Original source · versioned page text
Attach F - Traffic
Attached to the e-mail MCU16/0012 - 5 Garnet Street Cooroy.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
5 GARNET STREET, COOROY TRAFFIC IMPACT ASSESSMENT 09 FEBRUARY 2016 PREPARED FOR [OCR of page images] 5 GARNET STREET, COOROY TRAFFIC IMPACT ASSESSMENT 09 FEBRUARY 2016 PREPARED FOR wy verve Building Design & Concepts AS PEKOL TRAFFIC & TRANSPORT
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 30 (of 79)
Section 2
DOCUMENT CONTROL RECORD DOCUMENT REV PURPOSE DATE AUTHOR REVIEWER APPROVED SIGNED COPYRIGHT DISCLAIMER
Section 3
TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 EXISTING CONDITIONS 2 3.0 PROPOSED DEVELOPMENT 8 4.0 TRAFFIC OPERATIONS 14 5.0 CONCLUSIONS AND RECOMMENDATIONS 20 APPENDIX A TRAFFIC COUNT SURVEYS APPENDIX B: DEVELOPMENT SITE LAYOUT APPENDIX C: INTERSECTION ANALYSES APPENDIX D: RETAIL PARKING DEMAND DATA APPENDIX E: FORECAST TURNING MOVEMENTS APPENDIX F: VEHICLE SWEPT PATHS
Section 4
1.0 INTRODUCTION
SITE
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
1d
1.2
1.3
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX
INTRODUCTION
Background
In June 2015, Pekol Traffic and Transport (PTT) was commissioned by Verve Building Design &
Concepts Pty Ltd to undertake a traffic impact assessment for a proposed retail development at 5 Garnet
Street, Cooroy. The location of the subject site is shown on Figure 1.1.
Figure 1.1: SITE LOCALITY
Uy
;
t
Oo : |
3 I
5 = i
Emerald st 3 i
1
Emerald st 4 1
Emerald st ‘ {
i
1
i
w i
My Wimmers ia fe) 1
2 SS '
Gamer St = = '
a Om : @
= '
° Garner St ae '
Gong ge | A
ee
' %.
) 2
I
Victory in ! ~
3 5 i a
is = 1 oe Rub)
5 £ I a ey
g '
= 3 {
S i
& & '
2 oe
= - +
= ‘ a 4 é&
@ ‘
Intersections Assessed O S 1
5 = 1
= ‘
Aim
The aim of this assessment is to evaluate the proposed development in terms of its peak hour traffic
generation, parking and servicing arrangments, impact on the surrounding road network and the scope of
any external works required to maintain safe and efficient traffic operations.
Scope of Report
This report begins by summarising the characteristics of the existing road network (Chapter 2), followed
by a description of the scope and scale of the proposed development, including a consideration of its likely
traffic operating characteristics (Chapter 3). The latter are then overlayed on top of future year peak hour
traffic operations on the adjacent road network to identify potential future traffic impacts (Chapter 4).
The report concludes with a summary of key findings (Chapter 5).
Section 5
2.0 EXISTING CONDITIONS
SUBJECT
SITE
Existing Driveway
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
2.0 EXISTING CONDITIONS
2.1 Subject Site
The subject site is located on the northern side of Garnet Street and to the south of Wimmers Lane. It is
identified as Lot 14 on RP845961 and comprises a total area of 3,035m*. The subject site is currently
occupied by the now disused Wimmers soft drink factory. An aerial view of the subject site is shown in
Figure 2.1.
Figure 2.1: SUBJECT SITE
SUBJECT
SITE
= a
az ae ce
Existing Driveway
my Fee
——
The subject site is bounded as follows:
to the north by Wimmers Lane
=
== —_ to the east by 1 Garnet Street and 34 Maple Street
== _ to the south by Garnet Street
_
to the west by 7 Garnet Street
The development site is zoned as a Business Centre according to the Noosa Plan (Version 6.2). The
surrounding area includes a mix of retail, residential, commercial and community uses, reflecting the
proximity of the subject site to the Cooroy town centre.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 2
Section 6
ATTRIBUTE GARNET STREET WIMMERS LANE [OCR of page images] PEKOL TRAFFIC & TRANSPORT 2.2 Access The subject site currently has multiple driveway crossovers on both Garnet Street and Wimmers Lane, as shown in Figure 2.1. 2.3. Road Network Key attributes of the surrounding road network are summarised in Table 2.1. Table 2.1: ROAD NETWORK ATTRIBUTES Road Hierarchy Collector Road Local Road Directionality Two - Way Two - Way Number of Lanes 2 2 Carriageway Width 12m 4m Speed Limit (km/h) 40 Not Posted Jurisdiction Council Council Predominant Land Use Commercial/Retail/Residential | Commercial/Retail/Residential Kerb and Channel Yes In Part Dedicated Parking Yes No Footpaths Yes No Bicycle Lanes No No Bus Route Yes No With the exception of the initial 25m east of the intersection with Wattle Street, Wimmers Lane is approximately 4m wide along its entire length and operates as a one-lane, two way street. Wimmers Lane provides access to the parking and service areas for a small number of retail and commercial premises fronting Garnet Street and Emerald Street. There is no posted speed limit on Wimmers Lane. However, based on its length and carriageway width, vehicle speeds are likely to be in the order of 20km/hr. To the west of the site is Elm Street, which is part of the state controlled road network, administered by the Department of Transport and Main Roads (DTMR). A short distance to the west of the rail overbridge, Elm Street meets Myall Street at a priority-controlled intersection. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 3
Section 7
MYALL STREET / GARNET MYALL STREET / ELM
ATTRIBUTE
STREET / MAPLE STREET STREET
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
2.4
2.5
Traffic Volumes
To assist in the quantification of existing road network operations proximate to the site, turning
movement surveys were sourced for Thursday 16 and Saturday 18 July 2015 at the following intersections:
== Myall Street / Elm Street priority intersection
== Myall Street / Garnet Street / Maple Street roundabout
The weekday evening and Saturday peak period traffic volumes at the Myall Street / Elm Street
intersection and Myall Street / Garnet Street / Maple Street roundabout are shown in Table 2.2, along with
the key operational attributes of these intersections. The traffic count data is provided in Appendix A.
Table 2.2: INTERSECTION ATTRIBUTES
Evening Peak (Thursday)
Peak Hour 3:15pm - 4:15pm. 3:00pm — 4:00pm
Volume (vph) 1,750 2,120
% Heavy Vehicle 3% 5%
Peak Flow Factor 98% 92%
Saturday Peak
Peak Hour 11:00am — 12:00pm 11:00am — 12:00pm
Volume (vph) 1,350 1,580
% Heavy Vehicle 1% 1%
Peak Flow Factor 94% 93%
Intersection Operations
A series of SIDRA analyses were conducted to quantify the existing traffic operations at the Myall Street /
Elm Street intersection and Myall Street / Garnet Street / Maple Street roundabout. The existing
intersection layouts and the equivalent SIDRA representations are shown in Figures 2.2 and 2.3
respectively.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 4
Section 8
[OCR of page images] PEKOL TRAFFIC & TRANSPORT Figure 2.2: MYALL STREET / GARNET STREET / MAPLE STREET z= Maple Street (north) wens nowes, Figure 2.3: MYALL STREET / ELM STREET Myall Street (north) Elm Street (east) Myall Street (south) These analyses were based on the traffic count data presented in Appendix A with: gap acceptance parameters as per Table 13.7 of Main Roads’ Road Planning and Design Manual circulating widths and central island diameters as measured from aerial photography Peak Flow Factors (PFF), as detailed in Table 2.2 the observed proportion of heavy vehicles (%HV) for each movement SIDRA default values for other parameters The degree of saturation for a movement is defined as the ratio of traffic demand to the capacity of the movement. The critical movement relates to the approach or movement with the highest degree of saturation. Table 2.3 is an extract from the SIDRA manual, which defines the operational rating in relation to the degree of saturation for priority, roundabout and signal controlled intersections. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 5
Section 9
LEVEL OF DEGREE OF SATURATION
RATING
SERVICE
SIGNALS ROUNDABOUT PRIORITY
PEAK HOUR & 95%
SCENARIO DOS QUEUE CRITICAL MOVEMENT
Section 10
[OCR of page images] PEKOL TRAFFIC & TRANSPORT 2.7 P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX Active and Public Transport 2.7.1 Active Transport Pedestrian footways are provided on all roads (with the exception of Wimmers Lane) in the immediate vicinity of the development site. There are currently no cycling facilities in the area. 2.7.2 Public Transport There are three bus stops within a 200m radius of the site. These stops are serviced regularly by Translink bus services 631 and 632, linking the site to Tewantin, Nambour, Cooroy, Pomona, Cooran, Yandina, Eumundi and Noosa Junction. Cooroy rail station is also located within 200m walking distance of the site, as shown in Figure 2.4. Figure 2.4: PUBLIC TRANSPORT PROXIMATE TO THE SITE . id es Ba . \ ; / S. trom . oO / : \ ° . 100m Pe * J ald \ : : ay 200m |. die I \ \ | I * Bendigo Bank $ 7 @) . \ 3 i * 7 coony \ ; > / * 2 7 * = mn \ ¢ ° i , q c 5 7 Bus stop O ee r Train Station
Section 11
3.0 PROPOSED DEVELOPMENT
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
3.0 PROPOSED DEVELOPMENT
3.1 Site Layout
It is understood the proposed development comprises a new retail supermarket comprising a total of
1,365m? GFA (with a ‘use area’ of 1,097 m’). The proposed development layout is attached in Appendix B,
with the ground floor shown in Figure 3.1.
Figure 3.1: PROPOSED GROUND FLOOR DEVELOPMENT LAYOUT
LEFT TURN IN / LEFT TURN OUT
‘NEW CONC. FOOTPATH TO
‘SITE FRONTAGE - CONNECT
—-EAaCH ENO TO EXIST.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 8
Section 12
PEKOL TRAFFIC & TRANSPORT 3.2 3.3 Vehicular Access Arrangements 3.2.1 Access Location Vehicular access to the on-site car parking area is proposed via Garnet Street. The development proposal will result in the rationalisation of access driveways on Garnet Street from two to one. The proposed development access is located in generally the same location as the existing eastern driveway. It is recommended that the existing western driveway on Garnet Street be removed and the kerb and channel and concrete footpath reinstated. The proposed driveway would have a width of 9m at the property boundary, which is consistent with the Australian Standards! for an access located on a local road, serving a high-turnover parking area with less than 100 spaces. The vehicular access on Garnet Street would accommodate all turn movements. In addition to the Garnet Street access, a service vehicle only driveway is proposed on Wimmers Lane, as described in Section 3.4 below. 3.2.2 Sight Distance Garnet Street has a posted speed limit of 40km/h in the vicinity of the site. Austroads recommends a minimum safe intersection sight distance (SISD) of 73m for access driveways of this type within a 40km/h speed environment. On-site observations indicate that there is in excess of 100m sight distance available to the west. To the east, the Myall Street / Garnet Street / Maple Street roundabout is located approximately 60m from the proposed driveway location. Vehicles entering Garnet Street from this intersection will need slow to around 20 - 30km/h in order to negotiate the roundabout. Therefore, the available sight distance at the proposed driveway location is sufficient. The available sight distance also complies with AS2890.1, which recommends 55m for a 40 km/hr speed. Car Parking 3.3.1 Requirement The most relevant parking standard from the Noosa Plan for a supermarket development is a Type 2 retail business (shop and salon), which has minimum parking requirements as follows: == one space per 20m’, or part thereof, of use area for areas up to 100m? (excluding outdoor dining area) == one space per 15m’, or part thereof, of use area for areas in excess of 100m* (excluding outdoor dining area) == one space per 10m”, or part thereof of any outdoor dining area In addition to the Noosa Plan, we have referenced other relevant guidelines and data sources to determine the likely peak parking demand for this type of development as follows: ' Australian Standards (2004) Parking Facilities Part 1: Off-street car parking (AS2890.1) P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 9
Section 13
STANDARD PARKING RATE NO. OF
SPACES
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
w= the Sunshine Coast Planning Scheme (2014), which requires a car parking provision for retail
development at the rate of one space per 20m? GFA
== —_—-we understand that the previous Noosa Shire Council typically accepted parking provision for
retail developments at a rate of 5.2 spaces per 100m’ GFA
m= TTM and PTT data on parking demand from 13 retail developments (of varying sizes) in
Queensland which indicate that the peak parking demand for a 1,266m? GFA development would
be in the order of 5.1 spaces per 100m? (data included at Appendix D)
Table 3.1 sets out the parking standards described above and the associated number of spaces to be
provided under each.
Table 3.1: PARKING REQUIREMENTS
1 space per 20m’ of use area for areas up to 100m?
Noosa Plan 72
1 space per 15m” for areas in excess of 100m?
Sunshine Coast Council
Planning Scheme 1 space per 20m? GFA 69
Noosa Council Previously 5.2 spaces per 100m? GFA 1
Accepted Retail Rate
TTM / PTT Retail Data 5.1 spaces per 100m? GFA 70
Total 69 - 72 spaces
Table 3.1 demonstrates that all the parking rates are similar, falling into the 69 — 72 space range.
3.3.2 Provision
It is proposed to provide a total of 74 on-site car parking spaces, including two person with disability
(PWD) bays. In addition, eight motorcycle spaces are proposed, which is consistent with the number of
spaces required by Noosa Planning Scheme Policy 26 - Motorcycle and Motor Scooter Parking (ie one
space per 10 car parking spaces).
The above results in a total parking provision of 76 on-site spaces (based on an equivalence of four
motorcycle bays per car parking space). The total proposed parking provision is four spaces in excess of
that required under the Noosa Plan. It is also higher than the requirements of the Sunshine Coast
Planning Scheme and peak parking demand based on surveyed data.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 10
Section 14
PEKOL TRAFFIC & TRANSPORT 3.4 3.5 In addition, the following points are noted: w= _ there is a large amount of on-street car parking on Garnet Street, which would be available for customers of the retail store m= _ the site is located in very close proximity to the Cooroy town centre and is therefore likely to experience higher levels of pedestrian movements than a standalone retail facility in a more suburban area On this basis, the proposed provision is considered sufficient to accommodate the anticipated peak parking demand. 3.3.3 Design The layout and provision of on-site car parking is generally consistent with the requirements of Australian Standard AS2890.1:2004 Parking Facilities Part 1: ‘Off-Street Car Parking’ in terms of bay dimensions, aisle widths, vehicle circulation and manoeuvring. This is typified by: 2.7m x 5.4m vehicle parking spaces 1.35m x 2.5m motorcycle parking spaces appropriately dimensioned PWD spaces with adjacent shared space parking aisles of 6.2m wide or greater aramp width of 6.1m (5.5m plus 0.3m clearance on both sides) a maximum ramp gradient of lin 5 with 2m transitions at the top and bottom 3.3.4 Impact on On-Street Parking The proposed access driveway on Garnet Street would generally be at the same location as the existing eastern driveway. The widening of this driveway out to 9m at the property boundary may result in the loss of one on-street car parking space. However, this would be more than offset by the provision of additional on-street car parking in conjunction with the removal of the existing western driveway crossover on Garnet Street. Queuing It is estimated that there is adequate provision to accommodate two - three queuing vehicles (ie 15m) between the property boundary and the first internal conflict point associated with the car parking area. This queuing provision is consistent with the minimum requirements of AS2890.1, based on the number of on-site parking spaces (ie 76 spaces). Servicing An on-site loading / refuse collection area is proposed at the rear of the supermarket, which would be accessed from Wimmers Lane. The width of Wimmers Lane and constrained intersection arrangements at the western end (ie with Maple Street) limit the type of vehicles that can access the loading area. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 11
Section 15
WATTLE STREET INTERSECTION MAPLE STREET INTERSECTION [OCR of page images] PEKOL TRAFFIC & TRANSPORT The Noosa Plan does not specify a design vehicle for this type and size of development. However, this service area could accommodate a 12.5m heavy rigid vehicle (HRV). Therefore, it is proposed that the maximum size of vehicle servicing the development would be a HRV. Based on similar sized stores in Queensland, the operator estimates that the proposed supermarket would generate an average of around 15 daily one-way service vehicle movements on weekdays with four movements predicted on weekends. This equates to approximately two service vehicle movements per hour on Wimmers Lane on weekdays. It is understood that the operator would make all deliveries to the proposed supermarket by rigid body truck (ie a HRV or smaller). To service the site, it is proposed that vehicles would arrive via Wimmers Lane from the west, turn right into the site and reverse back into the loading area. To exit, vehicles would manoeuvre back on to Wimmers Lane in forward gear and travel eastbound to Maple Street. Swept paths showing a HRV making the turn movements from Wattle Street into Wimmers Lane (to the west of the site) and from Wimmers Lane into Maple Street (to the east of the site) are provided in Figure 3.2 (and attached at Appendix F). These demonstrate that the existing geometry and alignment of Wimmers Lane is adequate to accommodate this vehicle type. Figure 3.2: WIMMER LANE INTERSECTION SWEPT PATHS ae MAPLE STREET INTERSECTION ¥ The swept path of a HRV accessing and egressing the subject development is presented in Figure 3.3 and is also attached (at Appendix F) to this report. As demonstrated, a HRV would be able to reverse into the site and exit in forward gear. A forward lift refuse collection vehicle (RCV) would be able to undertake the same manoeuvre to access the bin store, which is located in the north-east corner of the site. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 12
Section 16
[OCR of page images] PEKOL TRAFFIC & TRANSPORT It is recommended that an 18m wide driveway crossover be provided on Wimmers Lane to accommodate HRV entry and exit, as shown in Figure 3.3. Figure 3.3: WIMMER LANE DRIVEWAY AND HRV SWEPT PATHS 100 18100 11000 6200 6200 5400 SUPERMARKET - BACK OF RAMP UP HOUSE > 286 m? RAMP DOWN ARKING 3.6 Active and Public Transport 3.6.1 Active Transport The proposed development will not have a negative impact on the existing pedestrian or cyclist facilities. It is recommended that cycle parking be provided (approximately eight spaces) for staff and customer use. This should be located in close proximity to the supermarket entrance, in an area with a high level of casual surveillance. 3.6.2 Public Transport The proposed development will not have a negative impact on the existing and proposed public transport services and facilities. In fact, the additional public transport demand generated by the development is likely to increase the viability of local services. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 13
Section 17
4.0 TRAFFIC OPERATIONS
SCALE TRIPS IN:OUT IN:OUT
LAND USE 2
(m ) TRIP RATE (Veh/hr) SPLIT SPLIT
(VEH/HR)
Section 18
2
Traffic Generation = 14.8vph per 100m
2
Supermarket GLA 1,365m
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
4.2.2 Proposed Use
The development traffic generation has been estimated based on published rates for shopping centres in
‘Provincial Cities’. The traffic generation rates are derived from the graph shown in Figure 4.1.
Figure 4.1: TRAFFIC GENERATION FOR SHOPPING CENTRE USE
Traffic Generation = 14.8vph per 100m?
SHOPPING CENTRES
Design Generation Rates
SAT *10% , THURS -10%
Brisbane Metropolitan
Provincial Cities
( veh/hour / 100 sq.m. GLA)
~
Rural Communities
GENERATION RATE
Supermarket GLA 1,365m>
0 10 2 30 40 50 60 70 80
GROSS LEASABLE FLOOR AREA (000’s of sq.m.)
The rates are altered, as indicated in the graph with a 10% decrease for the Thursday evening period and a
10% increase for the Saturday period, as follows:
m= _—-:13.3vph per 100m’ Gross Leasable Area (GLA) - Thursday evening peak period
m= —«:16.3vph per 100m’ GLA - Saturday peak period
The calculations are summarised in Tables 4.2 and 4.3 for the weekday evening and Saturday peak hours
respectively.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 15
Section 19
IN:OUT
SCALE TRIPS IN:OUT
LAND USE TRIP RATE SPLIT
(M2) (Veh/hr) SPLIT
(VEH/HR)
IN:OUT
SCALE TRIPS IN:OUT
LAND USE TRIP RATE SPLIT
(M2) (Veh/hr) SPLIT
(VEH/HR)
Section 20
[OCR of page images] PEKOL TRAFFIC & TRANSPORT Figure 4.2: PROPOSED PEAK HOUR TRAFFIC DISTRIBUTION 25% 75% SL t 75% 13% 3% 50% Garnet Street 10% 8% Maple Street. —— Maple Street 5% 3% Cooroy Station Access Road (east) 7 = Myallst 60% ~N | 25% 15% 35% Pou Elm Street tL Myall St 35% 44 Intersection Performance The likely impact of the proposed development on the future year (2017 and 2027) peak hour operations on the surrounding road network has been assessed using SIDRA. These analyses are based on the peak hour scenario turning movement forecasts for the existing operations and assumed turning proportions for the post-development scenarios, which are presented in Appendix E. 4.4.1 Myall Street / Garnet Street / Maple Street Roundabout SIDRA analyses were performed to quantify the future year (ie 2017 and 2027) peak hour operations of this intersection. These were undertaken using the layout shown in Figure 2.2. The results are summarised in Table 4.4 and presented in Appendix C. P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 17
Section 21
PEAK HOUR & 95%
DOS CRITICAL MOVEMENT
SCENARIO QUEUE
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
Table 4.4: MYALL STREET / GARNET STREET / MAPLE STREET ROUNDABOUT
Thursday Evening
2015 Existing 58% 5.2 Myall Street (South East)- All movements
2017 Pre Development 60% 5.6 Myall Street (South East)- All movements
2017 Post Development 63% 6.2 Myall Street (South East)- All movements
2027 Pre Development 70% 7.7 Myall Street (South East)- All movements
2027 Post Development 74% 8.8 Myall Street (South East)- All movements
Saturday Peak
2015 Existing 40% 2.8 Myall Street (South East)- All movements
2017 Pre Development 42% 3.1 Myall Street (South East)- All movements
2017 Post Development 43% 3.2 Maple Street (North) - All movements
2027 Pre Development 48% 3.7 Maple Street (North) - All movements
2027 Post Development 51% 41 Maple Street (North) - All movements
The results predict that the Myall Street / Garnet Street / Maple Street roundabout will operate at an
‘excellent’ level of service during the 2017 pre-development scenario, with ‘very good’ operations in the
2017 post development scenario. In the 2027 scenario, the existing intersection layout is expected to
experience ‘very good’ operations in the pre-development scenario and ‘good’ operations in the post
development scenario. The results indicate that all of the Saturday pre-development and post
development scenarios will experience ‘excellent’ traffic operations.
The results show that additional traffic associated with the proposed development is not expected to
significantly increase the critical degree of saturation. All of the scenarios assessed are within the DIMR
acceptable limits for roundabouts.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 18
Section 22
PEAK HOUR & 95%
DOS CRITICAL MOVEMENT
SCENARIO QUEUE
[OCR of page images]
PEKOL TRAFFIC & TRANSPORT
4.4.2 Myall Street / Elm Street Intersection
The SIDRA analysis of the Myall Street/Elm Street intersection was undertaken using the layout as shown
in Figure 2.3. The results of these analyses are attached in Appendix C, and are summarised in Table 4.5.
Table 4.5: MYALL STREET / ELM STREET INTERSECTION
Evening Peak
2015 Existing 58% 5.0 Elm Street (East) — All movements
2017 Pre Development 60% 5.6 Elm Street (East) — All movements
2017 Post Development 63% 6.2 Myall Street (South) - right turn
2027 Pre Development 95% 9.3 Myall Street (South) - right turn
2027 Post Development 106% 16.1 Myall Street (South) - right turn
Saturday Peak
2015 Existing 50% 3.3 Elm Street (East) — All movements
2017 Pre Development 44% 2.8 Elm Street (East) — All movements
2017 Post Development 47% 3.2 Elm Street (East) — All movements
2027 Pre Development 52% 44 Elm Street (East) — All movements
2027 Post Development 54% 49 Elm Street (East) — All movements
Table 4.5 demonstrates that the Myall Street / Elm Street intersection is expected to experience ‘very good’
or better operations during the 2017 weekday evening pre-development and post development scenarios.
However, background traffic growth is expected to result in ‘poor operations during the 2027 evening
peak. Based on the results, we estimate that the Myall Street / Elm Street intersection will fail under
predevelopment traffic loads by 2023 / 2024.
By comparison, post development flows are expected to have a marginal impact on traffic operations at
this intersection. We estimate that the traffic generated by the subject development ‘brings forward’ the
need to upgrade this intersection by approximately one year.
The results indicate that the Myall Street / Elm Street intersection is expected to experience ‘excellent’
operations during the 2017 and 2027 Saturday peak periods under both pre-development and post
development traffic loads.
P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 19
Section 23
5.0 CONCLUSIONS AND RECOMMENDATIONS [OCR of page images] PEKOL TRAFFIC & TRANSPORT 5.0 5.1 5.2 CONCLUSIONS AND RECOMMENDATIONS Conclusions The retail supermarket at 5 Garnet Street, Cooroy has been evaluated in terms of its impact on the surrounding road network, site access operations and internal layout. The main points to note are: it is proposed to redevelop the site to provide a retail supermarket comprising a total of 1,365m? GFA (with a ‘use area’ of 1,097 m’) vehicular access to the on-site car parking area is proposed from Garnet Street, with an additional access for service vehicles on Wimmers Lane a total of 76 parking spaces are proposed for the development (comprising 74 car parking spaces and eight motorcycle spaces), which meets the requirements of the Noosa Plan and is consistent with other relevant rates for retail use an on-site loading and refuse collection area is proposed that would enable an HRV to enter and exit the site from Wimmers Lane during evening peak hour operations, the proposed development is expected to generate 182 peak hour two-way vehicle movements (comprising 149 ‘new’ trips) with 222 (182 ‘new’ trips) predicted during the Saturday peak hour the Myall Street / Garnet Street / Maple Street roundabout intersection is expected to experience ‘excellent’ to ‘good’ levels of service, and operate within the GARID limits of acceptable limits for the post development scenarios while the Myall Street / Elm Street intersection is predicted to fail under predevelopment traffic loads by 2023 / 2024, the additional traffic generated by the subject development is expected to have a marginal impact, bringing forward the need to upgrade this intersection by approximately one year Recommendations Based on our analysis it is recommended that: the existing western driveway on Garnet Street is removed and the kerb and channel and concrete footpath reinstated an 18m wide driveway crossover be provided on Wimmer Lane to accommodate HRV entry and exit, as shown in Figure 3.2 cycle parking be provided (approximately eight spaces) for staff and customer use, located in close proximity to the supermarket entrance and in an area with a high level of casual surveillance P:\2014-15\15-228 GARNET STREET, COOROY\REPORTS\15-228 GARNET ST, COOROY TIA.DOCX 20
Section 24
APPENDIX A TRAFFIC COUNT SURVEYS [OCR of page images] PEKOL TRAFFIC & TRANSPORT APPENDIX A TRAFFIC COUNT SURVEYS
Section 25
11666 - Cooroy - IC
16 July 2015
JOB NUMBER 11666
JOB NAME Cooroy
CLIENT Pekol Traffic & Transport
SURVEY LOCATIONS 1. Myall Street & Elm Street
2. Myall Street & Garnet Street & Maple Street
SURVEY TYPE Intersection Count
SURVEY DATE 16 July 2015
SURVEY PERIOD 3:00 PM - 5:00 PM
WEATHER Fine
Austraffic (QLD) - 8/71 Beenleigh Road, Coopers Plains, QLD 4108 - Ph: (07) 3423 8277- Fax: (07) 3423 8077
Section 26
Page 1 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Myall Street (north) N
1 2 3 A
Site No.: 1 Weather: Fine
Location: Myall Street/Elm Street
Day/Date: Thursday, 16 July 2015
Elm Street (east)
PM Peak: Hour ending - 4:00 PM Camera Position 4
5
B
C 8 7 6
Myall Street (south)
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8 Pedestrian Movements
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
A B C
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
3:15 PM 0 0 0 0 36 1 37 0 159 18 177 0 132 7 139 0 108 10 118 0 0 0 0 0 40 1 41 0 76 3 79 0 0 0 0
3:30 PM 0 0 0 0 46 0 46 0 162 5 167 1 119 4 123 0 80 10 90 0 0 0 0 0 39 3 42 0 90 6 96 1 0 0 0
3:45 PM 0 0 0 0 30 1 31 0 148 3 151 0 100 4 104 0 63 4 67 0 0 0 0 0 53 3 56 0 63 3 66 2 0 0 0
4:00 PM 0 0 0 0 42 2 44 0 112 9 121 0 141 6 147 0 66 3 69 0 0 0 0 0 42 2 44 0 65 4 69 1 0 0 0
4:15 PM 0 0 0 0 49 2 51 0 150 4 154 0 112 0 112 0 64 3 67 0 0 0 0 0 48 1 49 1 90 0 90 0 0 0 0
4:30 PM 0 0 0 0 38 0 38 0 128 2 130 0 113 3 116 0 62 2 64 0 0 0 0 0 51 1 52 0 61 2 63 0 0 0 0
4:45 PM 0 0 0 0 44 2 46 0 167 1 168 1 94 7 101 0 58 4 62 0 0 0 0 0 52 1 53 0 59 1 60 0 0 0 0
5:00 PM 0 0 0 0 44 1 45 0 124 2 126 1 99 4 103 0 62 1 63 0 0 0 0 0 49 3 52 0 67 0 67 0 0 0 0
0
0
0
0
329
9
338
0
1150
44
1194
3
910
35
945
0
563
37
600
0
0
0
0
0
374
15
389
1
571
19
590
4
0
0
0
2 hr Total
PM Peak
0
0
0
0
154
4
158
0
581
35
616
1
492
21
513
0
317
27
344
0
0
0
0
0
174
9
183
0
294
16
310
4
0
0
0
[OCR of page images]
Page I of 2
Myall Street (north)
AUSTRAFFIC VIDEO INTERSECTION COUNT
a
5 oO ooo OO CO oO Of lo
£
o
>
°
= -Q oOo OOO OD oO OT”7D 0
&
a
a
3 <_< coo COCO CO Oo ofg 0
gJsQ]O - N - COO Ofp 7
©
< eo|2 & 8 88 8 S & joes ore
o
&
$
2 saya, Area] oOo Oo t+ ON + CFE OL
seqoyern Hoe & 888 & B Shres vez
sispf9]C COC Or OO Off 0
KR
2 mols {$8 IS 8 B SG ese est
o
&
$
2 sajaya, AveaH]-—- Oo 9 N KH HK + OIGL 6
sepyen oS BBIES BB Lee bet
sIsjpoIQ} 0 OC OOOO Oo Og 0
B
8 o
¥ 2 [eaj]Jo ooo oO oO oO Og 0
o
5 £
a g
£ 2 sgjayap AneaH]]}O FC OC OOO Oo Og 0
wi
7+ sgaiya, YB} COC OO oO oO Ofg 0
=)
gJsIQ]C COCO OO Oo Ofg 0
4 A
i i ro co
it i oo < eol- & 5 8& S S Sooo pve
i igs |3
: : 3 E
: ct 8 >
— re 2 sajaya, Aneay}Oo St Mm man + + WWE lz
i i §
: : ©
to tin @ sepryen 6712 8 8 8 SS B SIeos ze
: : §
i i=
: 10 sispo9,° Oo COO oO oO Ofg 0
¥ @ vw < eaestkaere
< = mole X S Fr FS Sicve eis
oS o
2 &
S $
x | seen Area] + + © OM Nm + IGE 1z
s
Vv
=
6 Yaooran
sgoyen yo - © + + ~ F F fore 6b
sispof9}o - COCO Or |e L
2 EBEAE SBS
z lelol]S Sb N HH © N Ire 919
£
$
2 saya, AAeay]2 1 Mm Oo + AN KH A I by Ise
sepyen yo] SF * BA S Alosu Les
gJsIQ]C COCO OO Oo Ofg 0
N
2 PONS $s $b B F Fieee ech
o
&
$
2 sgaiye, Aaeay}- OK NN ON HK |g iv
ov
< seer 6S SYS 8 ¥ Fieze pst
ra =
= a
Beus sispo9,° Oo COO oO oO Ofg lo
wor.
REST
n™
Sez. = jewoj]jJo oc lo Oo oO Oo oO Ofg 0
uD a
of —
gc 3 ‘
225 2 | saiyen Mneapyfo oo oo Oo Oo Off 0
WBu
—¢g5s
BSL
apa2et sgayap Iysq]}o COO oO oO Oo Og 0
=r
a 2 SSS585885
66 & § us aaaaaaaa
=eoe Fe 28232 8 g gimrne prednd
28ers = onanryr + ¥ 0
noua Aa
Section 27
AUSTRAFFIC VIDEO INTERSECTION COUNT Maple Street (north) N Page 1 of 2
Camera Position 1 2 3 4 5 A Camera Position
Site No.: 2 Weather: Fine E B
Location: Myall Street/Garnet Street/Maple Street 25 6
Day/Date: Thursday, 16 July 2015 24 7
PM Peak: Hour ending - 4:15 PM Garnet Street (west) 23 8 Cooroy Station Access Road (east)
22 9
21 10
C
20 11
19 18 12
13
Maple Street
17 16 15 14 Myall Street (south)
D
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
3:15 PM 0 0 0 0 1 0 1 0 7 0 7 0 71 2 73 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0
3:30 PM 1 0 1 0 1 1 2 0 14 0 14 0 90 1 91 0 0 0 0 0 0 0 0 0 4 0 4 0 1 0 1 0
3:45 PM 3 0 3 0 3 0 3 0 22 0 22 0 85 3 88 0 5 0 5 0 0 0 0 0 5 0 5 0 1 0 1 0
4:00 PM 0 0 0 0 3 0 3 0 20 0 20 0 84 2 86 0 4 0 4 0 0 0 0 0 2 0 2 0 1 0 1 0
4:15 PM 1 0 1 0 5 0 5 0 20 0 20 1 94 4 98 0 2 0 2 0 0 0 0 0 2 0 2 0 5 0 5 0
4:30 PM 1 0 1 0 3 0 3 0 12 0 12 0 88 1 89 0 3 0 3 0 0 0 0 0 4 0 4 0 3 0 3 0
4:45 PM 0 0 0 0 1 0 1 0 14 0 14 0 108 2 110 0 0 0 0 0 1 0 1 0 2 0 2 0 2 0 2 0
5:00 PM 1 0 1 0 2 0 2 0 15 0 15 0 89 1 90 0 1 0 1 0 0 0 0 0 2 0 2 0 4 0 4 0
124
124
709
725
19
20
16
15
15
24
24
17
17
7
0
7
0
1
0
0
1
0
0
0
1
0
1
0
0
0
0
0
2 hr Total
353
363
12
13
76
76
10
11
11
13
13
5
0
5
0
1
0
0
1
0
0
0
0
0
0
0
0
0
8
0
8
0
PM Peak
AUSTRAFFIC VIDEO INTERSECTION COUNT Maple Street (north) N
Camera Position 1 2 3 4 5 A Camera Position
Site No.: 2 Weather: Fine E B
Location: Myall Street/Garnet Street/Maple Street 25 6
Day/Date: 16 July 2015 24 7
PM Peak: Hour ending - 4:15 PM Garnet Street (west) 23 8 Cooroy Station Access Road (east)
22 9
21 10
11
C
20 12
19 18 13
Maple Street 17 16 15 14 Myall Street (south)
D
Movement 9 Movement 10 Movement 11 Movement 12 Movement 13 Movement 14 Movement 15 Movement 16
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
3:15 PM 2 0 2 0 14 0 14 0 34 2 36 0 10 0 10 0 102 2 104 0 39 6 45 0 27 0 27 0 0 0 0 0
3:30 PM 3 0 3 0 7 0 7 0 36 2 38 0 7 0 7 0 109 1 110 0 35 7 42 0 21 0 21 0 0 0 0 0
3:45 PM 1 0 1 0 9 0 9 0 14 0 14 0 4 0 4 0 75 2 77 0 40 4 44 0 17 1 18 0 0 0 0 0
4:00 PM 2 0 2 0 8 0 8 0 17 2 19 0 9 0 9 0 99 1 100 0 62 7 69 0 18 0 18 0 0 0 0 0
4:15 PM 2 0 2 0 11 0 11 0 15 0 15 0 9 0 9 0 97 0 97 0 51 0 51 0 28 0 28 0 1 0 1 0
4:30 PM 4 0 4 0 4 0 4 0 12 0 12 0 8 0 8 0 95 4 99 0 36 1 37 0 20 0 20 0 0 0 0 0
4:45 PM 1 0 1 0 13 0 13 0 15 0 15 0 7 0 7 0 76 1 77 0 41 6 47 0 19 1 20 0 0 0 0 0
5:00 PM 1 0 1 0 6 1 7 0 16 0 16 0 8 1 9 0 74 0 74 0 52 2 54 0 17 0 17 0 0 0 0 0
159
165
727
738
356
389
167
169
16
16
72
73
62
63
11
33
0
0
1
0
6
0
1
0
0
0
2
0
1
0
1
0
2 hr Total
380
384
188
206
35
35
82
86
29
29
18
84
85
8
0
8
0
0
0
4
0
0
0
4
0
0
1
0
1
0
1
0
PM Peak
AUSTRAFFIC VIDEO INTERSECTION COUNT Maple Street (north)
Camera Position 1 2 3 4 5 A Camera Position
N
Site No.: 2 Weather: Fine E B
Location: Myall Street/Garnet Street/Maple Street 25 6
Day/Date: 16 July 2015 24 7
PM Peak: Hour ending - 4:15 PM Garnet Street (west) 23 8 Cooroy Station Access Road (east)
22 9
21 10
11
C
20 12
19 18 13
Maple Street 17 16 15 14 Myall Street (south)
D
Movement 17 Movement 18 Movement 19 Movement 20 Movement 21 Movement 22 Movement 23 Movement 24 Movement 25 Pedestrian Movements
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
A B C D E
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
Total
3:15 PM 55 14 69 0 2 0 2 0 19 2 21 0 4 0 4 0 0 0 0 0 3 0 3 0 30 2 32 0 2 0 2 0 3 0 3 0 0 33 36 9 32
3:30 PM 36 1 37 0 1 0 1 0 20 0 20 0 9 0 9 0 0 0 0 0 7 0 7 0 35 0 35 0 1 0 1 0 3 0 3 0 0 5 4 5 15
3:45 PM 36 1 37 0 1 0 1 0 11 0 11 0 4 0 4 0 0 0 0 0 7 0 7 0 36 1 37 0 1 0 1 0 5 0 5 0 0 2 0 1 10
4:00 PM 22 4 26 0 1 0 1 0 14 0 14 0 3 0 3 0 1 0 1 0 5 0 5 0 25 3 28 0 3 0 3 0 5 1 6 0 0 6 4 0 6
4:15 PM 38 0 38 0 0 0 0 0 16 0 16 0 6 0 6 0 0 0 0 0 7 0 7 0 42 3 45 0 1 0 1 0 7 0 7 0 1 2 3 0 3
4:30 PM 27 1 28 0 4 0 4 0 17 1 18 0 7 1 8 0 0 0 0 0 5 0 5 0 43 0 43 0 0 0 0 0 5 0 5 0 0 0 1 2 6
4:45 PM 29 0 29 1 0 0 0 0 15 0 15 0 5 0 5 0 1 0 1 0 2 0 2 0 45 1 46 0 0 0 0 0 4 0 4 0 0 0 0 1 13
5:00 PM 21 0 21 0 2 0 2 0 7 0 7 0 3 0 3 0 1 0 1 0 4 1 5 0 29 0 29 1 0 0 0 0 2 0 2 0 0 0 1 0 4
264
285
119
122
285
295
21
11
11
41
42
40
41
10
34
35
48
49
18
89
1
0
0
3
0
1
0
3
0
3
0
1
0
1
8
0
Section 28
8
0
1
0
1
2 hr Total
132
138
138
145
61
61
22
22
26
26
20
21
15
11
34
6
0
3
0
3
0
0
0
0
0
1
0
1
0
0
0
7
0
6
0
6
0
1
0
1
6
PM Peak
[OCR of page images]
Page 1 of 2
g
8
3
s
2
=z
5
2
&
a
s
2) 8 5
2 8
64 5
a
@ a
S
<t =
ait
= Ko
5
Bei :
£ SK
8.
3 ~
2 fa
an :
= 8
who 5
, 8
@ 3
5 2
& =
5 3
é =
g
8
G
2
8
3
8
g
S
3
5 ws
5 8
° a
29 42
Zz £8
ees -
-S ef
S&S 88 9
a gags
2 855
uw Bes
5 BS:
z= ese
° gas
i £25
2 8s
5S 328
3 4 8B=
2 =e
gos
< zeE
ee 5e%
o
5 2
5 SF=
=z sO
sisyo9|
Osha lea 3)
re1o1|
at
sisyo‘o|
Movement 16
Movement 8
saroiyen AneaH|
1104)
sojouyen 146]
at
sajayen AneeH|
ssisyoX9|
sepoiyen 14617]
1104]
et
sisyoko|
Movement 7
sepiyan Ancor]
re1o4
21
18
18
Movement 15
sseroiyen 1467)
3
vz
let
saayen Ancor
sisyok9|
seroiyen 14617]
21
17
18
28
20
19
1104]
0
sisyoko|
Movement 6
sojoiuen AneoH|
1104
42
69
51
37
47
g
g
3
8
&
i
5
2
é
=
8
6
Movement 14
sseyo1yen 1467)
saayen AneoH|
lee
let
sisyo9|
sejo1yen 1467)
35
40
62
51
36
a1
A @ Camera Position
11014]
Ist
sisyo‘o|
Myall Street (south)
Movement 5
saroiyen AneaH|
1104)
104
7
97
99
7
74.
110
5
4
Movement 13
sojouyen 146]
Ist
sajayen AneeH|
4
3
ssisyoX9|
sepoiyen 14617]
102
109
78
99
97
95
76
74
2
PP eT
Maple Street (north)
1104]
1
86
110
sisyoko|
Maple Street (north)
Movement 4
sepiyan Ancor]
fou
lon
re1o4
10
+i
Maple Street
Movement 12
sseroiyen 1467)
90
85
a4
4
Ey
108
ese
saayen Ancor
Maple Street
Es
181949}
seroiyen 14617]
zo
Camera Position @
1104]
7
4
12
4
ta
lon
sisyofo)
Movement 3
sojoiuen AneoH|
1104
38
14
19
15
12
15
q
2
8
3
zg
8
Movement 11
sseyo1yen 1467)
14
22
20
20
12
14
ee
lon
saayen AneoH|
q
2
8
3
zg
8
sisyo9|
sejo1yen 1467)
36
14
7
18
12
18
jes.
11014]
let
sisyo‘o|
Movement 2
sajiyen Aneay|
1104)
4
13
Movement 10
sojouyen 146]
lou
a
saayen Aneay|
ssisyoX9|
sepoiyen 14617]
13
4:15 PM
1104]
sisyoko|
4:15 PM
Weather: Fine
Movement 1
sepiyan Ancor]
re1o4
lot
Weather: Fine
Movement 9
sseroiyen 1467)
3
0
saayen Ancor
Hour ending -
2
M yall Street/G arnet Street/M aple Street
TC VIDEO INTERSECTION COUN
16 July 2015
TIME
(1/4 br end)
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
revoy yz
heed Wed
seroiyen 14617]
2
3
4
lov
Hour ending -
2
M yall Street/G arnet Street/M aple Street
IC VIDEO INTERSECTION COUN
16 July 2015
TIME
(1/4 br end)
AUSTRAF
Site No.
Location:
Day/Date:
PM Peak:
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
heed Wed
AUSTRAF
Site No.
Location:
Day/Date:
PM Peak:
32
15
10
jee
feu
ES
lev
Pedestrian Movements
33
st
sisyok9|
1104]
3
Movement 25
sojoiuen AneoH|
0
se;o1yen 1467]
sisyo9|
re1o1|
Movement 24
saroiyen AneaH|
sojouyen 146]
ssisyoX9|
0
1104]
35
37
45
43
46
isp
Movement 23
sepiyan Ancor]
for
sseroiyen 1467)
35
36
25
42,
43,
45
29
feet
sisyok9|
1104]
3
Movement 22
sojoiuen AneoH|
0
sseyo1yen 1467)
sisyo9|
11014]
Movement 21
saroiyen AneaH|
sojouyen 146]
ssisyoX9|
0
1104]
ev
Movement 20
sepiyan Ancor]
sseroiyen 1467)
181949}
1104]
4
16
18
15
Movement 19
sojoiuen AneoH|
2
sseyo1yen 1467)
20
14
16
7
18
fou
sisyo9|
11014]
Movement 18
sajiyen Aneay|
sojouyen 146]
ssisyoX9|
0
1104]
37
37
26
21
fee
Movement 17
sepiyan Ancor]
sseroiyen 1467)
55
36
36
22
38
or
29
21
zen
TIME
(1/4 br end)
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
revoy yz
heed Wed
Section 29
11666 - Cooroy - IC
18 July 2015
JOB NUMBER 11666
JOB NAME Cooroy
CLIENT Pekol Traffic & Transport
SURVEY LOCATIONS 1. Myall Street & Elm Street
2. Myall Street & Garnet Street & Maple Street
SURVEY TYPE Intersection Count
SURVEY DATE 18 July 2015
SURVEY PERIOD 11:00 AM - 1:00 PM
WEATHER Fine
Austraffic (QLD) - 8/71 Beenleigh Road, Coopers Plains, QLD 4108 - Ph: (07) 3423 8277- Fax: (07) 3423 8077
Section 30
Page 1 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Myall Street (north) N
1 2 3 A
Site No.: 1 Weather: Fine
Location: Myall Street/Elm Street
Day/Date: Saturday, 18 July 2015
Elm Street (east)
Peak: Hour ending - 12:00 PM Camera Position 4
5
B
C 8 7 6
Myall Street (south)
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8 Pedestrian Movements
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
A B C
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
11:15 AM 0 0 0 0 54 0 54 0 115 1 116 1 94 0 94 0 81 3 84 0 0 0 0 0 37 2 39 1 51 1 52 1 0 0 0
11:30 AM 0 0 0 0 52 0 52 0 104 2 106 0 87 1 88 0 76 2 78 0 0 0 0 0 39 2 41 1 48 1 49 0 0 0 0
11:45 AM 0 0 0 0 46 0 46 0 104 0 104 0 85 0 85 0 60 3 63 1 0 0 0 0 53 0 53 0 42 0 42 0 0 0 0
12:00 PM 0 0 0 0 43 0 43 0 85 0 85 0 82 0 82 0 45 0 45 1 0 0 0 0 43 0 43 0 35 0 35 0 0 0 0
12:15 PM 0 0 0 0 36 0 36 0 142 0 142 0 100 0 100 0 58 2 60 0 0 0 0 0 49 0 49 0 43 0 43 0 0 0 0
12:30 PM 0 0 0 0 28 0 28 0 100 1 101 0 86 1 87 0 61 1 62 0 0 0 0 0 54 1 55 0 38 0 38 1 0 0 0
12:45 PM 0 0 0 0 28 0 28 0 95 1 96 0 64 0 64 0 63 0 63 0 0 0 0 0 52 1 53 0 34 0 34 0 0 0 0
1:00 PM 0 0 0 0 32 1 33 0 82 2 84 0 68 1 69 0 49 2 51 0 0 0 0 0 58 1 59 0 45 0 45 0 0 0 0
0
0
0
0
319
1
320
0
827
7
834
1
666
3
669
0
493
13
506
2
0
0
0
0
385
7
392
2
336
2
338
2
0
0
0
2 hr Total
Peak
0
0
0
0
195
0
195
0
408
3
411
1
348
1
349
0
262
8
270
2
0
0
0
0
172
4
176
2
176
2
178
1
0
0
0
[OCR of page images]
Page I of 2
Myall Street (north)
AUSTRAFFIC VIDEO INTERSECTION COUNT
Elm Street (east)
M yall Street (south)
Pedestrian Movements
<
Movement 8
S]}SIOAD|
1e}0L
52
49
42
35
43
38
34
45
BEE
sZb
sajaiyapn Aneap]|
saya 14617
51
48
42
35
43
38
34
45
gee
92
Movement 7
s]sIoAQ
Jeol
39
a4
53
43
49
55
53
59
ic6E
OZ
sajaiyap AAea}]|
saya 1Y6I7
37
39
53
43
49
54
52
58
S8e
oLb
Movement 6
sIsyoAQ
1e}0L
sajaiya), AneaH
sajaiyaA IY6IT
Movement 5
S]}SIOAD|
Jeol
84
78
63
45
60
62
63
51
90S
O22
sajaiyapn Aneap]|
eb
saya 14617
81
76
60
45
58
61
63
49
e6y
29%
s]sIoAQ
Fine
Weather:
M yall Street/Elm Street
Saturday, 18 July 2015
1
Site No.
Location
Day/Date:
Peak
Camera Position @}
Hour ending- 12:00PM
Movement 4
Jeol
94
88
85
82
100
87
64
69
1699
6vE
sajaiyap AAea}]|
sajaye, 14617
94
87
85
82
100
86
64
68
1999
8bve
Movement 3
sIsyoAQ
1e}0L
116
106
104
85
142
101
96
34
ives
bly
sajaiya), AneaH
sajaiyaA IY6IT
115
104
104
85
142
100
95
82
228
807
Movement 2
S]}SIOAD|
1e}0L
54
52
46
43
36
28
28
33
loce
S6L
sajaiyapn Aneap]|
saya 14617
54
52
46
43
36
28
28
32
6LE
S6L
Movement 1
s]sIoAQ
Jeol
sajaiyap AAea}]|
sajaye, 14617
0
TIME
(1/4 hr end)
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1eO1 AY Z
peed
The text continues on section 31.