak hours, the volume of vehicles entering from the highway did not exceed 9% of the passing traffic, with an average of 7%'. Therefore, for this assessment we have adopted a traffic generation rate of 7% of the passing (two-way) traffic on Myall Street for both the service station and fast-food restaurant drive-through components of the development. In the absence of corresponding data for the typical Saturday peak hour, we have adopted the same traffic generation rate. It is considered that all the trips generated from Myall Street would be undiverted drop-in trips and not increase the total number of vehicle movements on the local road network. The predicted peak hour traffic generation for the service station and fast-food component of the development from Myall Street is shown in Table 1. Figure 3: PERCENTAGE OF TURN-INS AS A PROPORTION OF PASSING TRAFFIC 10.0% Morning Peak Evening Peak 9.0% 8.0% 7.0% || a 6.0% 5.0% = Coomera m Stapylton 4.0% | Morayfield 3.0% 2.0% Percent Turn-Ins as a Proprotion of Passing Hihway Traffic 1.0% 0.0% 7:00 7:30 8:00 4:00 Hour Commencing ' Note that as the surveyed period concluded at 5pm there is only one hour of data for the evening peak period P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 5
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PASSING MYALL STREET TRAFFIC
TRIPS GENERATED (VPH)
PEAK (VPH)
PERIOD NORTH SOUTH TWO- TWO-
IN OUT
BOUND BOUND WAY WAY
PASSING HIGHWAY TRAFFIC
TRIPS GENERATED (VPH)
PEAK (VPH)
PERIOD NORTH SOUTH TWO- TWO-
IN OUT
BOUND BOUND WAY WAY
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PEKOL TRAFFIC & TRANSPORT Fast-Food Trips from Cooroy The fast-food restaurant use would also generate some dedicated trips from the Cooroy urban area. The DTMR RPDM includes traffic generation rates for fast-food outlets in urban areas. Typically, a KFC or Red Rooster restaurant would generate around 100 vehicle trips per hour at peak times. However, the rates from the RPDM are not considered appropriate to apply to a low density, rural service town such as Cooroy. Therefore, we have undertaken a first principles approach to determine the likely traffic generation of the proposed fast-food restaurant. Considering the number of households in Cooroy (1,065), the average number of fast-food visits per month in Australia from an Enhanced Media Metrics Australia report’ (on average one visit per person per month) and the prevalence of other fast-food options in Cooroy, we estimate that the proposed fast-food use would generate around 70 - 80 two-way vehicle trips per hour at peak times. Consistent with the DIMR Guidelines for Assessment of Road Impacts of Development (GARID), we have made an allowance for undiverted drop-in trips to account for the likelihood that a number of these trips are already on the adjacent local road network. Appendix F of GARID suggests that for a fast-food outlet, 35% of trips are undiverted drop-in trips. The predicted traffic generation for trips to and from the Cooroy urban area associated with the fast-food use is shown in Table 3. Table 3: TRIPS TO / FROM COOROY PEAK HOUR TRAFFIC GENERATION TRAFFIC GENERATION (VPH) TRIP TYPE IN OUT TWO-WAY New Trips 24 24 48 Undiverted Drop-in Trips 13 13 26 Total Trips 38 38 75 Self-Storage Use Neither the DIMR RPDM nor the RTA Guide to Traffic Generating Developments contains specific traffic generation rates for self-storage use. Therefore, we have obtained a report prepared by Aurecon’, which identifies traffic generation rates for self-storage facilities in Australia. Based on a sample size of 16 sites, the Aurecon study found that evening peak hour traffic generation rates for facilities less than 3000m? GFA varied between 5 - 20 vehicle trips. We have assumed that the 20 trips corresponds to a 3000m? GFA facility, which results in an average rate of 0.7 trips per 100m’ GFA. In the absence of similar data for a Saturday peak hour, we have utilised the same rate as the evening peak hour. ? Enhanced Media Metrics Australia (2014) ‘Industry Report - Out of Home Dining’ > Aurecon (2009) ‘Self Storage Facility Traffic and Parking Study — Results and Findings’ P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 7
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SCALE TRIPS IN:OUT IN:OUT
LAND USE RATE
(M2) (VEH/HR) SPLIT SPLIT (VEHS)
SCALE TRIPS IN:OUT IN:OUT
LAND USE RATE
(M2) (VEH/HR) SPLIT SPLIT (VEHS)
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PEKOL TRAFFIC & TRANSPORT 4.0 5.0 MYALL STREET / ELM STREET INTERSECTION We have obtained morning and evening peak hour traffic counts at the Myall Street / Elm Street intersection undertaken in 2012 from DTMR. These traffic counts found peak hour volumes as follows: m= 2012 Morning Peak: 2,100 vehicles per hour m= 2012 Evening Peak: 2,770 vehicles per hour We have made the assumption that 85% of the total development generated traffic arriving and departing to the north would travel through this intersection. This estimate is based on approximately 5% of traffic arriving and departing to / from the north using Ferrells Road (as observed in the traffic surveys of the Myall Street / Ferrells Road intersection), with the same proportion of traffic assumed to use Tulip Street and Crystal Street to access the west of Cooroy. On this basis it is estimated that the development would increase traffic flows at this intersection by less than 2% in the evening peak hour and would not exceed 5% on any individual turning movements. Therefore, in accordance with GARID, no further assessment of this intersection has been undertaken. INTERSECTION OPERATIONS A series of SIDRA analyses have been conducted for the following intersections: == _— Myall Street / Site Access priority intersection == Myall Street / Ferrells Road priority intersection == Myall Street / Bruce Highway Ramps priority intersection These were based on the turning movement forecasts presented in Appendix D for the following scenarios: Existing year (2014) Opening year (2017) pre-development Opening year (2017) post-development Future year (2027) pre-development Future year (2027) post-development The SIDRA analyses were based on the traffic count data presented in Appendix C with: == gap acceptance parameters as per Table 13.7 of the DTMR RPDM and identified for each intersection below == proportion of heavy vehicles (%HV) as identified in the traffic surveys m= Peak Flow Factors (PFF) as calculated from the traffic surveys m= SIDRA default values for other parameters P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 9
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PEKOL TRAFFIC & TRANSPORT Myall Street / Site Access The SIDRA analysis of the Myall Street / Site Access priority intersection was undertaken using the intersection layout as shown in Figure 4. The results of these analyses are attached in Appendix E, and are summarised in Table 6. The following gap acceptance parameters have been adopted for this intersection: == Right hand turn from major road: critical gap — 5 seconds; follow-up headway - 3 seconds == Left hand turn from minor road: critical gap — 5 seconds; follow-up headway — 3 seconds == Right hand turn from minor road: critical gap — 6.5 seconds; follow-up headway - 4 seconds Figure 4: SITE ACCESS LAYOUT f Myall Street (North) ss000y 21S Myall Street (South) Table 6: MYALL STREET / SITE ACCESS INTERSECTION OPERATIONS Evening Peak 2017 Post Development 37% 1.4 Site Access - Right 2027 Post Development 48% 1.9 Site Access - Right Saturday Peak 2017 Post Development 25% 0.9 Site Access - Right 2027 Post Development 31% 1.2 Site Access - Right P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 10
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PEKOL TRAFFIC & TRANSPORT Table 6 demonstrates that the Myall Street / Site Access intersection is expected to experience “excellent” operations during all periods. In all post-development scenarios, the 95th percentile queue lengths are predicted to be minimal. Myall Street / Ferrells Road Intersection The results the SIDRA analysis of the Myall Street / Ferrells Road priority intersection are attached in Appendix E, and are summarised in Table 7. The following gap acceptance parameters have been adopted for this intersection: == Right hand turn from major road: critical gap - 5 seconds; follow-up headway - 3 seconds == Left hand turn from minor road: critical gap — 5 seconds; follow-up headway — 3 seconds == _ Right hand turn from minor road: critical gap — 6.5 seconds; follow-up headway - 4 seconds Table 7: MYALL STREET / FERRELLS ROAD INTERSECTION OPERATIONS PEAK HOUR & 95% SCENARIO bos QUEUE CRITICAL MOVEMENT Evening Peak 2014 Existing 23% 0.1 Myall Street (North) - Ahead 2017 Pre Development 24% 0.1 Myall Street (North) - Ahead 2017 Post Development 26% 0.2 Myall Street (North) - Ahead 2027 Pre Development 27% 0.2 Myall Street (North) - Ahead 2027 Post Development 28% 0.2 Myall Street (North) - Ahead Saturday Peak 2014 Existing 19% 0.1 Myall Street (North) - Ahead 2017 Pre Development 20% 0.2 Myall Street (North) - Ahead 2017 Post Development 21% 0.2 Myall Street (North) - Ahead 2027 Pre Development 22% 0.2 Myall Street (North) - Ahead 2027 Post Development 24% 0.2 Myall Street (North) - Ahead Table 7 demonstrates that the Myall Street / Ferrells Road priority-controlled intersection is expected to experience “excellent” operations during the morning and evening peak periods. The addition of the development related traffic is not expected to significantly affect the critical degree of saturation or queuing. P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 1
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PEKOL TRAFFIC & TRANSPORT Myall Street / Bruce Highway Ramps Intersection A SIDRA analysis has been undertaken on the existing Myall Street / Bruce Highway Ramps priority intersection. It is noted, however, that this intersection is to be upgraded to a new two lane roundabout as part of Section A of the Bruce Highway Upgrade (Cooroy to Curra). The proposed upgrades will significantly increase capacity at this intersection. Therefore, this analysis on the existing intersection configuration represents a worst case scenario of development impact. The results of the SIDRA analysis of the Myall Street / Bruce Highway Ramps priority intersection are attached in Appendix E, and are summarised in Table 8. The following gap acceptance parameters have been adopted for this intersection: == Ahead and left turn from major road: critical gap — 5 seconds; follow-up headway - 3 seconds == Right hand turn from minor road: critical gap — 6.5 seconds; follow-up headway - 4 seconds Table 8: MYALL STREET / RRUCE HIGHWAY RAMP INTERSECTION OPERATIONS PEAK HOUR & 95% SCENARIO bos QUEUE CRITICAL MOVEMENT Evening Peak 2014 Existing 21% 0.1 Bruce Highway Ramps - Left 2017 Pre Development 22% 0.2 Bruce Highway Ramps - Left 2017 Post Development 25% 0.2 Bruce Highway Ramps - Left 2027 Pre Development 24% 0.2 Bruce Highway Ramps - Left 2026 Post Development 28% 0.2 Bruce Highway Ramps - Left Saturday Peak 2014 Existing 18% 0.1 Bruce Highway Ramps - Left 2017 Pre Development 18% 0.2 Bruce Highway Ramps - Left 2017 Post Development 21% 0.2 Bruce Highway Ramps - Left 2027 Pre Development 20% 0.2 Bruce Highway Ramps - Left 2027 Post Development 23% 0.2 Bruce Highway Ramps - Left Table 8 demonstrates that the Myall Street / Bruce Highway Ramps intersection is expected to experience “excellent” operations during the morning and evening peak periods. The addition of the development related traffic is not expected to significantly affect the critical degree of saturation or queuing. P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 12
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PEKOL TRAFFIC & TRANSPORT 6.0 PEDESTRIAN & CYCLIST ACCESS & MOVEMENT A 2m wide shared pedestrian / cycle path is proposed to run along the Myall Street frontage, connecting the development with Ferrells Road and the existing footpath network. This is expected to adequately cater for walking and cycling trips to and from the site. Pedestrian and cyclist paths and crossing facilities are also proposed within the site, linking the various components of the development. Figure 5 highlights the proposed provision for pedestrian and cyclist movement within and around the site and the linkages to existing facilities. It is recommended that on-site bicycle parking is provided for the fast-food component of the development for visitors and staff. This should be situated close to building entrance in a location with a high level of casual surveillance. It is our view that cycle parking should be provided at a rate of 1 space per 25m’ GFA in accordance with Austroads*. * Austroads (2014) Cycling Aspects of Austroads Guides P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 13
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PEKOL TRAFFIC & TRANSPORT
Figure 5: PEDESTRIAN & CYCLIST MOVEMENT
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PEKOL TRAFFIC & TRANSPORT 7.0 CONCLUSION This report has been prepared to address the traffic and transport issues raised by Noosa Council in the IR relating to the proposed mixed-use development at 125 Myall Street, Cooroy. The main points to note are: a single point of vehicular access to the site is proposed from Myall Street the proposed site access has adequate sight distance for the speed environment in both directions as demonstrated in Figure 2 (and Appendix B) revised traffic generations are presented based on the modified mixed-use development proposal the traffic generated by the development is not predicted to have an adverse impact on the Myall Street / Elm Street intersection with the predicted increase in traffic flows below 5% on all approaches the Myall Street / Site Access, Myall Street / Ferrells Road and Myall Street / Bruce Highway Ramps (existing and future) intersections are expected to operate satisfactorily with the addition of the development related traffic a 2m wide shared pedestrian / cycle path is proposed to run along the Myall Street frontage, with pedestrian and cyclist linkages also provided within the site it is recommended that bicycle parking be provided for the fast-food component of the development for visitors and staff P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\INFORMATION REQUEST\MYALL STREET COOROY IR RESPONSE.DOCX 15
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PEKOL TRAFFIC & TRANSPORT APPENDIX A REVISED SITE LAYOUT
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DEVELOPMENT ASSESSMENT:
RPD
ee BUILDING USE BUILDING GFA
PARISH OF TEWANTIN SERVICE CENTRE BUILDING e SERVICE CENTRE BUILDING - 575m?
COUNTY OF MARCH e FUEL SALES SHOP - 250m? (EXCLUDES FUEL DISPENSING FORECOURT)
LOCAL GOVERNMENT: NOOSA J . FUEL FORECOURT (UNENCLOSED FOOTPRINT) - 540m?
\ “ e — FAST FOOD RESTAURANT - 270m? ¢ — CARWASH - Fm?
> oh e COOROY TOWNSHIP PROMOTION KIOSK - 10m? ,
OES e PUBLIC AMENITIES - 25m? e — SELF STORAGE - 1,110m
pf “> NY e SHARED ENCLOSED REFUSE AREA - 20m’ ADMIN. OFFICE ~ 90m?
f s STORAGE UNITS - 1,060m2
fk ANCILLARY USE 2
i e — CAR WASH (ANCILLARY USE] - Tim? ° er oT PARK _ 300m2 ~ 820m a
° VACUUM AREA (UNENCLOSED FOOTPRINT) - 90m? CABINS - 320M2 " Py
AMENITIES - 180M2 -
TOTAL BUILDING USE - 1,382m? 5
TOTAL BUILDING GFA - 2,682m %
’
LANDSCAPING BUFFER TO 4
EXISTING RESIDENTIAL e / SITE COVERAGE F 4
/ e TOTAL SITE AREA - 66,643m? Rao
a )
1 / e TOTAL USEABLE SITE AREA —_- 50,333m? a “2
£86 4 oe
oP ” > vob TS
ar, 3 oo , SITE PYLON SIGN e = TOTAL BUILDING G.F.A. - 2,682m? Pa
ee? J (S02, REFER DRAWING DA12} — . au
/ SERVICE CENTRE BUILDING © TOTAL PAVED SURFACE _ 16,310m? id \.
¢ COOROY TOWNSHIP
4 af —- PROMOTION KIOSK © TOTAL LANDSCAPING ~ 30,333m?
, FAST FOOD TENANCY EXISTING HEADWALL TO (APPLICABLE TO USEABLE SITE AREA)
{ BE MODIFIED/RELCOATED
1 FUEL SALES SHOP e ~~ BUILDING/SITE COVERAGE - 38%
J ' (APPLICABLE TO USEABLE SITE AREA)
| 1 DELIVERY /REFUSE "BUILDING" INCLUDES ENCLOSED BUILDINGS AND PAVED IMPERVIQUS
i COLLECTION es) AREAS (LE, CARPARKING AREAS AND PAVED WALKWAYS]
(Sef
4 i SFURLSDISPENSING e LANDSCAPING COVERAGE - 60%
14 ' SS /" FORECOURT (APPLICABLE TO USEABLE SITE AREA)
4? Sear ON
ely 0 28 PLEASE NOTE: |
e|8 >) / — |
; ¢ few Pe SS BIO-RETENTION » AREAS INDICATED ABOVE ARE APPROXIMATE ONLY. LOCALITY PLAN
q I ‘ AY oy BASIN \\ LANDSCAPING SHOWN INDICATIVE ONLY. REFER TO NOT To SCALE
1 LY CAR | | ENTRY ONLY 4 / —~ LANDSCAPE DRAWINGS FOR DETAILS, PREPARED BY
NI LY \ 4 f “© SAUNDERS HAVILL
be WS "eect agen) / “SN | CAR PARKING
1 oN oy rr) A Dust 7_/ RAISED PEDESTRIAN “ QA
s * - | Fh ; tb Led’ / CROSSING Ss (REFER "STAGED" DRAWING "DA10")
' y x SURPLUS SITE FOR FUTURE o 3 SERVICE CENTRE S 54
i DEVELOPMENT
1 APPROX, AREA - 5,783m2 e = D/THRU QUEUE CAPAG - 1
OO i ~
' DELIVERY /REFUSE : ° TOURIST PARK ~ 37
OVERLAND 4 COLLECTION ON CABINS - 10 gS
AVENUE i Ma. VAN SPACES -B
1 Px. VISITOR PARKS =
a BON S
Na or *%> SN STAGE 2
i BIO-RETENTION | Mey > ° Cw grace BAYS - 4
LADSCAPING BUFFER TO 1 BASIN, [hor *> Se STAGE 3
EXISTING RESIDENTIAL ' SS \ DAY Ee? Ll < SS + Doras FACILITY - 5
i a ly, Nw YG by e N —_—
I B p N
7 SS L oY off, 7 5 YN TOTAL PARKING PROVIDED - 108
1 1 TOURIST PA @V{GIO'V TE s \
' LAND AREA - 12,036m2 Y Lb A s \
—_| 1 ' ay OSS gf | \
71 1 SELF STORAGE UNITS LD (Bf tes . A
: 52 UNITS - 20.hm2 ea. —— / Sn Hee . STORMWATER A
\ TOTAL LAND AREA - 5,608m2 SS oY s DETENTION AREA
I\ ow Bes Cc ay “ys WSN 4
| / a = __ a
PNA supeuus sire ror eurure _ = A | er uae 0
a7 718% TOURIST PARK EXPANSION / oo : a B\ LINE. SHOWN DASHED
i 8 . APPROX. AREA - 5,653m2 Sst (= / a we .
| ' / aay BS
: 7 vo a 6
4 | Se J VISHQR i i a .
we] | “s / ~ iS ea
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| 2s one / _ 2 =e iT v i * AREA TO BE RETAINED AS
| “~. / ne NATURAL VEGETATION
| sen 2a : a : . APPROX. LAND AREA ~ 13,250m2
| Se ee ej; a s
—~. > Se | a a
Tse So SITE PYLON SIGN q SOT TTg rr menace ccanancaeesannecane al a a
(Tea ne {SIL REFER DRAWING DANE] TT Aeeneee nee
nT CABINS x 10—
~ WE 5 a — 8 ACOUSTIC BARRIER GFA. - 32m2 each &h y
WU 8 — TOTAL GRA. - 320m2 gE&
: SET renee
SITE PLAN BRUCE y ~- LY ry oe
SCALE 1750 @At; 11500 @A3 GHW, y fo
PRELIMINARY
© 201 capyright, all rights reserved
This drawing is the © copyright & property of VERVE BUILDING DESIGN
and must nat be used or duplicated without authorisatian.
Do nat scale this drawing.
Check all dimensians an site priat commencement of warks
Revision and approvals
Code Date Drn | Description Dwn
c 13.06.14 | DB | DA ISSUE
27.05.14 | GN | SITE PLAN UPDATED; MAIN BUILDING ALTERED
£3 | 16.12.14 | GN | RECONFIGURED CARWASH AND REST AREA
Vorve
Building Design é Concepts
BUILDING DESIGNERS LICENCE No. 1002212 PH. 0412 354 763
257 BUNYA ROAD, ARANA HILLS, QLD E: [email protected]
imagineoacreate op deliver
oO commercial /industrial/retail
o fastfood restaurant design
Otravelcentre/service stations
O project concept tocompletion
Scale CAD ref
AS SHOWN
Drawn Approved
GN
Date Issued
Praject Description
PROPOSED MIXED USE DEVELOPMENT
CNR. MYALL STREET & FERRELLS ROAD,
COOROY, QLD.
Drawing Title
PROPOSED SITE LAYOUT
Drawing Number Revision
14004-DA02 E3
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PEKOL TRAFFIC & TRANSPORT APPENDIX B SITE ACCESS INTERSECTION SIGHT DISTANCE
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EXISTING TREE TO
BE REMOVED
EXISTING SPEED SIGN EXISTING SPEED SIGN
TO BE RELOCATED TO BE RELOCATED
EU EU EU EU NO SURVEY AVAILABLE,
INDICATIVE LAYOUT SHOWN
TO BE CONFIRMED
STOPPING DISTANCE = 181m
SW
3.50 3.50 3.50
3.50
STOPPING DISTANCE = 187m
3.50
3.50 3.50
SW SW N
N
N SIGHT LINE
SIGHT LINE
N
W
W
W
5.00
W
PRIVATE ROAD 1
NB
NB
NB
W
NB
N
W
NB
N
W
NB
SW
N
NB
W
W
SW
N
NB
W
N
NB
N
W
NB
N
NB
W
NB
CLIENT: DRAWN: MD SCALE: PROJECT: JOB No.:
E: [email protected]
PROPOSED MIXED USE DEVELOPMENT
14012
A: PO Box 26, Carina
DESIGN: MD SHEET SIZE: A1
CNR. MYALL AND FERRELLS RD, COOROY QLD
W: vtce.com.au
CHECKED: AvT DATUM: AHD
QLD 4152
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN DRAWING TITLE: DRAWING No.: REV.:
THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
DRAFT 09.01.2015 PRELIMINARY SIGHT DISTANCES
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
0 5 10 20 25 FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
SK10
NOT FOR CONSTRUCTION
SCALE 1:500
PLOTTED: 09.01.2015
Page 21
PEKOL TRAFFIC & TRANSPORT APPENDIX C TRAFFIC COUNT SURVEYS & TRAFFIC DATA
Page 22
AUSTRAFFIC MANUAL INTERSECTION COUNT
Site No.: 2
Location: Myall Street/Bruce Hwy Ramps, Cooroy
Days/Dates: Thursday 13th March 2014
Saturday 15th March 2014
Summary: AM Peak : Hour ending - 5:00 PM
PM Peak : Hour ending - 12:00 PM Myall Street (north)
Total 1 2 3 Total Movements
418 0 93 327 420 vol
AM PEAK
4% 0% 5% 4% 5% % CV
AM PEAK PM PEAK 365 1 61 299 361 vol
PM PEAK
vol % CV vol % CV 3% 0% 3% 3% 3% % CV
Total 384 5% 307 3%
N
8 361 4% 305 3%
7 23 22% 2 0%
To/from Bruce Highway (west)
Total 95 5% 65 3%
vol 59 2 57 0 350
AM PEAK
% CV 2% 0% 2% 0% 5%
vol 63 4 59 0 301
PM PEAK
% CV 2% 0% 2% 0% 3%
Total 6 5 4 Total
Myall Street (south)
Legend
vol = total vehicle volume
% CV = percentage of commercial vehicles (trucks and buses)
Page 23
Myall Street (north)
AUSTRAFFIC MANUAL INTERSECTION COUNT
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Page 24
AUSTRAFFIC MANUAL INTERSECTION COUNT
Site No.: 1 Weather: Fine
Location: Myall Street/Ferrells Road, Cooroy
Days/Dates: Thursday 13th March 2014
Saturday 15th March 2014
Summary: Thurs Peak : Hour ending - 5:00 PM
Sat Peak : Hour ending - 11:45 AM Myall Street (north)
Total 1 2 3 Total Movements
417 0 12 420 432 vol
THUR PEAK
4% 0% 0% 4% 4% % CV
THUR PEAK SAT PEAK 369 0 16 351 367 vol
SAT PEAK
vol % CV vol % CV 2% 0% 0% 3% 2% % CV
Total 22 5% 27 0%
N
8 10 0% 18 0%
7 12 8% 9 0%
Ferrells Road (west)
Total 30 7% 25 0%
Northbound
426
vol 426 18 407 1 433
THUR PEAK
% CV 4% 11% 4% 0% 4% Southbound
vol 360 9 351 0 360 432
SAT PEAK
% CV 3% 0% 3% 0% 3%
Total 6 5 4 Total
Myall Street (south)
Legend
vol = total vehicle volume
% CV = percentage of commercial vehicles (trucks and buses)
Page 25
Myall Street (north)
AUSTRAFFIC MANUAL INTERSECTION COUNT
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Page 26
Queensland ae Traffic Analysis and Reporting System Main’ Roads Annual Volume Report 06-May-2014 14:03 Page 1 of 2 (1 of 7) Region 207 - North Coast Road Section 145 - Cooroy Connection Road Veer EE Growth last Year -2.38% Site 20049 - 100m South of Ferrels Rd AADT 3,485 Growth last 5 Yrs -1.53% Thru Dist 0.63 Avg Week Day 4,007 Growth last 10 Yrs_ 0.97% Type C - Coverage Avg Weekend Day 2,927 Stream 71 - Thru traffic in Lane 1 -in gazettal dirn AADT History 6,000 5,500 5,000 4,500 4,000 3,500 b 2 3,000 < 2,500 2,000 1,500 1,000 500 0 $8 835883285 8 8G &FBRB’EE BSSESER_SsesBsE RE Ss BvEeEE ES 8 88 8 8 8 8 8 FF F&F sBssssgsesesgsessessgssgss8s855 5 S 222 222 22 22 22 2 22 28 &§ § &€§ 8 Ff 8 8H KAA AN 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 3,485 -2.38% -1.53% 0.97% 1998 2,641 2012 3,570 -8.53% -0.60% 1.88% 1997 2011 3,903 8.60% 2.04% 3.87% 1996 2,283 2010 3,594 -5.97% 0.45% 3.53% 1995 2009 3,822 6.79% 4.18% 5.04% 1994 5,045 2008 3,579 -0.06% 4.97% 4.34% 1993 2007 3,581 -0.94% 6.30% 1992 2006 3,615 7.05% 8.08% 5.66% 1991 2005 3,377 16.73% 8.04% 1990 2004 2,893 12.74% 4.15% -0.35% 1989 2003 2,566 -7.46% 0.43% 1988 2002 2,773 7.19% 1987 2001 2,587 11.89% 2.00% 1986 2000 2,312 6.21% 1985 1999 2,465 -6.66% -9.31% 1984 Hourly Averages 13.0 13.0 12.0 12.0 11.0 11.0 10.0 10.0 9.0 9.0 8.0 8.0 5 8 7.0 7.0 z z 6.0 6.0 * x 5.0 5.0 4.0 4.0 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 27
Transport and
Main’ Roads Annual Volume Report
06-May-2014 14:03 Page 2 of 2 (2 of 7)
Queensland
Government Traffic Analysis and Reporting System
Daily Averages
130 130
125 125
120 120
115 115
110 110
5 105 105 5
= 100 too S
95 9 xe
90 90
85 85
80 80
75 75
70 70
Days of the Week
Weekly Averages
111.0 111.0
110.0 110.0
109.0 109.0
108.0 108.0
, 107.0 107.0,
Q Q
= 106.0 106.0 $
x x
105.0 105.0
104.0 104.0
103.0 103.0
102.0 102.0
101.0 101.0
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2013 Calendar
January February March April
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S§ 8
1 2 3 4 5 6 1 2 3 1 2 3 1 2 3 4 5 6 7
7 8 9 10 11 12 13 4 5 6 7 8 9 10 4 5 6 7 8 9 10 8 9 10 11 12 13 14
14 15 16 17 18 19 20 11.12 13 14 5 16 17 11.12 #13 14 15 #16 17 15 16 17 18 19 20 21
21 22 23 24 25 26 27 18 19 20 21 22 23 24 18 19 20 21 22 23 24 22 23 24 25 26 27 28
28 29 30 31 25 26 27 28 25 26 27 28 29 30 31 29 30
May June July August
M oT W T F § 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8
1 2 3 4 5 1 2 1 2 3 4 5 6 7 1 2 3.4
6 7 8 9 10 11 12 3 4 5 6 7 8 9 8 9 10 11 12 13 14 5 6 7 8 9 10 11
13 14 15 16 17 18 19 10 11 12 #13 #14 #15 16 15 16 17 18 19 20 21 12 13 14 15 16 17 18
20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 19 20 21 22 23 24 25
27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 26 27 28 29 30 31
September October November December
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M T W T F S$ 8
30 1 1 2 3.4 ~«5 6 1 2 3 30 «631 1
2 3.4 5 6 7 8 7 8 9 10 11 12 13 4 5 6 7 8 9 10 2 3 4 5 6 7 8
9 10 11 12 13 14 15 14 15 16 17 18 19 20 11.12 #13 14 15 #16 17 9 10 11 12 13 14 15
16 17 18 19 20 21 22 21 22 23 24 25 26 27 18 19 20 21 22 23 24 16 17 18 19 20 21 22
23 24 25 26 27 28 29 28 29 30 31 25 26 27 28 29 30 23 24 25 26 27 28 29
Days on which traffic data was collected.
Page 28
Queensland ae Traffic Analysis and Reporting System Main’ Roads Annual Volume Report 06-May-2014 14:03 Page 1 of 2 (3 of 7) Region 207 - North Coast Road Section 145 - Cooroy Connection Road Veer EES Growth last Year -3.25% Site 20049 - 100m South of Ferrels Rd AADT 4,319 Growth last 5 Yrs -1.77% Thru Dist 0.63 Avg Week Day 4,880 Growth last 10 Yrs_ 0.39% Type C - Coverage Avg Weekend Day 3,800 Stream T2 - Thru traffic in Lane 2 -against gazettal AADT History 5,000 5,000 4,500 4,500 4,000 4,000 3,500 3,500 3,000 3,000 kK kb 2 2500 2,500 2 = = 2,000 2,000 1,500 1,500 1,000 1,000 500 500 0 0 $8 835883285 8 8G &FBRB’EE BSSESER_SsesBsE RE Ss BvEeEE ES 8 88 8 8 8 8 8 FF F&F sBssssgsesesgsessessgssgss8s855 5 S eee ef 2 2 27 27 2 FF FFF 8 FF FH HH KKK KAA AN 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 4,319 -3.25% -1.77% 0.39% 1998 3,202 2012 4,464 -6.36% -0.65% 1.36% 1997 2011 4,767 6.45% 1.20% 2.88% 1996 3,129 2010 4,478 -5.47% 0.02% 2.72% 1995 2009 4,737 3.88% 2.90% 4.00% 1994 4,444 2008 4,560 1.72% 4.01% 3.94% 1993 2007 4,483 -2.03% 4.79% 1992 2006 4,576 6.17% 6.72% 4.96% 1991 2005 4,310 9.84% 6.76% 1990 2004 3,924 13.41% 4.43% 1.65% 1989 2003 3,460 -4.21% 1.44% 1988 2002 3,612 4.94% 1987 2001 3,442 10.71% 2.18% 1986 2000 3,109 -7.64% 1985 1999 3,366 5.12% -3.15% 1984 Hourly Averages 11.0 11.0 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 5 60 60 8 z z xe 80 50 4.0 4.0 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 29
Transport and
Main’ Roads Annual Volume Report
06-May-2014 14:03 Page 2 of 2 (4 of 7)
Queensland
Government Traffic Analysis and Reporting System
Daily Averages
120 120
118 115
110 110
105 105 5.
= 100 too S
R95 95 8
90 90
85 85
80 80
Days of the Week
Weekly Averages
110.0 110.0
109.0 109.0
108.0 108.0
5 107.0 107.0 &
2 =
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105.0 105.0
104.0 104.0
103.0 103.0
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2013 Calendar
January February March April
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S§ 8
1 2 3 4 5 6 1 2 3 1 2 3 1 2 3 4 5 6 7
7 8 9 10 11 12 13 4 5 6 7 8 9 10 4 5 6 7 8 9 10 8 9 10 11 12 13 14
14 15 16 17 18 19 20 11.12 #13 #14 #15 #16 17 11.12 #13 14 15 #16 17 15 16 17 18 19 20 21
21 22 23 24 25 26 27 18 19 20 21 22 23 24 18 19 20 21 22 23 24 22 23 24 25 26 27 28
28 29 30 31 25 26 27 28 25 26 27 28 29 30 31 29 30
May June July August
M oT W T F § 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8
1 2 3 4 5 1 2 1 2 3 4 5 6 7 1 2 3 4
6 7 8 9 10 11 12 3 4 5 6 7 8 9 8 9 10 11 12 13 14 5 6 7 8 9 10 11
13 14 15 16 17 18 19 10 11 12 #13 #14 #15 16 15 16 17 18 19 20 21 12 13 14 15 16 17 18
20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 19 20 21 22 23 24 25
27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 26 27 28 29 30 31
September October November December
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M T W T F S$ 8
30 1 1 2 3 4 5 6 1 2 3 30 «631 1
2 3 4 5 6 7 8 7 8 9 10 11 12 13 4 5 6 7 8 9 10 2 3 4 5 6 7 8
9 10 11 12 13 14 15 14 15 16 17 18 19 20 11.12 #13 14 15 #16 17 9 10 11 12 13 14 15
16 17 18 19 20 21 22 21 22 23 24 25 26 27 18 19 20 21 22 23 24 16 17 18 19 20 21 22
23 24 25 26 27 28 29 28 29 30 31 25 26 27 28 29 30 23 24 25 26 27 28 29
Days on which traffic data was collected.
Page 30
Queensland ae Traffic Analysis and Reporting System Main’ Roads Annual Volume Report 06-May-2014 14:03 Page 1 of 2 (5 of 7) Region 207 - North Coast Road Section 145 - Cooroy Connection Road Veer EWE Growth last Year -2.86% Site 20049 - 100m South of Ferrels Rd AADT 7,804 Growth last 5 Yrs -1.66% Thru Dist 0.63 Avg Week Day 8,896 Growth last 10 Yrs 0.64% Type C - Coverage Avg Weekend Day 6,711 Stream TB - Bi-directional traffic flow AADT History 10,000 10,000 9,000 9,000 8,000 8,000 7,000 7,000 6,000 6,000 kK kb 2 5,000 5,000 z < 4,000 4,000 3,000 3,000 2,000 2,000 1,000 1,000 0 0 $s8s 888283858 8 S$ BRR BRBSBsSEKSEsEsSBveEBEReSsEBsLeERE e2ee2 222 222 22 2 22 2 85 § &§ § F§ &§& &€ F§ &€ KF€& KAKA 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 7,804 -2.86% -1.66% 0.64% 1998 5,843 2012 8,034 -7.34% -0.63% 1.58% 1997 2011 8,670 7A1% 1.58% 3.32% 1996 5,412 2010 8,072 -5.69% 0.21% 3.07% 1995 2009 8,559 5.16% 3.46% 445% 1994 9,489 2008 8,139 0.93% 4.42% 4.11% 1993 2007 8,064 -1.55% 5.45% 1992 2006 8,191 6.56% 7.31% 5.26% 1991 2005 7,687 12.76% 7.31% 1990 2004 6,817 13.13% 4.31% 0.70% 1989 2003 6,026 -5.62% 0.99% 1988 2002 6,385 5.90% 1987 2001 6,029 11.22% 2.09% 1986 2000 5,421 -7.03% 1985 1999 5,831 -0.21% -6.13% 1984 Hourly Averages 12.0 12.0 11.0 11.0 10.0 10.0 9.0 9.0 8.0 8.0 E70 70 6 = 60 60 $ 5.0 5.0 8 4.0 4.0 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 31
® Queensland Government Transport and iain’ Roads 06-May-2014 14:03 111 0 110.0 109.0 108.0 % AADT 107.0 106.0 105.0 104.0 103.0 102.0 14 21 28 13 20 27 30 16 23 o-=4 a 29 14 21 28 10 17 24 - 02-Jan 09-Jan - 16-Jan - 23-Jan - 30-Jan - 06-Feb 27-Dec 03-Jan 10-Jan 17-Jan 24-Jan 31-Jan January T 3 10 17 23 24 30 31 one oy May wo 1 2 39 15 16 22 23 29 30 F 4 1 18 25 F 3 10 17 24 31 September wi oT 4 5 11° 12 18 19 25 26 F 6 3) 20 27 130 125 120 115 110 105 100 95 90 85 80 75 70 % AADT 222 3838 fee Sah 222 3838 fee Sis Ss Ss 5 6 12 13 19 20 26 27 Ss Ss 4.5 112 18 19 25 26 Ss Ss 1 7 8 1415 21 22 28 29 1 18 25 10 17 24 14 21 28 12 19 1 18 o 24 22 29 Traffic Analysis and Reporting System Annual Volume Report February w 13 20 27 w 5 12 19 26 t 14 21 28 June 6 13 20 27 F 1 8 5 22 14 21 28 October one oy 30 t 3) 10 17 24 Sil F 4 1 18 25 Daily Averages Days of the Week Weekly Averages - 05-Jun - 12-Jun 30-May one roy o-0 a 29 12 19 26 06-Jun 10 17 24 one oy 30 ao 20 27 4 1 18 25 oO nw= a 29 4 1 18 25 5 6 12 13 19 20 26 27 T OW 2 3 9 10 16 17 23 24 30 31 28-Aug - 04-Sep 15-Aug 22-Aug - 29-Aug 05-Sep 21 22 28 29 July TOF 4 55 11 12 18 19 25 26 November TO OW 5 6 12 13 19 20 26 27 TOF 1 7 8 14 15 21 22 28 29 Days on which traffic data was collected. ao No 20 21 27 28 ono o 10 17 oy 30 - 16-Oct - 23-Oct - 30-Oct - 06-Nov 10-Oct 17-Oct 24-Oct 31-Oct 07-Nov - 14-Nov 21-Nov 130 125 120 115 110 105 100 95, 90 85 80 75 70 13-Nov - 20-Nov - 27-Nov @ w= a 29 12 19 26 M 9 16 23 % AADT ona a 30 13 20 27 Sil 10 17 Page 2 of 2 (6 of 7) 88228 grees Rgree April wot F 3.4 ~=«5 10 11 «#12 17 18 19 24 25 26 August wot oF 1 2 7 8 9 14 15 16 21 22 23 28 29 30 December wot oF 4 5 6 11.12 «#13 18 19 20 25 26 27 111.0 110.0 109.0 108.0 107.0 106.0 105.0 104.0 103.0 102.0 roy 20 27 10 17 24 Sil 14 21 28 % AADT No 21 28 1 18 25 o 40 a 29
Page 32
Queensland
Government
Transport and
Traffic Analysis and Reporting System TARS
Main Roads
Report Notes for Annual Volume Report
06-May-2014 14:03 Page 1 of 1 (7 of 7)
Annual Volume Report Region
Displays AADT history with hourly, daily and weekly For administration purposes the Department of Transport
patterns by Stream in addition to annual data for AADT and Main Roads has divided Queensland into 12 Regions.
figures with 1 year, 5 year and 10 year growth rates.
Road Section
Annual Average Daily Traffic (AADT) Is the Gazetted road from which the traffic data is collected. Each
Annual Average Daily Traffic (AADT) is the number of vehicles passing Road Section is given a code, allocated sequentially in Gazettal
a point on a road in a 24 hour period, averaged over a calendar year. Direction. Larger roads are broken down into sections and
identified by an ID code with a suffix for easier data collection and
AADT History reporting (eg. 10A, 10B, 10C). Road Sections are then broken
Displays the years when traffic data was collected at this count site. into AADT Segments which are determined by traffic volume.
Avg Week Day Site
Average daily traffic volume during the week days, Monday to Friday. The physical location of a traffic counting device. Sites are
located at a specified Through Distance along a Road Section.
Avg Weekend Day
Average daily traffic volume during the weekend. Stream or Site Stream
The lane number in which the vehicles are travelling.
Calendar TB Traffic flow in both directions
Days on which traffic data was collected are highlighted in green. TG Traffic flow in gazettal direction
TA Traffic flow against gazettal direction
Gazettal Direction T1, T3, T5, T7... Traffic flow in gazettal direction at lane level
T2, T4, T6, T8... Traffic flow against gazettal direction at lane level
Is the direction of the traffic flow. It can be easily recognised by
referring to the name of the road eg. Road Section: 10A Brisbane -
Gympie denotes that the gazettal direction is from Brisbane to Gympie. Thru Dist or TDist
The distance from the beginning of the Road Section, in kilometres.
Growth Percentage Type
Represents the increase or decrease in AADT, using a There are two types of traffic counting sites, Permanent
exponential fit over the previous 1, 5 or 10 year period. and Coverage. Permanent means the traffic counting
device is in place 24/7. Coverage means the traffic
Hour, Day & Week Averages counting device is in place for a specified period of time.
The amount of traffic on the road network varies depending on
the time of day, the day of the week and the week of the year. Year
The ebb and flow of the volume of traffic travelling through a Current year or years chosen. A separate
site over a period of time forms a pattern. The Hour, Day and report will be produced for each year selected.
Week Averages are used in the calculation of AADT.
Copyright
Copyright The State of Queensland (Department of Transport and Main Roads) 2013
Licence
http://creativecommons.org/licences/by-nd/3.0/au
This work is licensed under a Creative Commons Attribution 3.0 Australia (CC BY-ND) Licence. To
attribute this material, cite State of Queensland (Department of Transport and Main Roads) 2013
Page 33
Queensland ae Traffic Analysis and Reporting System Main’ Roads Annual Volume Report 06-May-2014 14:00 Page 1 of 2 (1 of 7) Region 207 - North Coast Road Section 10A - Bruce Highway (Brisbane - Gympie) Veer EWE Cereal si eet RRS Site 20007 - At northern Cooroy off ramp AADT 7,451 Growth last 5 Yrs 1.02% Thru Dist 102.79 Avg Week Day 7,227 Growth last 10 Yrs_ 1.56% Type C - Coverage Avg Weekend Day 6,854 Stream TA - Thru traffic -against gazettal AADT History 8,000 8,000 7,000 7,000 6,000 6,000 5,000 5,000 kK kb 2 4,000 4,000 z < 3,000 3,000 2,000 2,000 1,000 1,000 0 0 $8 835883285 8 8G &FBRB’EE BSSESER_SsesBsE RE Ss BvEeEE ES 222 222 22 22 22 2 22 28 &§ § &€§ 8 Ff 8 8H KAA AN 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 7,451 -3.32% 1.02% 1.56% 1998 2012 7,707 2.47% 2.58% 2.55% 1997 4,544 2011 7,521 5.06% 2.56% 2.65% 1996 2010 7,159 0.35% 0.85% 2.51% 1995 4,322 -8.68% 2009 7,134 2.05% 1.38% 3.13% 1994 4,733 2008 6,991 2.42% 2.37% 1993 2007 6,826 2.94% 2.95% 3.77% 1992 2006 6,631 -7.99% 3.24% 1991 2005 7,207 10.89% 7.12% 6.00% 1990 2004 6,499 12.65% 5.63% 443% 1989 2003 5,769 0.37% 1988 2002 5,748 1.84% 4.81% 1987 2001 5,644 7.34% 1986 2000 5,258 6.59% 4.32% 1985 1999 4,933 2.02% 1984 Hourly Averages 11.0 11.0 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 kb bk 2 6.0 6.0 2 ye 50 50 4.0 4.0 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 34
® Queensland Government Transport and iain’ Roads 06-May-2014 14:00 1 % AADT 14 21 28 3) 20 27 30 16 23 00.0 99.0 98.0 97.0 96.0 95.0 94.0 93.0 o-=4 a 29 14 21 28 10 17 24 - 02-Jan 09-Jan - 16-Jan - 23-Jan - 30-Jan - 06-Feb 27-Dec 03-Jan 10-Jan 17-Jan 24-Jan 31-Jan January T 3 10 17 23 24 30 31 one oy May ors ma 15 16 22 23 29 30 F 4 1 18 25 F ) 10 17 24 31 September wi oT 4 5 11° 12 18 19 25 26 F 6 3) 20 27 130 125 120 115 110 105 100 95 90 85 80 % AADT 222 3838 fee Sah 222 3838 eee Sia s s DI 6 12 13 19 20 26 27 s s 4 5 11. (12 18 19 25 26 s s 1 7 8 14 15 21 22 28 29 1 18 25 10 17 24 14 21 28 12 19 1 18 o 24 22 29 Traffic Analysis and Reporting System Annual Volume Report February w 13 20 27 w 5 12 19 26 t 14 21 28 June 6 13 20 27 F 1 8 5 22 14 21 28 October one oy 30 t 3) 10 17 24 Sil F 4 1 18 25 Daily Averages Days of the Week Weekly Averages - 05-Jun - 12-Jun 30-May one roy o-0 a 29 12 19 26 06-Jun 10 17 24 one oy 30 ao 20 27 4 1 18 25 oO nw= a 29 4 1 18 25 = 28-Aug 04-Sep 25-Jul 01-Aug 08-Aug - 15-Aug 22-Aug 29-Aug 05-Sep - March Tow T F 1 5 |6 7 |8 12 13 14 15 19 20 21 22 26 27 28 29 July Tow T F 2 3 4 5 9 10 11 12 16 17 18 19 23 24 25 26 30 31 November TO OW T F 1 5 6 7 8 12 13 14 15 19 20 21 22 26 27 28 29 Days on which traffic data was collected. ao No 20 21 27 28 ono o 10 17 oy 30 - 16-Oct - 23-Oct - 30-Oct - 06-Nov 10-Oct 17-Oct 24-Oct 31-Oct 07-Nov - 14-Nov 21-Nov 130 125 120 115 110 105 100 95, 90 85 80 13-Nov @ w= a 29 12 19 26 M 9 16 23 % AADT - 20-Nov - 27-Nov ona oy 30 13 20 27 Sil 10 17 Page 2 of 2 (2 of 7) 88228 grees Rgree April wot F 3.4 ~=«5 10 11 «#12 17 18 19 24 25 26 August wot oF 1 2 7 8 9 14 15 16 21 22 23 28 29 30 December wot oF 4 5 6 11.12 «#13 18 19 20 25 26 27 100.0 99.0 98.0 97.0 96.0 95.0 94.0 93.0 roy 20 27 10 17 24 Sil 14 21 28 % AADT No 21 28 1 18 25 o 40 a 29
Page 35
Queensland ae Traffic Analysis and Reporting System Main’ Roads Annual Volume Report 06-May-2014 14:00 Page 1 of 2 (3 of 7) Region 207 - North Coast Road Section 10A - Bruce Highway (Brisbane - Gympie) Veer EU Ceromiin isi vet RUB Site 20007 - At northern Cooroy off ramp AADT 15,846 Growth last 5 Yrs 1.19% Thru Dist 102.79 Avg Week Day 15,370 Growth last 10 Yrs_ 1.55% Type C - Coverage Avg Weekend Day 14,578 Stream TB - Bi-directional traffic flow AADT History 20,000 20,000 18,000 18,000 16,000 16,000 14,000 14,000 12,000 12,000 kK kb 2 10,000 10,000 2 = = 8,000 8,000 6,000 6,000 4,000 4,000 2,000 2,000 0 0 $s8s 888283858 8 S$ BRR BRBSBsSEKSEsEsSBveEBEReSsEBsLeERE 8 8 8 8 8 8 888s & BS 8k.k FS fF fF fF sesssgssesesgesgsees 2222 22 2 2 22 22 222 285 § &§ § FHF K€ KF 8 8 RRA AN 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 15,846 -1.18% 1.19% 1.55% 1998 2012 16,035 1.59% 2.03% 2.05% 1997 9,780 2011 15,784 4.11% 2.29% 2.17% 1996 2010 15,161 0.25% 0.80% 2.17% 1995 9,351 2.49% 2009 15,123 2.11% 1.25% 2.79% 1994 9,124 2008 14,811 1.74% 2.16% 1993 2007 14,558 4.05% 2.38% 3.50% 1992 2006 13,991 -8.70% 2.04% 1991 2005 15,325 9.94% 6.30% 5.67% 1990 2004 13,940 12.73% 5.17% 4.70% 1989 2003 12,366 -4.69% 1988 2002 12,975 2.91% 6.13% 1987 2001 12,608 12.32% 1986 2000 11,225 5.28% 4.02% 1985 1999 10,662 3.34% 1984 Hourly Averages 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 E 6.0 60 a Qa S 50 50 $ Z 40 ao ® 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 36
Transport and
Main’ Roads Annual Volume Report
06-May-2014 14:00 Page 2 of 2 (4 of 7)
Queensland
Government Traffic Analysis and Reporting System
Daily Averages
120 120
118 115
110 110
105 105 5.
= 100 too S
R95 95 8
90 90
85 85
80 80
Days of the Week
Weekly Averages
100.0 100.0
99.0 99.0
98.0 98.0
kK kb
Q Q
= 970 o7.0 =
* x
96.0 96.0
95.0 95.0
94.0 94.0
SEEEESB333 ss 33 SSSssFESIIIBE
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2013 Calendar
January February March April
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S§ 8
1 2 3 4 5 6 1 2 3 1 2 3 1 2 3 4 5 6 7
7 8 9 10 11 12 13 4 5 6 7 8 9 10 4 5 6 7 8 9 10 8 9 10 11 12 13 14
14 15 16 17 18 19 20 11.12 #13 #14 #15 #16 17 11.12 #13 14 #15 #16 17 15 16 17 18 19 20 21
21 22 23 24 25 26 27 18 19 20 21 22 23 24 18 19 20 21 22 23 24 22 23 24 25 26 27 28
28 29 30 31 25 26 27 28 25 26 27 28 29 30 31 29 30
May June July August
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8
1 2 3 4 +5 1 2 1 2 3 4 5 6 7 1 2 3 4
6 7 8 10 11 #12 3 4 5 6 7 8 9 8 9 10 11 12 13 14 5 6 7 8 9 10 11
13 14 15 16 17 18 19 10 11 12 #13 #14 #15 16 15 16 17 18 19 20 21 12 13 14 15 16 17 18
20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 19 20 21 22 23 24 25
27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 26 27 28 29 30 31
September October November December
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M T W T F S$ 8
30 1 1 2 3 4 5 6 1 2 3 30 «631 1
2 3 4 5 6 7 8 7 8 9 10 11 12 13 4 5 6 7 8 9 10 2 3 4 5 6 7 8
9 10 11 12 13 14 15 14 15 16 17 18 19 20 11.12 #13 14 15 #16 17 9 10 11 12 13 14 15
16 17 18 19 20 21 22 21 22 23 24 25 26 27 18 19 20 21 22 23 24 16 17 18 19 20 21 22
23 24 25 26 27 28 29 28 29 30 31 25 26 27 28 29 30 23 24 25 26 27 28 29
Days on which traffic data was collected.
Page 37
Transport and Main’ Roads Annual Volume Report 06-May-2014 14:00 Page 1 of 2 (5 of 7) Queensland Government Traffic Analysis and Reporting System Region 207 - North Coast Road Section 10A - Bruce Highway (Brisbane - Gympie) Veer EUS Saag 0.50% Site 20007 - At northern Cooroy off ramp AADT 8,395 Growth last 5 Yrs 1.35% Thru Dist 102.79 Avg Week Day 8,143 Growth last 10 Yrs_ 1.55% Type C - Coverage Avg Weekend Day 7,723 Stream TG - Thru traffic -in gazettal dirn AADT History 9,000 8,000 7,000 6,000 kK 5,000 a <= < 4,000 3,000 2,000 1,000 0 $8 835883285 8 8G &FBRB’EE BSSESER_SsesBsE RE Ss BvEeEE ES 8 88 8 8 8 8 8 FF F&F sBssssgsesesgsessessgssgss8s855 5 S eee ef 2 2 27 27 2 FF FFF 8 FF FH HH KKK KAA AN 1-Year 5-Year 10-Year 1-Year 5-Year 10-Year Year AADT Growth Growth Growth Year AADT Growth Growth Growth 2013 8,395 0.80% 1.35% 1.55% 1998 2012 8,328 0.79% 1.53% 1.62% 1997 5,236 2011 8,263 3.26% 2.04% 1.75% 1996 2010 8,002 0.16% 0.75% 1.89% 1995 5,029 14.53% 2009 7,989 2.16% 1.14% 2.50% 1994 4,391 2008 7,820 1.14% 1.96% 1993 2007 7,732 5.05% 1.91% 3.27% 1992 2006 7,360 -9.34% 1.02% 1991 2005 8,118 9.10% 5.61% 5.39% 1990 2004 7,441 12.79% 4.78% 4.97% 1989 2003 6,597 -8.72% 1988 2002 7,227 3.78% 7.25% 1987 2001 6,964 16.71% 1986 2000 5,967 4.15% 3.75% 1985 1999 5,729 4.62% 1984 Hourly Averages 10.0 10.0 9.0 9.0 8.0 8.0 7.0 7.0 E 6.0 60 a Qa S 50 50 $ Z 40 ao ® 3.0 3.0 2.0 2.0 1.0 1.0 0.0 0.0 Hours of the Week
Page 38
Transport and
Main’ Roads Annual Volume Report
06-May-2014 14:00 Page 2 of 2 (6 of 7)
Queensland
Government Traffic Analysis and Reporting System
Daily Averages
120 120
118 115
110 110
105 105 5.
= 100 too S
R95 95 8
90 90
85 85
80 80
Days of the Week
Weekly Averages
100.0 100.0
99.0 99.0
98.0 98.0
kK kb
Q Q
= 970 o7.0 =
* x
96.0 96.0
95.0 95.0
94.0 94.0
SEEEESB333 ss 33 SSSssFESIIIBE
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2013 Calendar
January February March April
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S§ 8
1 2 3 4 5 6 1 2 3 1 2 3 1 2 3 4 5 6 7
7 8 9 10 11 12 13 4 5 6 7 8 9 10 4 5 6 7 8 9 10 8 9 10 11 12 13 14
14 15 16 17 18 19 20 11.12 #13 #14 #15 #16 17 11.12 #13 14 #15 #16 17 15 16 17 18 19 20 21
21 22 23 24 25 26 27 18 19 20 21 22 23 24 18 19 20 21 22 23 24 22 23 24 25 26 27 28
28 29 30 31 25 26 27 28 25 26 27 28 29 30 31 29 30
May June July August
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8
1 2 3 4 +5 1 2 1 2 3 4 5 6 7 1 2 3 4
6 7 8 10 11 #12 3 4 5 6 7 8 9 8 9 10 11 12 13 14 5 6 7 8 9 10 11
13 14 15 16 17 18 19 10 11 12 #13 #14 #15 16 15 16 17 18 19 20 21 12 13 14 15 16 17 18
20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 19 20 21 22 23 24 25
27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 26 27 28 29 30 31
September October November December
M oT W T F S$ 8 M oT W T F S$ 8 M oT W T F S$ 8 M T W T F S$ 8
30 1 1 2 3 4 5 6 1 2 3 30 «631 1
2 3 4 5 6 7 8 7 8 9 10 11 12 13 4 5 6 7 8 9 10 2 3 4 5 6 7 8
9 10 11 12 13 14 15 14 15 16 17 18 19 20 11.12 #13 14 15 #16 17 9 10 11 12 13 14 15
16 17 18 19 20 21 22 21 22 23 24 25 26 27 18 19 20 21 22 23 24 16 17 18 19 20 21 22
23 24 25 26 27 28 29 28 29 30 31 25 26 27 28 29 30 23 24 25 26 27 28 29
Days on which traffic data was collected.
Page 39
Queensland
Government
Transport and
Traffic Analysis and Reporting System TARS
Main Roads
Report Notes for Annual Volume Report
06-May-2014 14:00 Page 1 of 1 (7 of 7)
Annual Volume Report Region
Displays AADT history with hourly, daily and weekly For administration purposes the Department of Transport
patterns by Stream in addition to annual data for AADT and Main Roads has divided Queensland into 12 Regions.
figures with 1 year, 5 year and 10 year growth rates.
Road Section
Annual Average Daily Traffic (AADT) Is the Gazetted road from which the traffic data is collected. Each
Annual Average Daily Traffic (AADT) is the number of vehicles passing Road Section is given a code, allocated sequentially in Gazettal
a point on a road in a 24 hour period, averaged over a calendar year. Direction. Larger roads are broken down into sections and
identified by an ID code with a suffix for easier data collection and
AADT History reporting (eg. 10A, 10B, 10C). Road Sections are then broken
Displays the years when traffic data was collected at this count site. into AADT Segments which are determined by traffic volume.
Avg Week Day Site
Average daily traffic volume during the week days, Monday to Friday. The physical location of a traffic counting device. Sites are
located at a specified Through Distance along a Road Section.
Avg Weekend Day
Average daily traffic volume during the weekend. Stream or Site Stream
The lane number in which the vehicles are travelling.
Calendar TB Traffic flow in both directions
Days on which traffic data was collected are highlighted in green. TG Traffic flow in gazettal direction
TA Traffic flow against gazettal direction
Gazettal Direction T1, T3, T5, T7... Traffic flow in gazettal direction at lane level
T2, T4, T6, T8... Traffic flow against gazettal direction at lane level
Is the direction of the traffic flow. It can be easily recognised by
referring to the name of the road eg. Road Section: 10A Brisbane -
Gympie denotes that the gazettal direction is from Brisbane to Gympie. Thru Dist or TDist
The distance from the beginning of the Road Section, in kilometres.
Growth Percentage Type
Represents the increase or decrease in AADT, using a There are two types of traffic counting sites, Permanent
exponential fit over the previous 1, 5 or 10 year period. and Coverage. Permanent means the traffic counting
device is in place 24/7. Coverage means the traffic
Hour, Day & Week Averages counting device is in place for a specified period of time.
The amount of traffic on the road network varies depending on
the time of day, the day of the week and the week of the year. Year
The ebb and flow of the volume of traffic travelling through a Current year or years chosen. A separate
site over a period of time forms a pattern. The Hour, Day and report will be produced for each year selected.
Week Averages are used in the calculation of AADT.
Copyright
Copyright The State of Queensland (Department of Transport and Main Roads) 2013
Licence
http://creativecommons.org/licences/by-nd/3.0/au
This work is licensed under a Creative Commons Attribution 3.0 Australia (CC BY-ND) Licence. To
attribute this material, cite State of Queensland (Department of Transport and Main Roads) 2013
Page 40
PEKOL TRAFFIC & TRANSPORT APPENDIX D FORECAST TRAFFIC MOVEMENTS
Page 41
592
169
Myall Street (N) Elm Street
928
362
369 348
Overlander Ave
12 420
10
13
Ferrells Road
19 407
433
SITE
Bruce Highway
426
745 93 327
361
Bruce Highway Ramps 23
756 2 57
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 1
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2014 Existing Evening Peak Hour
Page 42
Myall Street (N) Elm Street
Overlander Ave
16 351
18
9
Ferrells Road
9 351
360
SITE
Bruce Highway
360
596 62 299
305
Bruce Highway Ramps 2
672 4 59
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 2
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2014 Existing Saturday Peak Hour
Page 43
Growth Factor 1.03
622
178
Myall Street (N) Elm Street
975
380
388 366
Overlander Ave
12 433
10
13
Ferrells Road
19 419
446
SITE
Bruce Highway
438
768 96 337
372
Bruce Highway Ramps 24
778 2 59
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 3
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 Pre Development Evening Peak Hour
Page 44
Growth Factor 1.03
Myall Street (N) Elm Street
Overlander Ave
16 362
18
9
Ferrells Road
9 362
371
SITE
Bruce Highway
371
614 64 308
314
Bruce Highway Ramps 2
692 4 61
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 4
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 Pre Development Saturday Peak Hour
Page 45
Growth Factor 1.14
674
192
Myall Street (N) Elm Street
1056
412
420 396
Overlander Ave
12 478
10
13
Ferrells Road
19 463
491
SITE
Bruce Highway
482
848 106 372
411
Bruce Highway Ramps 26
860 2 65
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 5
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 Pre Development Evening Peak Hour
Page 46
Growth Factor 1.14
Myall Street (N) Elm Street
Overlander Ave
16 399
18
9
Ferrells Road
9 399
408
SITE
Bruce Highway
408
678 71 340
347
Bruce Highway Ramps 2
764 5 67
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 6
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 Pre Development Saturday Peak Hour
Page 47
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
0 31
0
2
Ferrells Road
2 31
70 -38
70
100
SITE
Bruce Highway
99 -37
29 33
61
Bruce Highway Ramps 0
0 1
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 7
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 PM Development Generated Traffic: Evening Peak Hour
Page 48
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
0 31
0
2
Ferrells Road
2 31
65 -33
65
86
SITE
Bruce Highway
86 -33
26 28
53
Bruce Highway Ramps 0
0 1
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 8
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 PM Development Generated Traffic: Saturday Peak Hour
Page 49
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
0 31
0
2
Ferrells Road
2 31
73 -41
73
109
SITE
Bruce Highway
108 -40
32 36
67
Bruce Highway Ramps 0
0 1
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 9
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 PM Development Generated Traffic: Evening Peak Hour
Page 50
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
0 31
0
2
Ferrells Road
2 31
68 -35
68
94
SITE
Bruce Highway
94 -35
29 30
57
Bruce Highway Ramps 0
0 1
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 10
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 PM Development Generated Traffic: Saturday Peak Hour
Page 51
622
186
Myall Street (N) Elm Street
975
399
402 379
Overlander Ave
12 463
10
15
Ferrells Road
21 450
70 408
70
100
SITE
Bruce Highway
99 401
0 125 370
433
Bruce Highway Ramps 24
0 2 60
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 11
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 Post Development Evening Peak Hour
Page 52
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
16 392
18
11
Ferrells Road
11 392
65 338
65
86
SITE
Bruce Highway
86 338
0 90 336
367
Bruce Highway Ramps 2
0 4 62
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 12
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2017 Post Development Saturday Peak Hour
Page 53
674
201
Myall Street (N) Elm Street
1056
431
434 409
Overlander Ave
12 509
10
15
Ferrells Road
21 494
73 450
73
109
SITE
Bruce Highway
108 442
0 138 408
478
Bruce Highway Ramps 26
0 2 66
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 13
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 Post Development Evening Peak Hour
Page 54
0
9
Myall Street (N) Elm Street
0
19
14 13
Overlander Ave
16 430
18
11
Ferrells Road
11 430
68 373
68
94
SITE
Bruce Highway
94 373
0 99 370
405
Bruce Highway Ramps 2
0 5 68
Myall Street
Client Project
Verve Building Design Myall Street, Cooroy
Date Job No. Drawing No.
P 07 3839 6771 17/12/2014 13-126 Figure 14
E [email protected]
GD02 67 St Pauls Terrace Spring Hill QLD 4000
2027 Post Development Saturday Peak Hour
Page 55
PEKOL TRAFFIC & TRANSPORT APPENDIX E SIDRA INTERSECTION ANALYSIS
Page 56
SITE LAYOUT
Site: 2017 PM Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2017 PM Post-Development
Giveway / Yield (Two-Way)
Created: Thursday, 15 January 2015 12:25:27 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Page 57
LANE SUMMARY
Site: 2017 PM Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2017 PM Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 104 4.0 1806 0.058 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 422 4.0 1901 0.222 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 526 4.0 0.222 1.1 NA 0.0 0.0
North: Myall Street (North)
Lane 1 429 4.0 1901 0.226 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 74 4.0 617 0.120 100 9.4 LOS A 0.4 3.1 Short 50 0.0 0.0
Approach 503 4.0 0.226 1.4 NA 0.4 3.1
West: Site Access
Lane 1 74 4.0 822 0.090 100 7.8 LOS A 0.3 2.3 Full 500 0.0 0.0
Lane 2 105 4.0 284 0.371 100 20.0 LOS C 1.4 10.4 Short 20 0.0 0.0
Approach 179 4.0 0.371 15.0 LOS B 1.4 10.4
Intersection 1208 4.0 0.371 3.3 NA 1.4 10.4
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS
measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:29:02 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Site Access\Myall St - Site Access.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 58
LANE SUMMARY
Site: 2017 SAT Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2017 SAT Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 91 4.0 1806 0.050 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 356 4.0 1901 0.187 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 446 4.0 0.187 1.1 NA 0.0 0.0
North: Myall Street (North)
Lane 1 356 4.0 1901 0.187 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 68 4.0 692 0.099 100 8.5 LOS A 0.4 2.6 Short 50 0.0 0.0
Approach 424 4.0 0.187 1.4 NA 0.4 2.6
West: Site Access
Lane 1 68 4.0 895 0.076 100 7.3 LOS A 0.3 2.0 Full 500 0.0 0.0
Lane 2 91 4.0 365 0.248 100 14.7 LOS B 0.9 6.5 Short 20 0.0 0.0
Approach 159 4.0 0.248 11.6 LOS B 0.9 6.5
Intersection 1029 4.0 0.248 2.9 NA 0.9 6.5
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Tuesday, 23 December 2014 5:12:49 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Site Access\Myall St - Site Access.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 59
LANE SUMMARY
Site: 2027 PM Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2027 PM Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 114 4.0 1806 0.063 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 465 4.0 1901 0.245 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 579 4.0 0.245 1.1 NA 0.0 0.0
North: Myall Street (North)
Lane 1 474 4.0 1901 0.249 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 77 4.0 569 0.135 100 10.0 LOS B 0.5 3.4 Short 50 0.0 0.0
Approach 551 4.0 0.249 1.4 NA 0.5 3.4
West: Site Access
Lane 1 77 4.0 775 0.099 100 8.2 LOS A 0.3 2.5 Full 500 0.0 0.0
Lane 2 115 4.0 240 0.477 100 25.0 LOS D 1.9 14.0 Short 20 0.0 0.0
Approach 192 4.0 0.477 18.3 LOS C 1.9 14.0
Intersection 1321 4.0 0.477 3.7 NA 1.9 14.0
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:31:18 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Site Access\Myall St - Site Access.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 60
LANE SUMMARY
Site: 2027 SAT Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2027 SAT Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 99 4.0 1806 0.055 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 393 4.0 1901 0.207 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 492 4.0 0.207 1.1 NA 0.0 0.0
North: Myall Street (North)
Lane 1 393 4.0 1901 0.207 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 72 4.0 649 0.110 100 9.0 LOS A 0.4 2.8 Short 50 0.0 0.0
Approach 464 4.0 0.207 1.4 NA 0.4 2.8
West: Site Access
Lane 1 72 4.0 854 0.084 100 7.6 LOS A 0.3 2.1 Full 500 0.0 0.0
Lane 2 99 4.0 321 0.309 100 17.2 LOS C 1.2 8.4 Short 20 0.0 0.0
Approach 171 4.0 0.309 13.2 LOS B 1.2 8.4
Intersection 1126 4.0 0.309 3.1 NA 1.2 8.4
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Tuesday, 23 December 2014 5:13:51 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Site Access\Myall St - Site Access.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 61
SITE LAYOUT
Site: 2014 PM Existing
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2014 PM Existing
Giveway / Yield (Two-Way)
Created: Thursday, 15 January 2015 12:32:03 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Page 62
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6 8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 63
LANE SUMMARY
Site: 2014 PM Existing
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2014 PM Existing
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 20 4.0 1806 0.011 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 428 4.0 1901 0.225 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 448 4.0 0.225 0.3 NA 0.0 0.0
North: Myall Street (North)
Lane 1 442 4.0 1901 0.233 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 13 4.0 681 0.019 100 8.3 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 455 4.0 0.233 0.3 NA 0.1 0.5
West: Ferrells Road
Lane 1 24 4.0 437 0.055 100 11.7 LOS B 0.2 1.3 Full 500 0.0 0.0
Approach 24 4.0 0.055 11.7 LOS B 0.2 1.3
Intersection 927 4.0 0.233 0.6 NA 0.2 1.3
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:29:40 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 64
LANE SUMMARY
Site: 2014 SAT Existing
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2014 SAT Existing
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 9 2.0 1831 0.005 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 369 2.0 1925 0.192 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 379 2.0 0.192 0.2 NA 0.0 0.0
North: Myall Street (North)
Lane 1 369 2.0 1925 0.192 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 17 2.0 765 0.022 100 7.6 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 386 2.0 0.192 0.4 NA 0.1 0.5
West: Ferrells Road
Lane 1 28 2.0 645 0.044 100 8.9 LOS A 0.1 1.0 Full 500 0.0 0.0
Approach 28 2.0 0.044 8.9 LOS A 0.1 1.0
Intersection 794 2.0 0.192 0.6 NA 0.1 1.0
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:31:58 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 65
LANE SUMMARY
Site: 2017 PM Pre Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2017 PM Pre-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 20 4.0 1806 0.011 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 441 4.0 1901 0.232 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 461 4.0 0.232 0.3 NA 0.0 0.0
North: Myall Street (North)
Lane 1 456 4.0 1901 0.240 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 13 4.0 669 0.019 100 8.4 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 468 4.0 0.240 0.3 NA 0.1 0.5
West: Ferrells Road
Lane 1 24 4.0 699 0.035 100 8.8 LOS A 0.1 0.8 Full 500 0.0 0.0
Approach 24 4.0 0.035 8.8 LOS A 0.1 0.8
Intersection 954 4.0 0.240 0.5 NA 0.1 0.8
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:34:04 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 66
LANE SUMMARY
Site: 2017 PM Post Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2017 PM Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 22 4.0 1806 0.012 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 474 4.0 1901 0.249 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 496 4.0 0.249 0.3 NA 0.0 0.0
North: Myall Street (North)
Lane 1 487 4.0 1901 0.256 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 13 4.0 635 0.020 100 8.7 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 500 4.0 0.256 0.2 NA 0.1 0.5
West: Ferrells Road
Lane 1 26 4.0 369 0.071 100 13.4 LOS B 0.2 1.6 Full 500 0.0 0.0
Approach 26 4.0 0.071 13.4 LOS B 0.2 1.6
Intersection 1022 4.0 0.256 0.6 NA 0.2 1.6
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:36:23 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 67
LANE SUMMARY
Site: 2017 SAT Pre-Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2017 SAT Pre-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 9 2.0 1831 0.005 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 381 2.0 1925 0.198 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 391 2.0 0.198 0.2 NA 0.0 0.0
North: Myall Street (North)
Lane 1 381 2.0 1925 0.198 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 17 2.0 753 0.022 100 7.7 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 398 2.0 0.198 0.3 NA 0.1 0.5
West: Ferrells Road
Lane 1 28 2.0 629 0.045 100 9.0 LOS A 0.2 1.1 Full 500 0.0 0.0
Approach 28 2.0 0.045 9.0 LOS A 0.2 1.1
Intersection 817 2.0 0.198 0.6 NA 0.2 1.1
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:43:12 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 68
LANE SUMMARY
Site: 2017 SAT Post-Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2017 SAT Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 12 2.0 1831 0.006 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 413 2.0 1925 0.214 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 424 2.0 0.214 0.2 NA 0.0 0.0
North: Myall Street (North)
Lane 1 413 2.0 1925 0.214 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 17 2.0 719 0.023 100 8.0 LOS A 0.1 0.6 Short 50 0.0 0.0
Approach 429 2.0 0.214 0.3 NA 0.1 0.6
West: Ferrells Road
Lane 1 31 2.0 561 0.054 100 9.8 LOS A 0.2 1.3 Full 500 0.0 0.0
Approach 31 2.0 0.054 9.8 LOS A 0.2 1.3
Intersection 884 2.0 0.214 0.6 NA 0.2 1.3
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:45:32 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 69
LANE SUMMARY
Site: 2027 PM Pre Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2027 PM Pre-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 20 4.0 1806 0.011 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 487 4.0 1901 0.256 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 507 4.0 0.256 0.2 NA 0.0 0.0
North: Myall Street (North)
Lane 1 503 4.0 1901 0.265 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 13 4.0 623 0.020 100 8.9 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 516 4.0 0.265 0.2 NA 0.1 0.5
West: Ferrells Road
Lane 1 24 4.0 375 0.065 100 13.2 LOS B 0.2 1.5 Full 500 0.0 0.0
Approach 24 4.0 0.065 13.2 LOS B 0.2 1.5
Intersection 1047 4.0 0.265 0.5 NA 0.2 1.5
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:39:35 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 70
LANE SUMMARY
Site: 2027 PM Post Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2027 PM Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 22 4.0 1806 0.012 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 520 4.0 1901 0.274 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 542 4.0 0.274 0.3 NA 0.0 0.0
North: Myall Street (North)
Lane 1 536 4.0 1901 0.282 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 13 4.0 590 0.021 100 9.2 LOS A 0.1 0.5 Short 50 0.0 0.0
Approach 548 4.0 0.282 0.2 NA 0.1 0.5
West: Ferrells Road
Lane 1 26 4.0 586 0.045 100 10.0 LOS B 0.1 1.1 Full 500 0.0 0.0
Approach 26 4.0 0.045 10.0 LOS B 0.1 1.1
Intersection 1117 4.0 0.282 0.5 NA 0.1 1.1
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:40:38 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 71
LANE SUMMARY
Site: 2027 SAT Pre-Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2027 SAT Pre-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 9 2.0 1831 0.005 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 420 2.0 1925 0.218 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 429 2.0 0.218 0.1 NA 0.0 0.0
North: Myall Street (North)
Lane 1 420 2.0 1925 0.218 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 17 2.0 713 0.024 100 8.0 LOS A 0.1 0.6 Short 50 0.0 0.0
Approach 437 2.0 0.218 0.3 NA 0.1 0.6
West: Ferrells Road
Lane 1 28 2.0 575 0.049 100 9.7 LOS A 0.2 1.2 Full 500 0.0 0.0
Approach 28 2.0 0.049 9.7 LOS A 0.2 1.2
Intersection 895 2.0 0.218 0.5 NA 0.2 1.2
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:47:18 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 72
LANE SUMMARY
Site: 2027 SAT Post-Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2027 SAT Post-Development
Giveway / Yield (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 12 2.0 1831 0.006 100 5.6 LOS A 0.0 0.0 Short 70 0.0 0.0
Lane 2 453 2.0 1925 0.235 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 464 2.0 0.235 0.2 NA 0.0 0.0
North: Myall Street (North)
Lane 1 453 2.0 1925 0.235 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 17 2.0 679 0.025 100 8.3 LOS A 0.1 0.6 Short 50 0.0 0.0
Approach 469 2.0 0.235 0.3 NA 0.1 0.6
West: Ferrells Road
Lane 1 31 2.0 508 0.060 100 10.6 LOS B 0.2 1.4 Full 500 0.0 0.0
Approach 31 2.0 0.060 10.6 LOS B 0.2 1.4
Intersection 964 2.0 0.235 0.6 NA 0.2 1.4
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 11:49:00 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 73
SITE LAYOUT
Site: 2014 PM Existing
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2014 PM Existing
Stop (Two-Way)
Created: Thursday, 15 January 2015 12:43:29 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Page 74
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce Highway Ramps.sip6 8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 75
LANE SUMMARY
Site: 2014 PM Existing
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2014 PM Existing
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 62 5.0 2112 0.029 100 8.5 LOS A 0.1 0.7 Full 500 0.0 0.0
Approach 62 5.0 0.029 8.5 LOS A 0.1 0.7
North: Myall Street (North)
Lane 1 344 5.0 1889 0.182 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 98 5.0 1793 0.055 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 442 5.0 0.182 1.3 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 380 5.0 1793 0.212 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 24 5.0 781 0.031 100 7.4 LOS A 0.1 0.6 Full 500 0.0 0.0
Approach 404 5.0 0.212 5.8 LOS A 0.1 0.6
Intersection 908 5.0 0.212 3.8 NA 0.1 0.7
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 12:42:13 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 76
LANE SUMMARY
Site: 2014 SAT Existing
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2014 SAT Existing
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 66 3.0 1157 0.057 100 8.9 LOS A 0.2 1.2 Full 500 0.0 0.0
Approach 66 3.0 0.057 8.9 LOS A 0.2 1.2
North: Myall Street (North)
Lane 1 315 3.0 1913 0.165 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 65 3.0 1818 0.036 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 380 3.0 0.165 1.0 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 321 3.0 1818 0.177 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 2 3.0 843 0.002 100 7.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 323 3.0 0.177 5.7 LOS A 0.0 0.0
Intersection 769 3.0 0.177 3.6 NA 0.2 1.2
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:11:04 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 77
LANE SUMMARY
Site: 2017 PM Pre-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2017 PM Pre-Dev
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 64 5.0 1032 0.062 100 9.5 LOS A 0.2 1.3 Full 500 0.0 0.0
Approach 64 5.0 0.062 9.5 LOS A 0.2 1.3
North: Myall Street (North)
Lane 1 355 5.0 1889 0.188 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 101 5.0 1793 0.056 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 456 5.0 0.188 1.3 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 392 5.0 1793 0.218 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 25 5.0 738 0.034 100 7.0 LOS A 0.1 0.5 Full 500 0.0 0.0
Approach 417 5.0 0.218 5.8 LOS A 0.1 0.5
Intersection 937 5.0 0.218 3.8 NA 0.2 1.3
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 12:58:41 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 78
LANE SUMMARY
Site: 2017 PM Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2017 PM Post-Dev
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 65 5.0 944 0.069 100 9.8 LOS A 0.2 1.4 Full 500 0.0 0.0
Approach 65 5.0 0.069 9.8 LOS A 0.2 1.4
North: Myall Street (North)
Lane 1 389 5.0 1889 0.206 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 132 5.0 1793 0.073 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 521 5.0 0.206 1.4 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 456 5.0 1793 0.254 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 25 5.0 718 0.035 100 7.9 LOS A 0.1 0.7 Full 500 0.0 0.0
Approach 481 5.0 0.254 5.8 LOS A 0.1 0.7
Intersection 1067 5.0 0.254 3.9 NA 0.2 1.4
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:26:08 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 79
LANE SUMMARY
Site: 2017 SAT Pre-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2017 SAT Pre-Development
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 68 3.0 1144 0.060 100 9.0 LOS A 0.2 1.2 Full 500 0.0 0.0
Approach 68 3.0 0.060 9.0 LOS A 0.2 1.2
North: Myall Street (North)
Lane 1 324 3.0 1913 0.170 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 67 3.0 1818 0.037 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 392 3.0 0.170 1.0 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 331 3.0 1818 0.182 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 2 3.0 832 0.003 100 7.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Approach 333 3.0 0.182 5.7 LOS A 0.0 0.0
Intersection 793 3.0 0.182 3.6 NA 0.2 1.2
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:12:47 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 80
LANE SUMMARY
Site: 2017 SAT Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2017 SAT Post-Development
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 69 3.0 1067 0.065 100 9.3 LOS A 0.2 1.3 Full 500 0.0 0.0
Approach 69 3.0 0.065 9.3 LOS A 0.2 1.3
North: Myall Street (North)
Lane 1 354 3.0 1913 0.185 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 95 3.0 1818 0.052 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 448 3.0 0.185 1.2 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 386 3.0 1818 0.212 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 2 3.0 787 0.003 100 7.3 LOS A 0.0 0.1 Full 500 0.0 0.0
Approach 388 3.0 0.212 5.7 LOS A 0.0 0.1
Intersection 906 3.0 0.212 3.7 NA 0.2 1.3
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:23:08 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 81
LANE SUMMARY
Site: 2027 PM Pre-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2027 PM Pre-Dev
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 71 5.0 976 0.072 100 9.7 LOS A 0.2 1.5 Full 500 0.0 0.0
Approach 71 5.0 0.072 9.7 LOS A 0.2 1.5
North: Myall Street (North)
Lane 1 392 5.0 1889 0.207 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 112 5.0 1793 0.062 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 503 5.0 0.207 1.3 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 433 5.0 1793 0.241 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 27 5.0 727 0.038 100 7.8 LOS A 0.1 0.8 Full 500 0.0 0.0
Approach 460 5.0 0.241 5.8 LOS A 0.1 0.8
Intersection 1034 5.0 0.241 3.9 NA 0.2 1.5
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:06:15 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 82
LANE SUMMARY
Site: 2027 PM Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2027 PM Post-Dev
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 72 5.0 882 0.081 100 10.2 LOS B 0.2 1.7 Full 500 0.0 0.0
Approach 72 5.0 0.081 10.2 LOS B 0.2 1.7
North: Myall Street (North)
Lane 1 429 5.0 1889 0.227 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 145 5.0 1793 0.081 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 575 5.0 0.227 1.4 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 503 5.0 1793 0.281 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 27 5.0 673 0.041 100 8.3 LOS A 0.1 0.8 Full 500 0.0 0.0
Approach 531 5.0 0.281 5.8 LOS A 0.1 0.8
Intersection 1177 5.0 0.281 3.9 NA 0.2 1.7
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:26:34 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 83
LANE SUMMARY
Site: 2027 SAT Pre-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2027 SAT Pre-Development
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 76 3.0 1099 0.069 100 9.2 LOS A 0.2 1.4 Full 500 0.0 0.0
Approach 76 3.0 0.069 9.2 LOS A 0.2 1.4
North: Myall Street (North)
Lane 1 358 3.0 1913 0.187 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 75 3.0 1818 0.041 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 433 3.0 0.187 1.0 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 365 3.0 1818 0.201 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 2 3.0 794 0.003 100 7.2 LOS A 0.0 0.1 Full 500 0.0 0.0
Approach 367 3.0 0.201 5.7 LOS A 0.0 0.1
Intersection 876 3.0 0.201 3.7 NA 0.2 1.4
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:24:22 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC
Page 84
LANE SUMMARY
Site: 2027 SAT Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2027 SAT Post-Development
Stop (Two-Way)
Lane Use and Performance
Demand Flows Deg. Lane Average Level of 95% Back of Queue Lane Lane Cap. Prob.
Total HV Cap. Satn Util. Delay Service Veh Dist Config Length Adj. Block.
veh/h % veh/h v/c % sec m m % %
South: Myall Street (South)
Lane 1 77 3.0 1016 0.076 100 9.5 LOS A 0.2 1.6 Full 500 0.0 0.0
Approach 77 3.0 0.076 9.5 LOS A 0.2 1.6
North: Myall Street (North)
Lane 1 389 3.0 1913 0.204 100 0.0 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 104 3.0 1818 0.057 100 5.6 LOS A 0.0 0.0 Short 50 0.0 0.0
Approach 494 3.0 0.204 1.2 NA 0.0 0.0
West: Bruce Highway Ramps
Lane 1 426 3.0 1818 0.234 100 5.7 LOS A 0.0 0.0 Full 500 0.0 0.0
Lane 2 2 3.0 746 0.003 100 7.6 LOS A 0.0 0.1 Full 500 0.0 0.0
Approach 428 3.0 0.234 5.7 LOS A 0.0 0.1
Intersection 999 3.0 0.234 3.8 NA 0.2 1.6
Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Processed: Wednesday, 24 December 2014 1:25:37 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877 www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC