Transport Assessment and Staging Report€¦ · 5 External Road Network 12 5.1 Overview 12 5.2...
Transcript of Transport Assessment and Staging Report€¦ · 5 External Road Network 12 5.1 Overview 12 5.2...
Stockland
Whiteman Edge LSP1C
Transport Assessment and Staging Report
Revised yield scenario (final) | 3 June 2014
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Contents
Page
Executive Summary 1
1 Introduction 4
1.1 Purpose of this report 4
1.2 Transport Assessment objectives 4
1.3 Summary of consultation 4
1.4 Layout of this report 5
2 Structure Plan Overview 6
2.1 Land use yields 6
2.2 Staging 6
3 Existing Land Use Context 9
4 Existing Non-car Transport 10
4.1 Public transport 10
4.2 Walking and cycling infrastructure 10
5 External Road Network 12
5.1 Overview 12
5.2 Moving People Network Plan (MPNP) 13
5.3 Perth-Darwin National Highway (PDNH) 14
5.4 Lord Street 14
5.5 Youle-Dean Road 15
5.6 Woollcott Avenue 15
5.7 Partridge Street 15
5.8 Henley Brook Avenue 16
5.9 New Lord Street 16
6 Traffic Generation, Assignment and Impacts 17
6.1 SATURN modelling 17
6.2 SIDRA intersection analysis 21
7 Internal/ Perimeter Road Network 25
7.1 Overview 25
7.2 Lord Street 25
7.3 Youle-Dean Road 25
7.4 Woollcott Avenue 27
7.5 Partridge Street 28
7.6 Neighbourhood Centre Connectors 1 and 2 29
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7.7 Access Streets (A) 30
7.8 Lower order Access Streets 30
8 Public Transport 31
8.1 Future public transport service structure 31
8.2 Ellenbrook BRT 32
9 Active Transport 33
9.1 Network design principles and objectives 33
9.2 Network plan 34
9.3 Safe routes to school 35
9.4 Cycle parking and End-Of-Trip Facilities (EOTF) 35
10 Vehicle Parking 36
11 Conclusions 37
Appendix A
Notes from Stakeholder Meeting
Appendix B
Summary letter (ROM availability and demographics)
Appendix C
Advice Note - traffic modelling methodology
Appendix D
Base Year Traffic Volumes
Appendix E
SATURN Volume Plots
Appendix F
SIDRA Results
Appendix G
Meeting Notes (Public Transport Authority)
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Executive Summary
Stockland commissioned Arup to provide traffic and transport planning services to assist with the development of a Local Structure Plan (LSP) for Lots 15, 16, 17, 19 and 20 in Whiteman Edge. This LSP (LSP1C) is the fourth to be prepared for land within the Albion District Structure Plan (DSP) area.
The current Transport Assessment and Staging Report addresses peak hour conditions associated with two future land use and transport scenarios (years 2021 and 2031). Key variables include:
Based on agreement with Main Roads WA, Perth-Darwin National Highway (PDNH) is assumed to be constructed by 2021 west of Whiteman Park
Demographic forecasts for Albion were provided by the City of Swan (CoS) and formed the basis for travel demand generation assumptions in the modelling work. More detailed demographic information was generated for LSP1C by the project planners CLE Planning and Design and this was used to generate local trip attractions and productions
New Lord Street is a new ‘Primary Regional Road’ with limited interchanges proposed to replace existing Lord Street; however, this road is neither funded nor programmed. It is not controlled for in the present report
Partridge Street is assumed to connect southwards to Harrow Street and Marshall Road rather than Lord Street
Woollcott Avenue will not connect to Lord Street
Future traffic was forecast using supplied demographics and assumed background traffic growth factors based on historical trends and recent count information: Main Roads WA declined to provide Regional Operations Model (ROM) data with underlying trip matrices
The Department of Transport (DoT) has advised most recently that the State Government will not be constructing the Ellenbrook Bus Rapid Transit (BRT) system. It was therefore not accounted for in the assessment (e.g. applied in calculation of future mode shares)
Morning and afternoon peak hour traffic models (years 2021 and 2031) were developed using industry-recognised SATURN software to assist with planning the future movement network within the LSP1C area. The baseline network assumed accorded with the provisions in the Albion DSP and additional specifications above.
Particular observations include:
Full build-out is assumed by 2021
Single carriageway will be sufficient on all roads in the LSP1C area to carry the predicted traffic volumes
Vehicle turning forecasts were extracted from the models and applied using SIDRA analysis to define preferred intersection treatments and geometries. Specific findings and recommendations include:
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Youle-Dean Road/ Lord Street would operate effectively as a four-way signalised intersection, which is consistent with earlier discussions with Main Roads WA, DoT and CoS regarding treatment of this intersection (allowing for controlled access westwards to Whiteman Park)
Partridge Street/ Woollcott Avenue would operate with a satisfactory level of service as a single lane roundabout
Roundabout control (single circulatory) is recommended at Partridge Street/ Youle-Dean Road as this will provide reasonable capacity. While traffic signals are assumed in the DSP, increased traffic demands over the longer term are likely to impact performance significantly
The following street designs are recommended:
Lord Street is assumed to retain its current alignment and cross-section over the short-medium term with no direct property access
Youle-Dean Road is proposed to be a median-divided Integrator Arterial (B) with one lane in each direction with restricted property access to the west of Partridge Street and no direct property access to the east
East of Partridge Street, Woollcott Avenue is proposed to be a Neighbourhood Connector (B) with one traffic lane in each direction and restricted property access. West of Partridge Street, Woollcott Avenue is expected to function as a local access street given it is not proposed to connect to Lord Street
Partridge Street is proposed to be an Integrator Arterial (B) forecast to carry around 15,000-16,000 vehicles per day adjacent to the planned Neighbourhood Centre. It is anticipated to operate satisfactorily as a two-lane divided road because delays at intersections can be managed through appropriate geometry and controls. No direct property access should apply on Partridge Street
A tight urban street cross-section is proposed for Neighbourhood Centre Connectors 1 and 2
Transperth have advised that two new bus services are likely to operate within the Albion area with one likely to be aligned via Partridge Street and the other via Henley Brook Avenue. Timing of these services is contingent on how quickly new internal roads are constructed and funding availability through the State Government.
The following walking and cycling principles have informed network planning in LSP1C:
Copenhagen-style cycle plans are recommended on higher-order streets forecast to attract significant traffic volumes. On-street cycle lanes may be considered as an alternative treatment
Cycle lanes are proposed on both sides of selected roads to facilitate commuter movements and create a network generally supportive of more confident cyclists
Bike boxes should be installed on approach to signalised intersections to support on-street cycling movements. These could apply at the intersection of Youle-Dean Road/ Lord Street
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Footpaths have been planned on at least one side of all internal streets, excepting laneways. Access Streets (A) and higher-order roads are planned to have paths on both sides
Footpaths have been planned to be interconnected and a minimum width of 1.5 except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 1.8 metres will apply
Shared paths have a proposed minimum width of 2 metres except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 2.3 metres will apply
Vehicle parking will need to be provided as per CoS requirements except as varied during preparation of a Detailed Area Plan for the Neighbourhood Centre.
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1 Introduction
1.1 Purpose of this report
Stockland commissioned Arup to provide traffic and transport planning services to assist with the development of a Local Structure Plan (LSP) for Lots 15, 16, 17, 19 and 20 in Whiteman Edge. This LSP (LSP1C) is the fourth to be prepared for land within the Albion District Structure Plan (DSP) area.
The current Transport Assessment and Staging Report has been prepared in accordance with the Transport Assessment Guidelines for Development, Volume 2 – Structure Plans (Western Australian Planning Commission, August 2006). The analysis and discussion contained herein reflects revisions to forecast land use yield. This updated land use data was provided to Arup in March 2014.
1.2 Transport Assessment objectives
The Western Australian Planning Commission (WAPC) guidelines specify that the key objectives of a Transport Assessment for a structure plan are to assess the:
Proposed internal transport network with respect to accessibility, circulation and safety for all modes: i.e. motor vehicles, public transport, pedestrians and cyclists
Level of transport integration between the structure plan area and surrounding land uses
Impacts of the traffic generated by the structure plan area on surrounding land uses
Impacts of the traffic generated by the structure plan area on the surrounding transport network
1.3 Summary of consultation
This report has been prepared in consultation with the Whiteman Edge LSP1C project team, which includes CLE Town Planning and Design (planning consultants), Cossill & Webley (civil engineering), Emerge Associates (environmental engineering), EPCAD (landscaping) and RPS (water engineering). External stakeholders including Main Roads WA, the City of Swan (CoS), Department of Transport (DoT) and Public Transport Authority (PTA) have also been consulted.
In particular, on 13 August 2013, a project workshop was held with the CoS, DoT and Main Roads WA to discuss the transport assessment approach and strategic infrastructure assumptions. Meeting notes are attached as Appendix A. The proposed approach and initial assumptions were revised subsequently because of:
An announcement in September by the State Government that the Ellenbrook Bus Rapid Transit (BRT) system was not going to be built: an alternative rail system may be considered in the future but this is not timed or funded, and is unlikely prior to 2031
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Main Roads WA declining to provide Arup with the necessary information from the Regional Operations Model (ROM) to permit the infrastructure scenarios agreed previously to be tested (refer to Appendix B)
The revised and adopted traffic modelling and impact assessment approach is discussed in Section 6.
1.4 Layout of this report
This report includes the following sections:
Section 1 - Introduction (this section)
Section 2 - Structure Plan Overview
Section 3 - Existing Land Use Context
Section 4 - Existing Non-car Transport
Section 5 - External Road Network
Section 6 - Traffic Generation, Assignment and Impacts
Section 7 - Internal/ Perimeter Road Network
Section 8 - Public Transport
Section 9 - Active Transport
Section 10 - Vehicle Parking
Section 11 - Conclusions
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2 Structure Plan Overview
2.1 Land use yields
The LSP1C area is approximately 65.6 (ha) and is shown in Figure 1. The district context is shown in Figure 2. Residential land use is proposed excepting for within the Neighbourhood Centre zone. While the Neighbourhood Centre will be subject to separate structure planning process, yield assumptions were incorporated into the LSP1C SATURN models (see Section 6). Overall yield assumptions were thus:
Residential
1,267 dwellings at R40
259 units at R80
Non-residential (Neighbourhood Centre)
10,000m2 Net Leasable Area (NLA) retail
7,000m2 NLA commercial
3,000m2 NLA food and beverage
2.2 Staging
Development is anticipated to generally unfold from north to south, following growth of LSP1A and LSP1B. Construction of the first dwellings is scheduled to occur in 2015. Build-out of LSP1C (including the Neighbourhood Centre) will be driven by market demand but is envisaged by 2021 or 2022.
Critical transport infrastructure – Woollcott Avenue, Partridge Street and Youle-Dean Road – will be constructed when warranted by development, which is likely to be early, particularly to provide residents with access to Lord Street. Specific timing is subject to discussion with CoS and Main Roads WA.
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Figure 1 – Whiteman Edge LSP1C
(Source: CLE, May 2014)
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Figure 2 – District Context
(Source: CLE, May 2014)
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3 Existing Land Use Context
The site is located in the City of Swan adjacent to Lord Street and east of Whiteman Park. It is bounded by Lord Street, Youle-Dean Road and Woollcott Avenue, and bisected by Partridge Street. LSP1C forms part of the wider Albion DSP area and is directly south of LSP1A, which is currently under construction. LSP1B is situated to the northeast. The area is zoned Urban under the Metropolitan Region Scheme (MRS) (see Figure 3).
Stockland and the Department of Housing (DoH) own the bulk of land within the LSP1C area; lots 19 and 20 (approximately 14.3 ha) are owned by others (refer to Figure 1). The subject site has a rural character currently and is largely undeveloped. Similarly, land abutting to the south and east is yet to be developed but is proposed for urban as per the general provisions of the Albion DSP.
Figure 3 – Metropolitan Region Scheme: LSP1C and surrounds
(Source: Western Australian Planning Commission, October 2013)
LSP1C
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4 Existing Non-car Transport
4.1 Public transport
Current bus services operating in the vicinity of the subject site include the 955 and 956, which connect Morley and Bassendean Train Station with Ellenbrook via Lord Street. These operate at 10 and 15 minute frequencies in the intra and inter-peaks, respectively. These services will continue to operate to existing schedules until such time as new development in Albion warrants modification/ addition to timetables and/ or routing (contingent on funding being available).
There are existing bus stops on Lord Street south of Youle-Dean Road and north of Woollcott Avenue; however, there are no footpaths connecting these with any nearby development or minor roads.
4.2 Walking and cycling infrastructure
There are no specific provisions for pedestrians within or adjacent to the subject site. This reflects the undeveloped character of the land and the rural character of existing roads (other than Lord Street).
According to the Perth Bicycle Network maps, Lord Street is defined as a ‘medium road riding environment’. It has sealed shoulders along part if its length, which support road riding by confident cyclists although the discontinuous nature of the infrastructure reduces safety and appeal. There are no shared paths along Lord Street.
Existing minor roads including Woollcott Avenue and Youle-Dean Road are reasonable road-riding environments given they attract little traffic at the present time.
In 2011, the Eastern Metropolitan Regional Council (EMRC) commissioned preparation of the Regional Cycle Network Masterplan. The Contract Report written by ARRB noted the existing cycle lanes on Lord Street and that they represent relatively poor infrastructure given their narrow character (see Figure 4). Nevertheless, the Report did not recommend any upgrades to this infrastructure.
Similarly, the Swan CycleConnect Strategy (Opus) undertook a level of service assessment of the Lord Street cycle lanes and concluded that it is below average. Again, upgrade of these facilities did not feature in the recommended programme of improvements.
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Figure 4 – Existing cycling provisions based on the Perth Bicycle Network maps and key activity nodes
(Source: Appendix H, Regional Cycle Network Masterplan [ARRB, 2011])
Lord
Street
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5 External Road Network
5.1 Overview
Roads referred to in this sub-section are shown in Figure 5 and Figure 6. The traffic forecasts shown in Figure 6 assume construction of PDNH east of Whiteman Park, changes to the Lord Street alignment, and construction of Henley Brook Avenue between Reid Highway and Park Street.
Figure 5 – Key existing and proposed external roads
(Source: SKM, April 2009, p13)
Park
Street
Harrow
Street
Henley Brook Avenue
alignment assumed
PDNH not likely to be
constructed on this alignment
as planned previously.
Existing Lord Street may be
replaced by ‘New Lord Street’
Youle-Dean
Road Partridge
Street
Woolcott Avenue now
planned to intersect
Partridge Street at a
four-way junction
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Figure 6 – Extract from Albion DSP (ultimate daily traffic volumes)
(Source: SKM, April 2009, p26)
5.2 Moving People Network Plan (MPNP)
DoT has advised that the release of the draft MPNP is imminent. The intent of the MPNP is to define the form and function of strategic links within Perth’s road network, and provide a framework moving forward for prioritisation of different
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modes of transport along each link. The MPNP will also define new strategic links, which could fill gaps in the movement network. Inclusion of a new road in the MPNP is no guarantee of implementation and is not partnered by any specific funding commitment.
The LSP1C project team has worked with the DoT, CoS and Main Roads WA to make sure that the planned network internal to the subject site and external connections proposed reflect the draft MPNP.
5.3 Perth-Darwin National Highway (PDNH)
Most recent advice from Main Roads WA is that PDNH will be constructed sometime before 2031 with timing between 2018 and 2021 being most likely. The Federal Government has committed $418.3M towards funding the infrastructure with $25.3M brought forward to ‘kick start’ feasibility and design.
An alignment for PDNH west of Whiteman Park has been adopted and Arup understands that an MRS amendment to establish an associated Primary Regional Road reserve has been completed. PDNH is still likely to follow its current reservation in the MRS north of Ellenbrook.
Based on current funding, it is envisaged that PDNH would be constructed to Ellenbrook to the west of Whiteman Park as a four-lane highway with grade-separated interchanges. North of Ellenbrook (to Muchea), it would be constructed (in the first stage) as a two-lane road with at-grade interchanges.
5.4 Lord Street
Lord Street is an undivided single carriageway Distributor (B) road with a posted speed limit of 80 kilometres per hour north of Reid Highway. It is situated within the Primary Regional Road reservation in the MRS, which was defined in anticipation of PDNH being constructed east of Whiteman Park.
Short-term (e.g. unadjusted) count data collected in September 2012 shows Lord Street accommodates about 13,800 vehicles on an average weekday north of Reid Highway. Recent peak hour surveys (August 2013) found that about 1,360 vehicles use Lord Street (between Charlton Way and Youle-Dean Road) in the AM peak hour (7-8am) and 1,400 in the PM peak hour (5-6pm). The directional split is about 31% north and 69% south, and 77%/ 23% in the AM and PM peak hours, respectively.
Historic trend data (reported in Main Roads WA’s Traffic Digest and supplemented by more recent short-term counts) indicates high growth in traffic between the early and mid-2000s (around 75 per annum), which has reduced to 2.5-3% per annum in recent years. This is likely to reflect the rate of growth of Ellenbrook and surrounds.
Lord Street provides sub-regional access northwards to Gnangara Road and Ellenbrook, and southwards to Reid Highway. It neither has a Restricted Access Vehicles (RAV) Network designation and nor is classed as a Primary Freight Road.
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5.5 Youle-Dean Road
Youle-Dean Road is currently a single carriageway rural road with unsealed shoulders, which intersects with Lord Street to the west but is only constructed as far east as Partridge Street. The Albion DSP proposes Youle-Dean Road to be an Integrator Arterial (B) road connecting Henley Brook Avenue in the east with Lord Street.
It is proposed to be single carriageway east and dual west of Partridge Street based on future traffic volumes forecast during preparation of the DSP. Youle-Dean Road is reserved as an “Other Regional Road” in the MRS reflecting its future importance as a district connector. Direct lot access to Youle-Dean Road will not be permitted and intersections limited. It is likely to have a posted speed limit of 60 kilometres per hour.
5.6 Woollcott Avenue
Woollcott Avenue is currently a single carriageway rural road with unsealed shoulders, which does not connect to Lord Street. The Albion DSP proposes Woollcott Avenue to be a Neighbourhood Connector (A) road connecting Henley Brook Avenue in the east with Lord Street, although it is proposed to intersect with Partridge Street as off-set Ts.
As part of transport planning for LSP1C, the connection to Lord Street is not anticipated. This is because Main Roads WA has advised Arup an intersection between Woollcott Avenue and an upgraded regional road east of Whiteman Park is not desirable.
It is proposed to have a less strategic function than Youle-Dean Road and accordingly, is not reserved as an “Other Regional Road” in the MRS. Nevertheless, it is intended to have an important role connecting residential and non-residential cells (particularly the proposed Neighbourhood Centre with its hinterland).
Based on traffic modelling undertaken previously by others as part of district structure planning, Woollcott Avenue was forecast to attract up to 3,000 vehicles per day at build-out of Albion. Woollcott Avenue was planned to have an undivided, single carriageway profile and a posted speed limit of 50 kilometres per hour.
5.7 Partridge Street
Partridge Street is constructed partially, extending between Woollcott Avenue and Youle-Dean Road at the current time as an undivided, single carriageway rural road with unsealed shoulders. It is proposed to be a median-divided single carriageway road aligned north-south through the middle of the Albion DSP and will bisect LSP1C.
The Albion DSP forecasts that Partridge Street will function as an Integrator Arterial (B) and carry around 12,000 vehicles per day by build-out south of Youle-Dean Road. It is proposed to have a posted speed limit of 50 kilometres per hour, which is particularly appropriate through the future Neighbourhood Centre in LSP1C.
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5.8 Henley Brook Avenue
Henley Brook Avenue is a proposed “Other Regional Road” aligned north-south between Ellenbrook and Reid Highway. It is intended to provide a sub-regional function west of West Swan Road and east of Lord Street.
CoS has advised that Henley Brook Avenue will be constructed as dual divided carriageway. The Albion DSP describes Henley Brook Avenue as an Integrator Arterial (A) and forecasts that it will carry about 18,000 vehicles per day by build-out.
Most recently, CoS noted that construction of Henley Brook Avenue is yet to be timed and will rely on funding via a Developer Contributions Framework. It is likely to occur in stages from south-to-north with a potential programme being:
Stage 1 - Reid Highway to Harrow Street by 2021
Stage 2 - Harrow Street north post 2021
This programme has been adopted in SATURN modelling completed for the current project.
5.9 New Lord Street
New Lord Street is a proposed median-divided four-lane Primary Regional Road, which would be aligned north-south and replace Lord Street. It would be situated generally within the existing Primary Regional Road reservation but serve less of a regional function than PDNH.
Main Roads WA has advised that New Lord Street would have limited interchanges with east-west roads within Albion. The preferred at-grade connections (south-to-north) are Marshall Road, Harrow Street, Youle-Dean Road, Park Street and Gnangara Road. Arup on behalf of Stockland requested a copy of the early concept design for New Lord Street from Main Roads WA for reference purposes but it was not supplied.
Arup has reviewed some traffic forecasts associated with a year 2031 scenario where PDNH is constructed west of Whiteman Park. These show traffic demands along the New Lord Street alignment of around 8,400 vehicles per day (two-way) north of Youle-Dean Road. New Lord Street is unlikely to be federally funded and is neither timed nor funded by Main Roads WA; accordingly, it is not likely to be constructed prior to 2031.
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6 Traffic Generation, Assignment and Impacts
6.1 SATURN modelling
6.1.1 Method
A SATURN model was developed for LSP1C and a reasonable buffer area to assist in the assessment of transport planning options. This model provides more specific information relative to the EMME model developed previously as part of the Albion DSP project.
The SATURN model is mesoscopic-level tool, meaning it simulates explicitly intersection performance and travel time on the road network. It is useful for assessing route choice, road network operation and planning options at a relatively detailed level in urban areas. It incorporates traffic counts taken within the Albion area and future traffic assumptions based on application of reasonable growth factors (both for traffic generated by and attracted to LSP1C, and external traffic).
The preferred method of forecasting traffic was to adopt trip matrices generated by ROM (assuming road network upgrades and external land use agreed with CoS and Main Roads WA), adjusted for trips generated by/ attracted to LSP1C. In practice, the forecasts were generated manually following Main Roads WA declining to supply the trip matrices. CoS provided Arup with demographic forecasts for Albion to assist with the manual forecasting process.
Morning (0700-0800 hours) and evening (1700-1800 hours) peak hour SATURN models were prepared for the forecast years of 2021 and 2031. These models were used to assist with defining road network and intersection upgrades to facilitate development of LSP1C and as part of the staging of development within Albion generally. SATURN model outputs were used as input for more detailed intersection analysis using SIDRA software.
Peak hour rather than daily models were developed because peak hour data provide the context for defining infrastructure requirements (including road corridors and intersections). Peak hour data is also needed for application in SIDRA.
As a rough guide, two-way peak hour volumes represent about 10% of potential daily volumes on each link. The main reason for developing both AM and PM models is because directional demand flows vary in each peak and may generate different geometric and/ or intersection control requirements.
6.1.2 Model area
The model extents are shown in Figure 7. The area includes Park Street to the north, Lord Street to the west and West Swan Road to the east. The southern boundary of the model is just north of Harrow Street. The model extent is of sufficient scale to permit investigation of the traffic impacts associated with the LSP1C land area.
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Figure 7 – Area modelled in SATURN
6.1.3 Modelled road network
The SATURN models were developed with reference to aerial photography, the Albion DSP and LSP1C concept plan. Both model sets (2021 and 2031) assumed construction of PDNH west of Whiteman Park given this represents the most likely network scenarios. This was discussed and agreed with both Main Roads WA and CoS.
The future year analysis did not assume replacement of Lord Street with New Lord Street given the lack of certainty regarding timing. Construction of Henley Brook Avenue was assumed to occur in stages as per the programme described in Section 5.8 with the Henley Brook Avenue extension being outside of the modelled area in 2021; however, in 2031 it is assumed that Henley Brook Avenue will be constructed from Harrow Street to Park Street at the northern extent of the SATURN model.
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Partridge Street was assumed to connect to Harrow Street and Marshall Road rather than Lord Street. This is to be consistent with earlier modelling undertaken by others (e.g. for LSP1A).
6.1.4 Modelling methodology
Discussion regarding the remainder of the modelling methodology, including the process of trip generation, attraction and distribution is discussed in the appended Advice Note (Appendix C). Count data from 2012 and 2013 collected by Main Roads WA for sites on Lord Street and West Swan Road was used to check input traffic counts (see Appendix D).
6.1.5 SATURN model output
The SATURN model was used to forecast traffic volumes on the road network for each of the scenarios described in the previous section. Volume range plots estimating daily year 2021 and year 2031 traffic volumes are shown in Figure 8 and Figure 9 while raw SATURN plots are included in Appendix E. These forecasts were interpreted to develop the preliminary mid-block cross-sections discussed in Section 7.
Volume range plots tend to be more useful for planning applications than raw metrics because mesoscopic models such as the ones developed for this study are intended to provide a reasonable strategic forecast of future traffic conditions. They are intended to be informative rather than highly accurate based on reasonable input parameters.
The traffic volumes from the SATURN models indicate that single carriageway will be sufficient on all roads in the LSP1C area to carry the predicted traffic volumes.
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Figure 8 – Year 2021 estimated daily traffic volume ranges
Figure 9 – Year 2031 estimated daily traffic volume ranges
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6.2 SIDRA intersection analysis
6.2.1 Overview
This section of the report considers performance and control of the following key intersections:
Partridge Street/ Woollcott Avenue
Woollcott Avenue/ Neighbourhood Centre Connector 2
Lord Street/ Youle-Dean Road/ Whiteman Park Access
Youle-Dean Road/ Partridge Street
Youle Dean Road/ Neighbourhood Centre Connector 2
Partridge Street/ Neighbourhood Centre Connector 1
The locations of these intersections are shown in Figure 10. Summary recommendations regarding intersection control are shown in Table 1. These statistics reflect scenarios where extension of Henley Brook Avenue north to Park Street does not occur until after 2021 (but before 2031). More detailed commentary and analysis is in the following sub-sections.
The aim of the intersection modelling exercise – completed using SIDRA software - was to determine the most efficient and safe intersection geometry and control in each test year. Critically, the intersection performance metrics tell part, not the whole story. Given the context, it is appropriate to consider both levels of service for vehicles and the needs of non-car modes of transport. In some cases, a lower level of service generally is acceptable if it is offset by improved conditions for alternative modes of transport along key desire lines. In this instance, these considerations are more important in proximity to the planned Neighbourhood Centre.
Aside from intersection Level of Service (LoS), which is a discrete measure (LoS A or free-flow to LoS F or severe delays), SIDRA forecasts Degree of Saturation (DoS), which is a measure of the volume of traffic making a turning movement at the intersection divided by the capacity assigned to that movement (e.g. number of stand-up lanes). The operational capacity of an intersection is often considered to be DoS 0.85-0.9. Intersections can still operate within capacity with a DoS value of up to 1 (100%); however, queuing and delays tend to increase significantly above the practical threshold.
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Figure 10 – Locations of intersections analysed in SIDRA
Table 1 – Summary intersection controls
Intersection Recommended treatment
Partridge Street/ Woollcott Avenue Roundabout (single circulatory)
Woollcott Avenue/ Neighbourhood Centre Connector 2 Priority
Lord Street/ Youle-Dean Road/ Whiteman Park Access Traffic signals
Youle-Dean Road/ Partridge Street Roundabout (single circulatory)
Youle-Dean Road/ Neighbourhood Centre Connector 2 Priority
Partridge Street/ Neighbourhood Centre Connector 1 Stop
6.2.2 Year 2021
Detailed movement summaries, phasing detail and tested geometries are included
in Appendix F. Intersection summaries are shown in
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Table 2. The geometry reflects capacity requirements and does not incorporate tapers, which need to be defined as part of detailed intersection design. Furthermore, geometric requirements for the intersection of Lord Street and Youle-Dean Road are indicative, only; design detail is anticipated to be resolved as part of the separate strategic studies being undertaken by Main Roads WA and CoS.
Partridge Street/ Woollcott Avenue: modelled as a roundabout with one lane approaches and a single lane circulatory. This roundabout is forecast to operate at LoS A in the AM peak and LoS B in the PM peak with no major queues
Woollcott Avenue/ Neighbourhood Centre Connector 2: this intersection is forecast to operate efficiently as a priority-controlled four-way. This is influenced by no connection to Lord Street assumed via Woollcott Avenue, which has some influence on demand flows (especially east-west) in this location. This treatment is forecast to operate at LoS A in both peak periods
Lord Street/ Youle-Dean Road/ Whiteman Park Access: signalisation is preferable at this location and this treatment is assumed in the Albion Developer Contributions Plan. Under this control, the intersection is forecast to operate at LoS B. SIDRA modelling indicates that right and left-turn pockets are required on the Lord Street North approach and right-turn pockets on all other arms
Youle-Dean Road/ Partridge Street: the Albion Developer Contributions Plan indicates signalisation of this intersection. Traffic signals would support active transport movements, particularly for access to the Neighbourhood Centre (e.g. parallel walk phases can be incorporated and there is potential for bike-boxes on approaches to the intersection). Traffic signals are forecast to operate at LoS D in the AM peak period and LoS D in the PM peak period. A single lane circulatory roundabout was tested for comparison. This treatment is forecast to operate at LoS A in the AM peak period and LoS B in the PM peak period.
Youle-Dean Road/ Neighbourhood Centre Connector 2: this intersection was tested as a priority-controlled three-way with a one-stage right-turn. Under these conditions, the intersection is forecast to operate within capacity at LoS A. In practice, the width of the median proposed on Youle-Dean Road (six metres), will permit two-stage right turns to be undertaken, meaning the forecast performance is conservative.
Partridge Street/ Neighbourhood Centre Connector 1: this intersection is forecast to operate efficiently as a stop-controlled four-way. LoS C is forecast on both of the Neighbourhood Centre Connector 1 approaches in the AM peak with LoS D forecast on the eastern approach and LoS E on the western approach in the PM peak. These levels of service are acceptable due to the low traffic volumes forecast on Neighbourhood Centre Connector 1
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Table 2 – Performance summary for tested intersections (year 2021)
Intersection
AM PM
Dem
and
fl
ow
Do
S
Lo
S
95
%
qu
eue
(m)
Dem
and
fl
ow
Do
S
Lo
S
95
%
qu
eue
(m)
Partridge Street/ Woollcott Avenue
2,248 0.81 A 96.7 2,302 0.85 B 110.8
Woollcott Avenue/ Neighbourhood Centre Connector 2
454 0.22 N/A 9.4 444 0.11 N/A 4.1
Lord Street/ Youle-Dean Road/ Whiteman Park Access
972 0.72 B 96.1 1,380 0.72 B 121.5
Youle-Dean Road/ Partridge Street (signals)
1,788 0.75 D 140.0 2,373 0.88 D 189.1
Youle-Dean Road/ Partridge Street (roundabout)
1,788 0.70 A 64.3 2,373 0.77 B 85.8
Youle-Dean Road/ Neighbourhood Centre Connector 2
307 0.09 NA 2.7 389 0.17 NA 0.9
Partridge Street/ Neighbourhood Centre Connector 1
1,466 0.36 NA 6.6 1,689 0.70 NA 2.1
6.2.3 Year 2031
The following observations of year 2031 analysis may be made:
All intersections are likely to operate within their theoretical capacity in 2031
The longest delays are forecast in the evening peak hour at the intersection of Partridge Street/ Youle-Dean Road. The intersection geometry assuming traffic signals tested for year 2021 is not sufficient. The alternative roundabout treatment provides more capacity and therefore, is a more suitable treatment for the longer term. Despite some increasing delays, further upgrades (e.g. to dual circulatory) are not recommended because of the negative impacts on pedestrians and cyclists. Reduced accessibility for these modes of transport is not supported in proximity to the planned Neighbourhood Centre. Furthermore, there is forecast spare capacity on Lord Street and this will be an alternative route for Albion traffic
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7 Internal/ Perimeter Road Network
7.1 Overview
The indicative internal/ perimeter road network is shown in Figure 11. The road hierarchy specified accords generally with the specifications in the Albion DSP. With the exception of the higher order roads the precise alignment, location and reserve width of roads – excluding Lord Street, which is subject to separate design review and upgrade - will be determined at subdivision. Specific discussion regarding the form and function of key roads is provided below.
Figure 11 – Proposed internal road network including link designations (Access Streets [A] and above)
7.2 Lord Street
Lord Street is assumed to retain its current alignment and cross-section over the short-medium term. Main Roads WA and the CoS are undertaking separate analysis of potential future New Lord Street. It is anticipated that this work will include development of applicable cross-sections and if necessary, a revised cross-section for Lord Street should it be determined that capacity will be added to the existing road rather than a new road being built.
7.3 Youle-Dean Road
Youle-Dean Road is proposed to be a median-divided Integrator Arterial (B) with one lane in each direction, forecast to carry between 10,000 and 15,000 vpd by 2031 adjacent to LSP1C. A posted speed limit of 60 kph is proposed to apply. No direct property access will be permitted given the traffic volumes forecast.
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When it comes into operation, the 331 bus route is planned to operate via Lord Street-Youle-Dean Road-Partridge Street. The indicative mid-block cross-section for Youle-Dean Road (see Figure 12 and Figure 13), incorporates 3.5 metre traffic lanes, which are sufficient for buses. The verge provisions are also adequate for on-street bus stops where confirmed as part of subdivision (see Section 8 for indicative locations).
Copenhagen-style cycle lanes (single direction) are recommended on each side of Youle-Dean Road connecting to Lord Street (west). These provisions accord with Austroads guidance (Section 9). Alternatively, on-street cycle lanes may be considered (Figure 14 and
Figure 14 – Indicative mid-block cross-section: Youle-Dean Road west of Partridge Street
(on-street bicycle lanes option)
Figure 15).
On-street parking is proposed east (but not west) of Partridge Street. The six metre-wide median proposed is sufficient for two-stage right-hand turns to be facilitated out of side streets, where desirable.
Figure 12 – Indicative mid-block cross-section: Youle-Dean Road west of Partridge Street (Copenhagen-style bicycle lanes option)
Figure 13 – Indicative mid-block cross-section: Youle-Dean Road east of Partridge Street (Copenhagen-style bicycle lanes option)
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Figure 14 – Indicative mid-block cross-section: Youle-Dean Road west of Partridge Street
(on-street bicycle lanes option)
Figure 15 – Indicative mid-block cross-section: Youle-Dean Road east of Partridge Street
(on-street bicycle lanes option)
7.4 Woollcott Avenue
Woollcott Avenue is proposed to function as a two-lane Neighbourhood Connector (B) east of Partridge Street, forecast to carry less than 5,000 vpd by 2031. The relevant indicative mid-block cross-section is shown in Figure 16. A posted speed limit of 50 kph is proposed to apply.
On-street cycle lanes are proposed, which is consistent with the transport planning recommendations incorporated into LSP1A. On-street parking is also included in the cross-section.
Woollcott Avenue is not planned to accommodate buses. The 2.5 metre-wide median proposed east of Partridge Street is sufficient for two-stage pedestrian crossings and may be discontinued to provide space for right-turn pockets in a similar manner to the median treatment along Francisco Street in Belmont.
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Woollcott Avenue will have a local access function west of Partridge Street as it is not proposed to connect to Lord Street.
Figure 16 – Indicative mid-block cross-section: Woollcott Avenue east of Partridge Street
7.5 Partridge Street
Partridge Street is proposed to be an Integrator Arterial (B) that is likely to attract about 15,000-16,000 vpd adjacent to the Neighbourhood Centre. Single traffic lanes in each direction are suitable for Partridge Street and will support pedestrian crossing movements, and influence assignment of district traffic to higher order roads such as Lord Street, which are better suited to accommodating higher flows. Traffic is unlikely to exceed this daily volume within the forecast period because of the opportunity for some Albion traffic to reassign to Lord Street and Henley Brook Avenue (the former anticipated to have reasonable spare capacity) at peak times. A posted speed limit of 50 kph is proposed to apply. No direct property access will be permitted given the traffic volumes forecast.
When it comes into operation, the 331 bus route is planned to operate via Lord Street-Youle-Dean Road-Partridge Street. The indicative mid-block cross-section for Partridge Street (see Figure 17), incorporates 3.5 metre traffic lanes, which are sufficient for buses. The verge provisions are also adequate for on-street bus stops where confirmed as part of subdivision (see Section 8 for indicative locations).
Copenhagen-style cycle lanes (single direction) are recommended on each side of Partridge Street transitioning to on-street lanes north of Woollcott Avenue (these are already constructed). The segregated cycle lanes proposed accord with Austroads guidance (Section 9). Alternatively, on-street cycle lanes may be considered (Figure 18).
On-street parking is proposed along Partridge Street to support the adjacent planned Neighbourhood Centre. The 4.5 metre-wide median proposed is sufficient for right-hand turn pockets to be formed where required and a residual median retained to assist two-stage pedestrian crossings.
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Figure 17 – Indicative mid-block cross-section: Partridge Street (Copenhagen-style bicycle lanes option
Figure 18 - Indicative mid-block cross-section: Partridge Street (on-street bicycle lanes
option)
7.6 Neighbourhood Centre Connectors 1 and 2
A tight urban cross-section is proposed for Neighbourhood Centre Connectors 1 and 2 (see Figure 19). This is important to help achieve a slow-speed environment in proximity to the Neighbourhood Centre.
Neither street is proposed to accommodate buses; however, each is planned to incorporate on-street parking on both sides and a shared path on one side. Both streets should be treated effectively to warrant on-street cycling without specific need for cycle lanes.
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Figure 19 – Indicative mid-block cross-section: Neighbourhood Centre Connectors 1 and 2
7.7 Access Streets (A)
Access Streets (A) are proposed to have the same cross-section as Neighbourhood Centre Connectors 1 and 2.
7.8 Lower order Access Streets
The remaining streets within LSP1C are proposed to be lower order Access Streets (types B-D). Specific cross-sections for these streets are proposed to be developed as part future subdivision applications. In practice, these access streets can function as narrow two-way or yield streets with on-street parking provision. All streets excepting laneways should incorporate a footpath (minimum 1.8 metres) on one side. A sample mid-block cross-section for a yield street is shown in Figure 20.
Figure 20 – Indicative mid-block cross-section: lower order Access Street (yield street) with staggered, on-street parking
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8 Public Transport
8.1 Future public transport service structure
Transperth has advised Arup that the existing 955 and 956 services are likely to remain in operation for the foreseeable future. New services – the 331 and 332 – are likely to operate through Albion in the future when demand warrants them: there is no funding for these services prior to 2017.
The 331 would likely be aligned via Partridge Street and the 332 via Henley Brook Avenue (potentially an alternative route if Henley Brook Avenue is only part or not constructed by this time. Each would operate at 20 and 60 minute frequencies in the intra and inter peaks, respectively. They would be timed to permit interchange with rail at Bassendean (10 minute peak headway).
In theory, either the 331 or the 332 would join the BRT if it were constructed while the other would interchange at Youle-Dean Station. These assumptions are generally consistent with the Albion DSP.
A summary of transit planning assumptions is provided in the applicable Meeting Notes (Appendix G). The anticipated service map through LSP1C is shown in Figure 21.
The proposed locations for bus stops are included in Figure 21. These have been discussed with Transperth and situated generally to permit definition of the broadest walkable catchments possible and for convenient access to the planned Neighbourhood Centre.
Each stop should include a shelter, seating, route map and timetable information. Detailed stop design should be in accordance with PTA’s Public Transport Bus Stop Layout Guidelines.
Stops should be provided on street rather than in embayments to avoid the need for buses to exit and subsequently re-enter traffic flows. This approach is consistent with the PTA’s A Practitioner’s Guide to Bus Movement and Priority. During detailed design, appropriate crossing points should be identified, to enable safe access to stops from the far side of streets. Preferably, crossing points will be located behind, rather than in front of bus stops.
Short queue jumps may be considered in more detail in consultation with Transperth and Main Roads WA as part of the detailed design of the intersection of Youle-Dean Road and Lord Street.
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Figure 21 – LSP1C bus routing plan
8.2 Ellenbrook BRT
As discussed previously in the report, the State Government has announced that the Ellenbrook BRT system will not be constructed. While the project team is aware that Government Officers have continued with some planning for the system in the event that it returns to the future works programme, there are no particular provisions for it in LSP1C. The State will be required to reopen discussions with the landowners regarding integration of land use and the BRT should the need arise.
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9 Active Transport
9.1 Network design principles and objectives
An active transport network should meet the following objectives, which represent good planning practice. These are commensurate with current State policies including Liveable Neighbourhoods, Planning and Designing for Pedestrians: Guidelines and Development Control Policy 1.5: Bicycle Planning.
Provide viable alternatives for residents for local trips, thereby reducing car dependency
Facilitate amenable leisure trips
Reduce the adverse environmental impacts of transport
Facilitate improved personal health and fitness
Mitigate transport-related accidents.
The following principles have informed network planning in LSP1C:
Copenhagen-style cycle plans recommended on higher-order streets forecast to attract significant traffic volumes, consistent with Austroads guidance and good multimodal transport planning practice. On-street cycle lanes may be considered as an alternative treatment, with specific provisions to be determined at sub-division
Cycle lanes are proposed on both sides of selected roads to facilitate commuter movements and create a network generally supportive of more confident cyclists. The minimum collective width of cycle lanes and adjacent kerbside car parking is to be 3.7 metres, which is consistent with Austroads Guide to Traffic Engineering Part 14
Bike boxes should be installed on approach to signalised intersections to support on-street cycling movements. These could apply at the intersection of Youle-Dean Road and Lord Street
Footpaths have been planned on at least one side of all internal streets, excepting laneways. Access Streets (A) and higher order roads are planned to have paths on both sides
Footpaths have been planned to be interconnected and a minimum width of 1.5 except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 1.8 metres will apply
Shared paths have a proposed minimum width of 2 metres except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 2.3 metres will apply
The following additional planning resources were referred to in the development of the active transport network:
Guide to Traffic Management Part 4: Network Management (Austroads, 2009)
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Designing Walkable Urban Thoroughfares: A Context Sensitive Approach (Institute of Transportation Engineers, 2010)
Manual for Streets 2 – Wider Application of the Principles (UK Department for Transport, 2010)
In particular, infrastructure recommendations specified by Austroads for cyclists depending on the speed characteristics and forecast traffic volumes on streets within LSP1C were referred to (see Figure 22).
Figure 22 – Guidance regarding provision of suitable cycling infrastructure
(Source: Guide to Traffic Management Part 4: Network Management [Austroads, 2009]: p37)
9.2 Network plan
The walking and cycling network plan developed for LSP1C is shown in Figure 23. Particular characteristics of this plan include continuations of infrastructure
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into adjoining areas (specifically, northwards to the LSP1A area) and consideration of key desire lines to the planned Neighbourhood Centre.
Figure 23 – LSP1C active transport network plan
9.3 Safe routes to school
There are not proposed to be any schools within LSP1C. The active transport network described in preceding sections is considered adequate to meet the needs of school children and parents accompanying them.
9.4 Cycle parking and End-Of-Trip Facilities (EOTF)
The CoS does not provide any particular guidance as to requirements for cycle parking and EOTF; these needs are also usually addressed as part of future, more detailed planning stages. Typically, specific provisions are for non-residential land uses and accordingly, some consideration of needs will be required as part of more detailed planning of the Neighbourhood Centre.
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10 Vehicle Parking
The CoS’s Local Planning Policy POL-TP-129 specifies parking requirements for non-residential land uses while the requirements of the Residential Design Codes generally apply generally to residential uses. Non-residential requirements include:
One bay per 25m2 Gross Leasable Area (GLA) of office
One bay per 12.5m2 GLA of retail (shops)
Options to vary these requirements, given opportunities for non-car access to the Neighbourhood Centre, will need to be addressed as part of the development of Detailed Area Plan.
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11 Conclusions
The current Transport Assessment and Staging Report addresses peak hour conditions associated with two future land use and transport scenarios (years 2021 and 2031). Key variables include:
Based on agreement with Main Roads WA, PDNH is assumed to be constructed by 2021 west of Whiteman Park
Demographic forecasts for Albion were provided by CoS and formed the basis for travel demand generation assumptions in the modelling work. More detailed demographic information was generated for LSP1C by the project planners CLE Planning and Design and this was used to generate local trip attractions and productions
New Lord Street is a new ‘Primary Regional Road’ with limited interchanges proposed to replace existing Lord Street; however, this road is neither funded nor programmed. It is not controlled for in the present report
Partridge Street is assumed to connect southwards to Harrow Street and Marshall Road rather than Lord Street
Woollcott Avenue will not connect to Lord Street
Future traffic was forecast using supplied demographics and assumed background traffic growth factors based on historical trends and recent count information: Main Roads WA declined to provide Regional Operations Model (ROM) data with underlying trip matrices
DoT has advised most recently that the State Government will not be constructing the Ellenbrook BRT system. It was therefore not accounted for in the assessment (e.g. applied in calculation of future mode shares)
Morning and afternoon peak hour traffic models (years 2021 and 2031) were developed using industry-recognised SATURN software to assist with planning the future movement network within the LSP1C area. The baseline network assumed accorded with the provisions in the Albion DSP and additional specifications above.
Particular observations include:
Full build-out is assumed by 2021
Single carriageway will be sufficient on all roads in the LSP1C area to carry the predicted traffic volumes
Vehicle turning forecasts were extracted from the models and applied using SIDRA analysis to define preferred intersection treatments and geometries. Specific findings and recommendations include:
Youle-Dean Road/ Lord Street would operate effectively as a four-way signalised intersection, which is consistent with earlier discussions with Main Roads WA, DoT and CoS regarding treatment of this intersection (allowing for controlled access westwards to Whiteman Park)
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Partridge Street/ Woollcott Avenue would operate with a satisfactory level of service as a single lane roundabout
Roundabout control (single circulatory) is recommended at Partridge Street/ Youle-Dean Road as this will provide reasonable capacity. While traffic signals are assumed in the DSP, increased traffic demands over the longer term are likely to impact performance significantly
The following street designs are recommended:
Lord Street is assumed to retain its current alignment and cross-section over the short-medium term with no direct property access
Youle-Dean Road is proposed to be a median-divided Integrator Arterial (B) with one lane in each direction with restricted property access to the west of Partridge Street and no direct property access to the east
East of Partridge Street, Woollcott Avenue is proposed to be a Neighbourhood Connector (B) with one traffic lane in each direction and restricted property access. West of Partridge Street, Woollcott Avenue is expected to function as a local access street given it is not proposed to connect to Lord Street
Partridge Street is proposed to be an Integrator Arterial (B) forecast to carry around 15,000-16,000 vehicles per day adjacent to the planned Neighbourhood Centre. It is anticipated to operate satisfactorily as a two-lane divided road because delays at intersections can be managed through appropriate geometry and controls. No direct property access should apply on Partridge Street
A tight urban street cross-section is proposed for Neighbourhood Centre Connectors 1 and 2
Transperth have advised that two new bus services are likely to operate within the Albion area with one likely to be aligned via Partridge Street and the other via Henley Brook Avenue. Timing of these services is contingent on how quickly new internal roads are constructed and funding availability through the State Government.
The following walking and cycling principles have informed network planning in LSP1C:
Copenhagen-style cycle plans are recommended on higher-order streets forecast to attract significant traffic volumes. On-street cycle lanes may be considered as an alternative treatment
Cycle lanes are proposed on both sides of selected roads to facilitate commuter movements and create a network generally supportive of more confident cyclists
Bike boxes should be installed on approach to signalised intersections to support on-street cycling movements. These could apply at the intersection of Youle-Dean Road/ Lord Street
Footpaths have been planned on at least one side of all internal streets, excepting laneways. Access Streets (A) and higher-order roads are planned to have paths on both sides
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Footpaths have been planned to be interconnected and a minimum width of 1.5 except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 1.8 metres will apply
Shared paths have a proposed minimum width of 2 metres except where they are proposed back-of-kerb or adjacent to retaining walls. In these instances, a minimal width of 2.3 metres will apply
Vehicle parking will need to be provided as per CoS requirements except as varied during preparation of a Detailed Area Plan for the Neighbourhood Centre.
Appendix A
Notes from Stakeholder Meeting
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A1
Meeting Notes
Prepared by Ryan Falconer
Date of circulation 19/08/13
Date of next meeting TBA
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Project title Whiteman Edge LSP1B Job number
231858-00
Meeting name and number 0001 File reference
231858-00/RWF
Location Arup Office, 836 Wellington Street, West
Perth
Time and date
1500 13 August 2013 Purpose of meeting Discussion and agreement regarding strategic transport planning assumptions/
infrastructure
Present James Westh (JW), Stockland
Justin McKirdy (JM), Main Roads WA
Leon van der Linde (LL), City of Swan
Mark Bridges (MB), City of Swan
Laurie Piggott (LP), Department of Transport
Cameron Leckey (CaL), Chappell Lambert Everett
Chris Leigh (ChL), Chappell Lambert Everett
Darryl Patterson (DP), Arup
Ryan Falconer (RF), Arup Apologies Stuart Sinclair (SS), Stockland
Neil Thom (NT), Chappell Lambert Everett Circulation All; Ryan Hopkins (RH), Arup
Action
1. Introduction and intent of meeting
RF provided an overview of the objectives of the meeting:
To define strategic transport network upgrades and agree reasonable
timings that could be factored into transport modelling
Agree design parameters that could be applied in the next iteration of
the concept for the Ellenbrook BRT in the vicinity of LSP1B so that it
might integrate with the proposed development
JW noted that he is acting in a caretaker role for SS who is currently on
leave (returning in approximately two weeks’ time).
2. Overview of LSP concept and relationship to Albion DSP
CaL provided an overview of the LSP process noting that LSP1B forms
part of the Albion DSP area. LSP1B is a joint venture between Stockland
and the Department of Housing (DoH). It encompasses lots 15, 16 ad 17
at the present time and may be extended to include lots 19 and 20 subject
to agreement with those landowners.
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
He noted that LSP1A to the north of Woollcott Avenue is currently being
built out with development generally unfolding north to south. Given the
speed with which this is occurring, completion and approval for LSP1B is
a priority for Stockland and DoH. Higher residential densities would be
delivered around the proposed District Centre relative to elsewhere within
the LSP1A area. This would accord with State planning policy and
provide an excellent context for integration of land use with a station
along the planned Ellenbrook Bus Rapid Transit (BRT) corridor.
He added that an understanding of the likely timing and alignment of the
proposed BRT corridor and Perth-Darwin National Highway (PDNH) are
critical project considerations.
3. Strategic assumptions
JM explained that Main Roads WA is currently undertaking a planning
study to assess tying PDNH in to Tonkin Highway at Reid Highway. An
amendment to the Metropolitan Region Scheme (MRS) will likely follow
but this is probably 12 months away. Based on current funding, it is
envisaged that PDNH would be constructed to Ellenbrook as a four lane
highway with grade-separated interchanges. North of Ellenbrook (to
Muchea), it would be constructed (in the first stage) as a two-lane road
with at-grade interchanges. Construction is anticipated to commence in
2016 with the highway being operational in 2019.
He added that until this work is completed and an MRS amendment
occurs, Main Roads WA will protect the current reservation for PDNH.
Assuming that PDNH is constructed to the west of Whiteman Park, JM
noted that ‘New Lord Street’ may eventually be constructed within the
current PDNH corridor east of Whiteman Park. New Lord Street would
likely be an Other Regional Road with a four lane median-divided profile
and a posted speed limit of 80 kph. Construction of New Lord Street is
subject to funding and is not likely to be constructed by 2021;
construction may be after 2031.
Main Roads WA’s modelling forecasts that about 70% of traffic forecast
to use this corridor if PDNH was constructed east of Whiteman Park
would redistribute to the alternative alignment.
JM added that if New Lord Street was an Other Regional Road, more
frequent intersections with east-west streets would be supported (none of
which were likely to be grade-separated). In Main Roads WA’s view,
five connections would be warranted: Gnangara Road, Park Street, Youle-
Dean Road, Harrow Street and Marshall Road.
LL noted that New Lord Street would be constructed along the eastern
boundary of the existing PDNH reservation. MB showed some concept
plans for New Lord Street and how it might relate to the Ellenbrook BRT
corridor. The plans showed:
Parallel road and BRT corridors with BRT to the east
City of Swan is
requested to supply
Arup with copies of
these concepts as soon
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
Signalised junction of the two corridors with Youle-Dean Road (the
arrangement would have coordinated signals)
Youle-Dean Road kinked southwards to face the approach of the
westerly access to Whiteman Park
JM noted that it was envisaged that Woollcott Avenue would not connect
with New Lord Street. LP added that the connection of Woollcott Avenue
to existing Lord Street would not be retained when the BRT corridor was
constructed, which is likely to precede construction of New Lord Street.
He noted that BRT is still very much on the State’s agenda and
discussions are underway about a stage 1 that could be constructed by
2021.
RF explained that it would be preferable for Stockland and DoH for
Youle-Dean Station to be located north of Youle-Dean Road so that it
might integrate with the proposed District Centre. He added that access to
the local road network for feeder bus services could be just to the north of
the station (a bus-only link) and obviate the need for turning movement
from Youle-Dean Road on to the BRT corridor and vice versa. There was
general agreement with this proposal, which is likely to be deliverable if
PDNH is constructed west of Whiteman Park. This is because there
would not be conflict between the station and the interchange between
Youle-Dean Road and PDNH.
CaL proposed that the working group that was formed in early 2013
regarding planning for BRT be reconvened to permit further discussion
and design development in view of the preparation of LSP1B and present
understandings regarding regional road infrastructure. The attendees
agreed that this would be useful.
Regarding planning for Henley Brook Avenue, LL noted that a four-way
junction is planned incorporating Woollcott Avenue. He added that
construction of Henley Brook Avenue is subject to a developer
contributions arrangement with the section from Harrow Street to Park
Street following 50% of lot creation in Albion. This had been forecast to
occur by about 2023 but on current development trends, is likely to be
before this time. Phase one (Reid Highway to Marshall Road) was
assumed to occur by 2019 and phase two (Marshall Road to Harrow
Street) before 2023.
4. Transport modelling and assessment approach
RF proposed that on the basis of the discussions, consideration should be
given by the LSP1B project team to modelling the following four
scenarios in SATURN:
1. Year 2021a – Henley Brook Avenue constructed from Reid to Harrow
2. Year 2021b – Henley Brook Avenue constructed from Reid to Park;
PDNH constructed west of Whiteman Park; Ellenbrook BRT
as practicable so that
they may be
accounted for in
future design
activities
DoT to lead
Attendees to advise
by Monday 19 August
if there is a differing
view
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
constructed
3. Year 2031a - Henley Brook Avenue constructed from Reid to Park;
PDNH constructed west of Whiteman Park; Ellenbrook BRT
constructed; New Lord Street constructed
4. Year 2031b – Henley Brook Avenue constructed from Reid to Park;
PDNH constructed west of Whiteman Park; Ellenbrook BRT
constructed
LL specifically noted that Scenario 1 is warranted because of the
uncertainty regarding timing of any of the infrastructure items.
5. Next steps
Following confirmation of these Meeting Notes:
Reconvention of the BRT working group
Development of basic BRT concept for the interim and ultimate
adjacent to LSP1B, between Woollcott Avenue and Youle-Dean Road
(subject to agreement to design specifications provided in separate
Technical Note to be issued by Arup 15 August). Main Roads WA,
DoT and City of Swan are requested to provide current CAD plans
regarding the road and BRT corridor treatment options to assist with
this
Issue of traffic modelling assumptions memorandum to stakeholders
for review and comment
Commencement of SATURN modelling: confirmation of ROM
scenarios for production of sub-area matrices by Main Roads WA
DoT
Arup
Arup – 15 August
Arup/ Main Roads
WA – as soon as
practicable
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
Northern Gateway
Industrial Park project
team
All – to be initiated by
Northern Gateway
Industrial Park project
team
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 13 August 2013
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Action
Appendix B
Summary letter (ROM availability and demographics)
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B1
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Arup Arup Pty Ltd ABN 18 000 966 165
Your ref
Our ref 231858/RWF
File ref
Level 7 Wellington Central 836 Wellington Street
West Perth 6005 Australia
t +61 8 9327 8300 f +61 8 9481 1334
[email protected] www.arup.com
Leon van der Linde
Manager, Strategic Planning
City of Swan
PO Box 196
MIDLAND WA 6936
7 October 2013
Dear Leon
Whiteman Edge LSP1B
I am writing to you regarding the development of the second Local Structure Plan (LSP1B)
for Whiteman Edge and the progression of associated transport planning and traffic
modelling. The chronology of events thus far is:
1. Our project team has coordinated a number of meetings with both the City of Swan and
Main Roads WA to discuss and agree an appropriate methodology. In particular, on 13
August 2013, Arup hosted a meeting to discuss and agree what transport infrastructure
scenarios should be analysed in the Transport Assessment (TA) to accompany
lodgement of the LSP.
2. Subsequent to the meeting and on receipt of an update from the Department of
Transport regarding the planning status of the Ellenbrook Bus Rapid Transit system,
Arup issued both Meeting Notes and a Memorandum summarising the strategic
transport planning assumptions that would apply in our analysis. We note that these
documents were circulated to the City and Main Roads prior to finalisation.
3. Arup provided a request to Main Roads WA for sub-area matrices from the Regional
Operations Model (ROM) as per the methodology articulated in these documents. On
28 August, Main Roads WA contacted Arup and requested that we provide marked-up
ROM network plots to confirm the network scenarios to be tested. These mark-ups
were provided by 4 September and reflected the resolutions reached by the stakeholder
group. We note that as per a Main Road WA request, we also sought and received
approval from the Department of Planning for release of the demographic data that
underpins the traffic forecasts in ROM.
4. On 12 September, Main Roads WA advised that given Whiteman Edge LSP1B is not a
government project, ROM data would not be provided to the consultant team. Having
spoken to Justin McKirdy at Main Roads WA by way of follow up, we understand that
Main Roads WA cannot allocate sufficient resources to generate the ROM scenarios
231858/RWF
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agreed to in the previously circulated Strategic Transport Planning Assumptions
Memorandum.
5. Since 12 September, we have had various telephone conversations with yourself and
Justin McKirdy to discuss our options. As you appreciate, we need to make sure that
our TA incorporates valid and reliable transport planning assumptions so that following
lodgement of the LSP, the veracity of our work and therefore the integrity of the LSP is
not called into question when it is reviewed by the City and Main Roads WA. As per
many significant land development projects, we had discussed and agreed with
stakeholders that application of ROM data representative of a range of possible future
network scenarios would form the context for our analysis. This reflects that ROM is
considered by government to be a reliable yardstick for traffic forecasting.
As an alternative to Main Roads WA producing data explicitly for our study, the City and
Main Roads WA have suggested that existing ROM data, generated on behalf of the City
and representative of future land development scenarios in Albion, could be provided to
Arup for application in the current project. We anticipate that this work would include
control for construction of Perth-Darwin National Highway (PDNH) on its preferred
alignment west of Whiteman Park. The City could also supply associated demographic
data so we could avoid double-counting forecasts for the land use zones that constitute
LSP1B.
The transport planning/ traffic modelling component of the LSP1B project was kicked off
around two months ago. At this time, Arup does not have any strategic information
supplied by the City or Main Roads WA. Other factors necessitate that the LSP1B project
proceeds: it is not feasible for us to continue to wait to try to resolve the traffic modelling
issues described.
Accordingly, Arup will be commencing an alternative methodology, which will involve
definition of external trip assumptions based on:
Specifications in the Whiteman Edge LSP1A TA Report (Bruce Aulabaugh) and
Albion DSP TA Report (SKM) regarding trip generation and distribution
Recent traffic count data showing directional splits of traffic on Lord Street
Application of annualised growth factors to external traffic based on historical trends
Potential redistribution of external-external traffic from Lord Street to PDNH following
the construction of the latter (assumed to have occurred prior to 2021)
We request respectfully that the City of Swan provides Arup with latest demographic
forecasts for Albion so that we may account for them in our modelling. We require these
by Monday 14 October so that we may keep to our timeline. Otherwise, older data from
the Albion DSP report will need to be applied.
We note that our methodology will not account for the effects of construction of New Lord
Street or staging of Henley Brook Avenue because we do not have access to the strategic
context data.
It has been and remains our intent to be transparent regarding the transport assessment
method that we apply to this project. Given the circumstances, we trust that our approach
will not be called in question post lodgement of the LSP. I am happy to discuss this
project further if required and may be reached on 9327 8347.
231858/RWF
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Yours sincerely
Ryan Falconer
Senior Transport Planner
cc Justin McKirdy, Main Roads WA
Stuart Sinclair, Stockland
Cameron Leckey, CLE Town Planning and Design
Appendix C
Advice Note - traffic modelling methodology
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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Advice Note
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Level 7 Wellington Central
836 Wellington Street
West Perth 6005
Australia
www.arup.com
t +61 8 9327 8300
f +61 8 9481 1334
Project title Whiteman Edge LSP1C Job number
231858-00
cc File reference
Prepared by Philippa Greenwood; Ryan Falconer
Ryan Falconer
Darryl Patterson
Date
22 May 2014
Subject i
Traffic modelling methodology
Trip generation
Vehicle trip forecasting involved calculation of:
Base traffic volumes – traffic volumes on the road network if development of the subject site does not occur. These take into account growth in traffic volumes resulting from planned development in the region (including elsewhere in Albion) and the impact of planned network changes
Development trips – traffic volumes generated by LSP1C.
Input cordon traffic volumes
Ideally, ROM data would be used to develop the future year traffic volumes; however, given the lack of data a more bespoke methodology had to be applied. A forecast plot from ROM was used to determine 2031 volumes on Lord Street and West Swan Road
1. This shows that traffic volumes on
Lord Street are forecast to be 15,000 vehicles per day in 2031 with 25,000 vehicles per day on West Swan Road (south). This plot was provided to Arup by Main Roads WA.
April 2013 counts carried out by Main Roads WA on West Swan Road north of Reid Highway and south of Gnangara Road were used to estimate 2031 volumes on West Swan Road (north). It was assumed that a nominal 1,000 vehicles per day would use Georgeff Street. In the Albion DSP it was assumed that 0.5% of all external trips would be to/from Morgan Fields, which is accessed by Georgeff Street. The 1,000 vehicles per day forecast are therefore conservative.
Count data from 2012 and 2013 collected by Main Roads WA for sites on Lord Street and West Swan Road was used to check these volumes were reasonable given future growth forecasts.
Year 2021 daily volumes on West Swan Road were estimated using linear interpolation of 2013 and 2031 volumes. Forecast demographic uplift in Ellenbrook was used to estimate the daily traffic volumes on Lord Street and Georgeff Street in both 2021 and 2031.
1 The underlying demographic assumptions and trip matrices were not supplied to Arup.
2 Likely to be conservative because completion of PDNH will lead to some freight traffic reassignment from Lord
Advice Note
231858-00 22 May 2014
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It was assumed that these volumes accounted for both external-to-external trips - trips that do not start or end within the modelled area - and internal-to-external/ external-to-internal trips, which either begin or end within the modelled area. Arup forecast that 62.3% of trips generated by land use in the Albion DSP are trips to/ from external zones, which is consistent with the assumptions specified in the Albion DSP report.
Trip distribution
The year 2031 24-hour external-to-external trip matrix in the Albion DSP was used to forecast the distribution of the external trips. Since the LSP1C SATURN network is smaller than the model used in the DSP any trips that do not enter the network were deleted manually from the matrix. The remaining zones were aggregated based on the five external zones within the SATURN model and totalled to form the entries to the external-to-external demand matrix.
The external trip matrix for the AM and PM peak matrices were calculated using the existing count data from Main Roads WA to determine northbound and southbound peak hour factors on Lord Street and West Swan Road. These factors were applied to each movement in the matrix depending on its origin and destination.
Albion DSP trips
Trip volumes generated by/ attracted to the balance of the Albion DSP area were forecast using the demographics for the area supplied by the CoS. Trip volumes were calculated using the same assumptions as for LSP1C.
Development trips
Tables 1 to 3 summarise the trip generation assumptions that were applied to Whiteman Edge LSP1C. The following sources were consulted in developing the assumptions:
Western Australian Planning Commission (Transport Assessment Guidelines for Development)
Institute of Transportation Engineers (Trip Generation 9th Ed.)
Roads and Traffic Authority of New South Wales (Guide to Traffic Generating Developments)
Other developments of a similar nature.
The rates below, when compared to other studies of similar nature, were considered a reasonable representation of the proposed development. Home-Based Education trips occur generally outside of the PM network peak making it difficult to forecast peak percentages and directional splits; accordingly, Arup applied professional judgement and previous experience to develop associated trip assumptions.
Advice Note
231858-00 22 May 2014
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\APPENDIX C - TRAFFIC MODELLING METHODOLOGY.DOCX
Page 3 of 3 Arup | F0.15
Table 1 - Trip rate by land use
Type of land use Daily vehicle trips
Private dwellings R40 9 per dwelling
R80 (assumed medium density) 5 per dwelling
Retail 80 per 100m2 NLA
Commercial 9 per 100m2 GFA
Food and Beverage 48 per 100m2 GFA
Primary and secondary school enrolments - FTE 2.37 per student
Table 2 – Percentage of daily vehicle trips by land use (network peak hours)
Type AM PM
Home-Based Work (HBW) 8% 10%
Other 5% 10%
Table 3 – Directional split (in/ out) by land use (network peak hours)
AM PM
Type IN OUT IN Out
Home-Based Work (HBW) 10% 90% 80% 20%
Other 15% 85% 80% 20%
Model output
All model traffic volumes discussed in the project Transport Assessment Report are ‘demand’ flows rather than ‘actual’ flows. Demand flows represent the traffic volume that would arrive at each particular point in the road network as if capacity constraints did not exist. In contrast, actual flows represent the traffic volume that would arrive at each particular point in the road network taking into account capacity constraints. Application of demand flows is useful for design purposes as long as metrics are interpreted appropriately and intersections are not overdesigned.
The heavy vehicle percentages adopted and applied in analysis included:
Lord Street – 8.6% (based on historical class split data assumed to hold constant)2
All other roads/ approaches – 2% (given heavy vehicle access assumed to be restricted to local deliveries and buses)
DOCUMENT CHECKING (not mandatory for Advice Note)
Prepared by Checked by Approved by
Name Philippa Greenwood; Ryan
Falconer Darryl Patterson Darryl Patterson
Signature
2 Likely to be conservative because completion of PDNH will lead to some freight traffic reassignment from Lord
Street.
Appendix D
Base Year Traffic Volumes
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page D1
D1
Mon - Fri
50
35
33
38
137
470
792
913
861
737
648
655
689
725
913
1128
1321
1360
876
506
333
283
189
114
13806
Mon - Fri
1/4 Hour 0730
1/4 Hr Vol 247
1/2 Hour 0715
1/2 Hr Vol 477
1 Hour 0700
1 Hr Vol 913
1 Hr Fact .9228
2 Hour 0630
2 Hr Vol 1798
1/4 Hour 1700
1/4 Hr Vol 353
1/2 Hour 1700
1/2 Hr Vol 694
1 Hour 1645
1 Hr Vol 1374
1 Hr Fact .9722
2 Hour 1600
2 Hr Vol 2681
12 Hour 0630
12 Hr Vol 10917
0630
10768 10777 11207 10917
2681
Peak
0630 0630 0630
2632 2721 2725
.9722
1545 1600 1545 1600
.9686 .9838 .9392
1645
1356 1393 1390 1374
694
1615 1700 1645
353
1645 1700 1700 1700
1700
350 354 370
PM
1615 1745 1700
679 704 704
0630
1780 1813 1825 1798
0700 0630 0630
913
.8818 .9573 .9375 .9228
903 919 930
477
0715 0715 0700 0700
486 478 466
247
0715 0715 0715 0715
0730
256 240 256
Fri Sat Sun Mon - Sun
AM
0730 0715 0630
13806
Peak Statistics
Mon Tue Wed Thu
Total 13470 13696 14254
189
2300 103 126 113 114
283
2200 169 209 189
333
2100 222 299 327
2000 309 326 363
876
1900 463 519 537 506
1360
1800 860 871 897
1321
1700 1316 1393 1370
1600 1314 1328 1321
913
1500 1108 1107 1169 1128
725
1400 859 900 980
689
1300 718 720 738
1200 675 679 713
648
1100 657 583 726 655
737
1000 657 623 664
861
0900 741 714 756
0800 882 832 869
792
0700 898 911 930 913
470
0600 777 798 802
137
0500 467 467 477
0400 135 119 157
33
0300 32 45 38 38
35
0200 28 36 36
50
0100 35 34 35
Fri Sat Sun Mon - Sun
0000 45 57 47
Date Range: 10 Sep 2012 to 13 Sep 2012 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Both Directions Road Name: Lord St (1090557)
Site No: 7077 Location Description: N of Reid Hwy (SLK 0.17)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:05 by Philippa Greenwood Page 1 of 4 [email protected]
S N S N S S N N S N S N S N
20 46 11 32 15 34 15 34
12 25 9 28 7 25 9 25
15 19 17 19 17 17 16 17
19 15 30 14 24 14 24 14
87 43 76 63 94 51 86 51
311 150 317 147 330 151 319 151
441 340 458 326 476 334 458 334
436 469 442 477 453 469 444 469
392 435 397 464 405 463 398 463
370 361 353 414 342 382 355 382
291 375 248 346 318 362 286 362
277 339 244 420 306 380 276 380
309 396 283 389 324 384 305 384
277 417 303 454 284 437 288 437
312 577 323 607 373 577 336 577
342 756 351 790 379 771 357 771
295 1014 314 998 323 1010 311 1010
275 1108 285 1048 322 1066 294 1066
212 656 215 669 228 658 218 658
159 343 176 370 167 339 167 339
116 211 115 229 134 211 122 211
88 189 110 202 125 175 108 175
72 112 97 119 70 109 80 109
35 88 38 76 37 77 37 77
5163 8484 5212 8701 5553 8496 5309 8496
S N S N S S N N S N S N S N
1/4 Hour 0630 0745 0630 0730 0630 0730 0630 0730
1/4 Hr Vol 143 148 148 133 157 128 149 128
1/2 Hour 0630 0730 0615 0730 0615 0730 0615 0730
1/2 Hr Vol 251 264 262 246 273 253 261 253
1 Hour 0630 0730 0630 0730 0615 0730 0630 0730
1 Hr Vol 471 496 489 483 501 483 485 483
1 Hr Fact .8234 .8378 .826 .9079 .7978 .9458 .8119 .9458
2 Hour 0615 0645 0545 0700 0545 0700 0545 0700
2 Hr Vol 897 934 930 941 943 932 920 932
1/4 Hour 1545 1745 1515 1700 1445 1700 1515 1700
1/4 Hr Vol 95 288 94 288 108 278 93 278
1/2 Hour 1530 1700 1500 1645 1430 1700 1515 1700
1/2 Hr Vol 183 562 185 541 206 541 184 541
1 Hour 1515 1700 1500 1645 1430 1645 1500 1645
1 Hr Vol 345 1108 351 1060 390 1066 357 1066
1 Hr Fact .9079 .9618 .9335 .9201 .9028 .9586 .9597 .9586
2 Hour 1430 1600 1400 1545 1415 1600 1415 1600
2 Hr Vol 669 2122 674 2053 753 2076 697 2076
12 Hour 0530 0715 0530 0700 0530 0715 0530 0715
12 Hr Vol 4102 6926 4077 7076 4374 6962 4184 6962Peak
0700 0530
6897 4184
1600 1415
2060 697
1060 357
.9851 .9597
537 184
1615 1500
93
1615 1515
952 920
PM
1630 1515
269
.8942 .8119
0700 0545
0800 0630
490 485
0615
269 261
AM
0830 0630
137 149
0830
Sat Sun Mon - Fri Mon - Sun
N N S S
Mon Tue Wed Thu Fri
Total 8307 5309
Peak Statistics
2200 97 80
2300 68 37
2000 193 122
2100 134 108
1800 648 218
1900 304 167
1600 1019 311
1700 1041 294
1400 547 336
1500 766 357
1200 366 305
1300 441 288
1000 366 286
1100 380 276
0800 490 398
0900 371 355
0600 336 458
0700 462 444
0400 48 86
0500 156 319
0200 13 16
0300 13 24
0000 25 15
0100 23 9
Fri Sat Sun Mon - Fri Mon - Sun
N N S S
Date Range: 10 Sep 2012 to 13 Sep 2012 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Directional Road Name: Lord St (1090557)
Site No: 7077 Location Description: N of Reid Hwy (SLK 0.17)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:05 by Philippa Greenwood Page 2 of 4 [email protected]
Mon - Fri
55
33
28
40
143
498
1053
1247
1137
806
766
791
768
827
983
1133
1158
1172
936
477
345
294
200
133
15023
Mon - Fri
1/4 Hour 0715
1/4 Hr Vol 328
1/2 Hour 0700
1/2 Hr Vol 647
1 Hour 0700
1 Hr Vol 1247
1 Hr Fact .9514
2 Hour 0630
2 Hr Vol 2459
1/4 Hour 1730
1/4 Hr Vol 304
1/2 Hour 1730
1/2 Hr Vol 602
1 Hour 1545
1 Hr Vol 1174
1 Hr Fact .9686
2 Hour 1600
2 Hr Vol 2329
12 Hour 0630
12 Hr Vol 11925
0630
11751 11925 12117 9737 11344
2187
Peak
0615 0630 0615 0730
2314 2451 2373 1958
.9632
1445 1615 1600 1200 1545
.9526 .959 .9756 .895
1700
1185 1239 1202 1031 1100
611 540 555
1500 1645 1700 1200
286
1500 1630 1730 1230 1715
1245 1730
311 323 310 288
PM
1515 1645 1500
617 640
0630
2517 2450 2411 1988 2067
0630 0630 0630 1115
1045
.9668 .9709 .9238 .9733 .957
1280 1235 1249 985
537
0700 0645 0630 1145 0715
658 633 651 495
273
0700 0700 0700 1145 0700
1045 0715
331 321 338 265
Fri Sat Sun Mon - Sun
AM
0745 0815 0715
11971 15023
Peak Statistics
Mon Tue Wed Thu
Total 14706 15080 15284
200
2300 113 102 183 206 133
294
2200 170 185 246 231
288 345
2100 275 335 272 272
2000 313 379 344
936
1900 455 467 509 441 477
1172
1800 918 938 953 611
844 1158
1700 1085 1228 1202 885
1600 1082 1220 1171
983
1500 1185 1121 1092 887 1133
827
1400 993 964 992 896
1031 768
1300 821 806 854 927
1200 713 760 830
766
1100 798 770 805 939 791
806
1000 740 750 809 929
587 1137
0900 764 806 849 742
0800 1127 1141 1143
1053
0700 1280 1235 1226 430 1247
498
0600 1059 1053 1048 305
69 143
0500 510 505 479 172
0400 154 152 124
28
0300 51 35 35 53 40
33
0200 26 31 26 45
127 55
0100 28 32 38 54
Fri Sat Sun Mon - Sun
0000 46 65 54
Date Range: 03 Apr 2013 to 07 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Both Directions Road Name: Lord St (1090557)
Site No: 6783 Location Description: S of Gnangara Rd (SLK 7.63)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:05 by Philippa Greenwood Page 3 of 4 [email protected]
S N S N S S N N S N S N S N
31 15 13 38 78 49 40 15 40
18 10 9 23 33 21 21 11 21
13 13 18 13 27 18 13 15 13
21 30 23 13 23 30 15 25 15
41 113 113 36 28 41 39 105 39
121 389 390 100 62 110 112 386 112
247 812 807 247 112 193 247 807 247
385 895 867 361 177 253 371 876 371
414 713 704 471 232 355 441 696 441
362 402 424 376 342 400 373 433 373
368 372 372 398 459 470 381 385 381
425 373 380 420 484 455 412 379 412
393 320 336 457 586 445 425 343 425
466 355 347 530 545 382 485 342 485
590 403 360 617 517 379 604 379 604
752 433 451 615 542 345 679 454 679
700 382 386 846 546 298 793 364 793
753 332 325 826 562 323 827 344 827
624 294 277 635 332 279 640 296 640
273 182 160 320 242 199 300 177 300
209 104 124 208 150 138 224 121 224
184 91 107 187 145 127 200 94 200
115 55 61 153 133 98 131 70 131
75 38 27 120 122 84 90 43 90
7580 7126 7081 8010 6479 5492 7863 7160 7863
S N S N S S N N S N S N S N
1/4 Hour 0745 0630 0700 0830 1145 1045 0800 0700 1145
1/4 Hr Vol 116 249 244 120 142 132 117 240 115
1/2 Hour 0745 0700 0700 0830 1145 1030 0745 0700 1145
1/2 Hr Vol 229 481 478 238 281 263 233 481 234
1 Hour 0745 0630 0630 0800 1145 1030 0745 0630 1145
1 Hr Vol 436 939 926 471 566 492 457 933 460
1 Hr Fact .9397 .9428 .9488 .9813 .9248 .9318 .9737 .9705 .9644
2 Hour 1145 0615 0630 1145 1145 0945 1145 0615 1145
2 Hr Vol 840 1780 1714 962 1144 941 889 1719 953
1/4 Hour 1745 1515 1515 1645 1245 1245 1745 1515 1745
1/4 Hr Vol 213 133 127 231 162 126 224 131 199
1/2 Hour 1745 1500 1515 1630 1230 1230 1730 1500 1730
1/2 Hr Vol 410 259 239 439 315 225 438 250 396
1 Hour 1730 1430 1500 1600 1230 1200 1700 1500 1700
1 Hr Vol 786 472 451 846 589 445 827 454 761
1 Hr Fact .9225 .8872 .8878 .9156 .909 .8829 .9216 .8642 .9548
2 Hour 1445 1345 1500 1600 1200 1200 1600 1400 1600
2 Hr Vol 1486 849 837 1672 1131 827 1621 833 1493
12 Hour 0700 0515 0515 0715 0745 0700 0715 0515 0715
12 Hr Vol 6232 5875 5833 6573 5390 4384 6445 5871 6172Peak
0730 0530 0530
6548 5915 5454
1615 1400 1400
1752 852 806
903 477 428
.9525 .8899 .8917
472 259 230
1700 1500 1445
237 134 120
1730 1500 1500
865 1698 1419
PM
1745 1515 1515
.9573 .958 .9619
1145 0615 0630
0745 0630 0630
471 935 757
0745 0700 0700
243 483 391
AM
0800 0715 0715
123 244 197
Sat Sun Mon - Fri Mon - Sun
N N S S
Mon Tue Wed Thu Fri
Total 7999 7274 7160
Peak Statistics
2200 124 93 70
2300 75 63 43
2000 255 136 121
2100 228 85 94
1800 661 318 296
1900 307 189 177
1600 834 325 364
1700 903 376 344
1400 604 375 379
1500 670 477 454
1200 424 373 343
1300 459 324 342
1000 378 411 385
1100 390 385 379
0800 437 672 696
0900 382 473 433
0600 246 801 807
0700 368 865 876
0400 39 88 105
0500 115 379 386
0200 13 13 15
0300 12 22 25
0000 52 16 15
0100 23 15 11
Fri Sat Sun Mon - Fri Mon - Sun
N N S S
Date Range: 03 Apr 2013 to 07 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Directional Road Name: Lord St (1090557)
Site No: 6783 Location Description: S of Gnangara Rd (SLK 7.63)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:05 by Philippa Greenwood Page 4 of 4 [email protected]
Mon - Fri
52
33
26
52
147
472
1075
1319
1082
967
937
1038
1036
993
1134
1352
1474
1494
904
452
339
290
225
152
17045
Mon - Fri
1/4 Hour 0730
1/4 Hr Vol 355
1/2 Hour 0715
1/2 Hr Vol 692
1 Hour 0700
1 Hr Vol 1319
1 Hr Fact .9289
2 Hour 0630
2 Hr Vol 2490
1/4 Hour 1715
1/4 Hr Vol 403
1/2 Hour 1700
1/2 Hr Vol 781
1 Hour 1630
1 Hr Vol 1541
1 Hr Fact .9567
2 Hour 1545
2 Hr Vol 2983
12 Hour 0615
12 Hr Vol 13962
0630
13709 14036 14147 12235 12326 13200
2898 2723
Peak
0615 0615 0630 0730 0730
2945 3118 2904 2534
.9706 .977
1600 1600 1530 1200 1215 1530
.966 .9358 .9429 .9146
1215 1545
1534 1617 1520 1339 1487 1378
777 697 748 690
1700 1630 1630 1200
353
1715 1715 1630 1200 1245 1615
1215 1245 1630
397 432 403 366 383
PM
1715 1715 1630
788 838
1145 1130
2659 2623 2395 2656 2869 2348
0615 0615 1115 1130
1414 1202
.9121 .8977 .9016 .9419 .9377 .9669
1390 1404 1237 1379
683 601
0700 0700 1145 1130 1145 1145
740 760 633 682
310
0715 0715 1130 1130 1130 1130
1145 1130 1145
381 391 343 345 343
Fri Sat Sun Mon - Sun
AM
0730 0730 1145
14579 13916 15928
Peak Statistics
Mon Tue Wed Thu
Total 16586 17343 12354 17208
226
2300 77 161 102 217 234 94 157
207 273
2200 153 210 139 313 303 149
317 270 321
2100 262 305 234 302 289
2000 316 368 311 333
791
1900 429 495 345 432 415 324 419
986 1294
1800 889 982 526 842 706 538
1137 1274 1367
1700 1534 1572 748 1377 999
1600 1411 1546 1005 1466
1203
1500 1367 1307 1111 1383 1253 1397 1341
1423 1120
1400 1037 1154 1122 1211 1222 1391
1339 1457 1181
1300 886 951 1112 1143 1195
1200 971 953 1215 1184
986
1100 914 995 1142 1204 1242 1250 1121
765 913
1000 924 876 873 1011 1099 1018
640 477 872
0900 934 966 677 1002 896
0800 1097 1114 472 1034
744
0700 1390 1404 318 1163 458 266 936
89 339
0600 1174 1158 272 894 308 188
87 46 115
0500 532 492 239 391 189
0400 140 155 144 146
33
0300 46 55 58 54 36 35 45
78 47
0200 25 29 44 24 37 48
120 146 84
0100 31 36 41 32 58
Fri � Sat � Sun � Mon - Sun
0000 47 59 104 50
Date Range: 23 Apr 2013 to 29 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon � Tue � Wed � Thu � �
Weekly Volume by HourTraffic Flow: Both Directions Road Name: West Swan Rd (1090502)
Site No: 0594 Location Description: N of Reid Hwy (SLK 4.31)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 1 of 6 [email protected]
S N S N S S N N S N S N S N
38 9 39 20 36 36 76 44 97 49 38 14 57
21 10 21 15 13 26 38 20 57 21 23 10 33
15 10 15 14 12 12 26 11 37 11 14 12 21
15 31 19 36 32 16 18 18 19 16 17 35 17
29 111 37 118 106 30 25 62 15 31 32 115 27
108 424 117 375 144 100 67 122 38 51 108 363 86
256 918 267 891 150 240 136 172 85 103 254 821 197
311 1079 311 1093 175 306 199 259 122 144 309 1010 250
328 769 330 784 240 345 282 358 206 271 334 747 298
377 557 379 587 330 416 413 483 372 393 391 577 391
425 499 417 459 406 450 545 554 501 517 431 506 468
444 470 506 489 521 632 680 562 664 586 527 510 585
484 487 498 455 527 625 745 594 851 606 536 500 641
444 442 483 468 526 562 626 569 773 650 496 497 578
577 460 639 515 559 680 620 602 739 652 632 502 651
834 533 762 545 615 788 639 614 653 744 795 558 735
1016 395 1043 503 523 936 559 578 578 696 998 476 826
1142 392 1102 470 450 920 487 512 447 539 1055 440 820
597 292 626 356 265 521 360 346 271 267 581 323 475
274 155 309 186 144 251 211 204 166 158 278 174 242
204 112 233 135 131 198 172 145 155 115 212 127 192
157 105 204 101 81 187 143 146 124 83 183 107 163
101 52 151 59 54 214 159 144 92 57 155 70 143
51 26 119 42 35 156 154 80 54 40 109 43 107
8248 8338 8627 8716 6075 8647 7380 7199 7116 6800 8508 8537 8003
S N S N S S N N S N S N S N
1/4 Hour 1145 0730 1145 0730 1145 1145 1130 1145 1130 1145 0730 1145
1/4 Hr Vol 123 304 161 305 196 190 159 208 176 160 272 176
1/2 Hour 1145 0715 1145 0715 1130 1145 1130 1145 1115 1145 0715 1145
1/2 Hr Vol 246 579 296 597 353 373 314 406 318 298 535 335
1 Hour 1145 0645 1145 0700 1145 1145 1130 1145 1130 1145 0700 1145
1 Hr Vol 497 1090 548 1093 664 768 617 845 604 570 1010 664
1 Hr Fact .9632 .8964 .8509 .8959 .8469 .91 .9701 .9559 .858 .8906 .9283 .9453
2 Hour 1145 0615 1115 0615 1100 1130 1130 1145 1130 1130 0615 1130
2 Hr Vol 941 2043 1028 2007 1257 1440 1216 1627 1251 1066 1875 1249
1/4 Hour 1700 1500 1645 1630 1630 1215 1515 1230 1515 1715 1500 1715
1/4 Hr Vol 294 143 295 150 264 211 175 221 201 276 144 216
1/2 Hour 1700 1500 1715 1500 1630 1215 1515 1215 1545 1715 1500 1700
1/2 Hr Vol 574 285 587 279 513 395 350 439 392 544 285 430
1 Hour 1700 1500 1645 1430 1630 1200 1445 1215 1515 1645 1500 1630
1 Hr Vol 1142 533 1142 555 1018 745 646 853 771 1080 558 852
1 Hr Fact .9711 .9318 .9678 .9375 .964 .8827 .9229 .9649 .959 .9794 .971 .9843
2 Hour 1600 1400 1600 1445 1545 1200 1400 1200 1445 1600 1430 1545
2 Hr Vol 2158 993 2145 1079 1871 1371 1216 1624 1447 2053 1066 1660
12 Hour 0715 0530 0715 0530 0730 0730 0715 0815 0730 0730 0530 0730
12 Hr Vol 7001 7103 7122 7285 7211 6199 6044 6237 6093 7105 7169 6749Peak
0600 0600
7172 6638
1445 1445
1148 1167
595 606
.9597 .9457
303 312
1500 1500
157 160
1530 1515
1601 1293
PM
1215 1515
.9275 .9211
0630 0630
0700 0700
857 686
0730 0715
438 366
AM
0745 0730
231 186
Sat Sun Mon - Fri Mon - Sun
N N S S
Mon Tue Wed Thu Fri
Total 6279 8561 7922
Peak Statistics
2200 85 99 82
2300 67 61 50
2000 180 135 128
2100 153 115 110
1800 261 321 316
1900 201 181 177
1600 482 530 540
1700 298 457 474
1400 563 531 552
1500 496 595 606
1200 688 559 540
1300 586 581 542
1000 467 561 518
1100 621 572 536
0800 232 689 574
0900 347 586 521
0600 122 654 548
0700 143 857 686
0400 38 116 88
0500 95 291 253
0200 32 12 12
0300 26 38 28
0000 68 14 27
0100 28 6 14
Fri � Sat � Sun � Mon - Fri Mon - Sun
N N S S
Date Range: 23 Apr 2013 to 29 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon � Tue � Wed � Thu � �
Weekly Volume by HourTraffic Flow: Directional Road Name: West Swan Rd (1090502)
Site No: 0594 Location Description: N of Reid Hwy (SLK 4.31)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 2 of 6 [email protected]
Mon - Fri
46
30
27
41
136
440
869
939
729
588
581
596
575
622
756
961
1111
1203
753
429
267
228
162
103
12192
Mon - Fri
1/4 Hour 0730
1/4 Hr Vol 245
1/2 Hour 0715
1/2 Hr Vol 483
1 Hour 0645
1 Hr Vol 950
1 Hr Fact .9694
2 Hour 0615
2 Hr Vol 1833
1/4 Hour 1730
1/4 Hr Vol 306
1/2 Hour 1715
1/2 Hr Vol 608
1 Hour 1700
1 Hr Vol 1203
1 Hr Fact .9839
2 Hour 1600
2 Hr Vol 2313
12 Hour 0615
12 Hr Vol 9584
0630
9495 9482 9774 8430 9247
2108
Peak
0615 0615 0615 0730
2366 2283 2291 1698
.9749
1600 1600 1600 1415 1600
.9417 .9542 .9377 .9346
1700
1228 1187 1204 901 1086
636 475 554
1645 1700 1645 1515
279
1700 1730 1715 1530 1715
1530 1715
326 311 321 241
PM
1700 1745 1730
633 604
0615
1861 1871 1768 1656 1546
0615 0615 0615 1145
800
.9373 .9676 .9191 .9063 .9756
986 987 897 841
405
0630 0645 0615 1145 0630
510 494 460 433
205
0700 0645 0615 1145 0715
1145 0630
263 255 244 232
Fri Sat Sun Mon - Sun
AM
0715 0645 0630
10444 12192
Peak Statistics
Mon Tue Wed Thu
Total 12052 11964 12558
162
2300 81 79 149 195 103
228
2200 123 149 215 238
281 267
2100 205 231 249 230
2000 291 245 264
753
1900 426 377 484 359 429
1203
1800 713 749 798 601
757 1111
1700 1222 1187 1199 736
1600 1144 1096 1092
756
1500 955 889 1040 898 961
622
1400 726 728 815 784
803 575
1300 591 600 674 821
1200 553 589 582
581
1100 575 616 598 780 596
588
1000 543 572 627 720
510 729
0900 592 578 594 641
0800 728 723 735
869
0700 970 955 892 337 939
440
0600 861 901 846 278
63 136
0500 470 439 412 192
0400 147 120 140
27
0300 44 39 39 43 41
30
0200 23 29 28 26
95 46
0100 29 26 36 56
Fri Sat Sun Mon - Sun
0000 40 47 50
Date Range: 03 Apr 2013 to 07 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Both Directions Road Name: West Swan Rd (1090502)
Site No: 1094 Location Description: S of Gnangara Rd (SLK 12.02)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 3 of 6 [email protected]
S N S N S S N N S N S N S N
12 28 39 10 37 58 10 36 10
11 18 17 13 16 40 11 19 11
12 11 14 9 11 15 12 15 12
33 11 11 27 24 19 29 11 29
117 30 27 117 42 21 109 27 109
387 83 81 339 136 56 361 79 361
665 196 209 637 169 109 665 205 665
724 246 259 645 215 122 688 251 688
468 260 269 474 300 210 465 263 465
339 253 240 349 393 248 342 246 342
276 267 251 358 415 305 318 262 318
280 295 310 284 398 382 290 306 290
271 282 318 245 398 405 262 312 262
246 345 332 287 373 448 267 355 267
289 437 439 306 361 423 295 462 295
333 622 599 374 376 522 332 629 332
284 860 812 250 279 478 273 838 273
251 971 941 291 274 462 263 940 263
218 495 533 272 303 298 235 518 235
112 314 255 194 153 206 143 286 143
91 200 156 79 117 164 86 180 86
61 144 173 95 72 158 71 157 71
37 86 105 50 82 156 44 119 44
22 59 49 40 62 133 31 72 31
5539 6513 6439 5745 5006 5438 5602 6588 5602
S N S N S S N N S N S N S N
1/4 Hour 0715 1115 0730 0630 1045 1115 0700 1130 0700
1/4 Hr Vol 202 77 84 185 126 120 190 79 156
1/2 Hour 0700 1115 0730 0615 1145 1145 0700 1115 0700
1/2 Hr Vol 403 150 162 350 232 201 372 158 307
1 Hour 0630 1115 0730 0615 1145 1145 0630 1115 0630
1 Hr Vol 761 297 312 672 431 410 724 307 598
1 Hr Fact .9418 .9643 .9286 .9081 .8905 .9234 .9526 .9674 .9599
2 Hour 0600 1145 1145 0600 1015 1145 0600 1145 0600
2 Hr Vol 1389 610 660 1282 836 869 1353 650 1111
1/4 Hour 1615 1715 1745 1530 1200 1530 1515 1730 1515
1/4 Hr Vol 95 247 246 99 111 153 93 241 94
1/2 Hour 1615 1715 1730 1515 1200 1530 1515 1715 1515
1/2 Hr Vol 181 490 481 197 202 282 172 481 176
1 Hour 1500 1700 1700 1500 1200 1500 1500 1700 1500
1 Hr Vol 333 971 941 374 398 522 332 940 343
1 Hr Fact .8856 .9828 .9563 .9444 .8964 .8529 .8957 .9751 .9098
2 Hour 1445 1600 1600 1400 1200 1530 1400 1600 1400
2 Hr Vol 634 1831 1753 680 771 1016 627 1778 655
12 Hour 0515 0730 0730 0515 0700 0815 0515 0730 0515
12 Hr Vol 4580 5419 5338 4563 4085 4389 4576 5443 4392Peak
0515 0730 0745
4584 5572 5173
1330 1600 1600
592 1750 1569
303 923 825
.8808 .9418 .9593
162 488 423
1430 1645 1645
86 245 215
1615 1715 1715
1388 680 705
PM
1515 1730 1715
.9564 .9635 .9242
0600 1145 1145
0630 1045 1115
746 343 329
0645 1115 1115
388 177 167
AM
0700 1115 1115
195 89 89
Sat Sun Mon - Fri Mon - Sun
N N S S
Mon Tue Wed Thu Fri
Total 5525 6813 6588
Peak Statistics
2200 44 165 119
2300 30 109 72
2000 89 185 180
2100 58 154 157
1800 216 526 518
1900 122 290 286
1600 284 842 838
1700 246 908 940
1400 289 509 462
1500 290 666 629
1200 271 337 312
1300 268 387 355
1000 321 269 262
1100 306 314 306
0800 454 261 263
0900 338 245 246
0600 692 209 205
0700 696 247 251
0400 93 23 27
0500 358 73 79
0200 15 19 15
0300 28 12 11
0000 8 40 36
0100 9 23 19
Fri Sat Sun Mon - Fri Mon - Sun
N N S S
Date Range: 03 Apr 2013 to 07 Apr 2013 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Directional Road Name: West Swan Rd (1090502)
Site No: 1094 Location Description: S of Gnangara Rd (SLK 12.02)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 4 of 6 [email protected]
Mon - Fri
33
21
16
32
104
291
605
837
823
526
497
524
524
479
593
745
761
841
576
319
189
205
158
65
9764
Mon - Fri
1/4 Hour 0815
1/4 Hr Vol 237
1/2 Hour 0800
1/2 Hr Vol 458
1 Hour 0730
1 Hr Vol 915
1 Hr Fact .9652
2 Hour 0645
2 Hr Vol 1662
1/4 Hour 1715
1/4 Hr Vol 239
1/2 Hour 1715
1/2 Hr Vol 452
1 Hour 1645
1 Hr Vol 846
1 Hr Fact .8868
2 Hour 1545
2 Hr Vol 1621
12 Hour 0630
12 Hr Vol 7816
0630
7816 7815 7816
1621
Peak
0630 0630
1620 1622
.8868
1545 1545 1545
.9358 .8601
1645
846 867 846
452
1630 1645
239
1715 1715 1715
1715
226 252
PM
1630 1715
430 474
0645
1676 1658 1662
0700 0645
915
.9434 .955 .9652
917 913
458
0730 0730 0730
471 470
237
0730 0800 0800
0815
243 239
Fri Sat Sun Mon - Sun
AM
0745 0815
9764
Peak Statistics
Mon Tue Wed Thu
Total 9759 9756
158
2300 66 63 65
205
2200 152 164
189
2100 215 194
2000 184 194
576
1900 312 326 319
841
1800 561 591
761
1700 818 863
1600 792 730
593
1500 732 757 745
479
1400 603 583
524
1300 485 473
1200 552 496
497
1100 512 535 524
526
1000 475 519
823
0900 505 546
0800 821 824
605
0700 855 819 837
291
0600 622 587
104
0500 292 289
0400 107 100
16
0300 30 33 32
21
0200 15 16
33
0100 18 24
Fri Sat Sun Mon - Sun
0000 35 30
Date Range: 15 Nov 2006 to 16 Nov 2006 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Both Directions Road Name: West Swan Rd (1090502)
Site No: 2801 Location Description: N of Gnangara Rd (SLK 12.97)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 5 of 6 [email protected]
S N S N S S N N S N S N S N
18 17 15 17 16 17
9 9 11 11 10 11
9 6 8 9 7 9
15 15 15 17 15 17
57 50 41 58 46 58
124 168 171 121 170 121
263 359 347 252 353 252
310 545 539 295 542 295
312 509 498 319 504 319
225 280 299 236 290 236
204 271 274 225 273 225
264 248 282 259 265 259
235 317 257 237 287 237
232 253 244 231 249 231
275 328 312 273 320 273
402 330 382 389 356 389
449 343 317 431 330 431
512 306 372 502 339 502
345 216 276 330 246 330
173 139 139 180 139 180
114 70 70 119 70 119
107 108 52 125 80 125
95 57 63 98 60 98
32 34 26 35 30 35
4781 4978 5010 4769 4997 4769
S N S N S S N N S N S N S N
1/4 Hour 0745 0730 0815 0745 0730 0745
1/4 Hr Vol 96 160 152 84 155 84
1/2 Hour 0745 0730 0800 0745 0730 0745
1/2 Hr Vol 175 307 296 167 301 167
1 Hour 0745 0730 0730 0745 0730 0745
1 Hr Vol 333 595 590 331 593 331
1 Hr Fact .8672 .9297 .9704 .991 .9565 .991
2 Hour 0630 0700 0645 0715 0645 0715
2 Hr Vol 625 1054 1051 621 1047 621
1/4 Hour 1715 1445 1500 1715 1445 1715
1/4 Hr Vol 141 108 121 139 112 139
1/2 Hour 1700 1445 1445 1700 1445 1700
1/2 Hr Vol 273 197 236 269 217 269
1 Hour 1630 1430 1445 1630 1430 1630
1 Hr Vol 529 362 397 510 379 510
1 Hr Fact .9379 .838 .8202 .9206 .8498 .9206
2 Hour 1630 1445 1430 1545 1445 1545
2 Hr Vol 966 712 745 935 726 935
12 Hour 0630 0600 0615 0630 0600 0630
12 Hr Vol 3775 4089 4139 3731 4106 3731Peak
0645 0600
3694 4106
1545 1445
912 726
500 379
.9191 .8498
265 217
1645 1430
136 112
1715 1445
623 1047
PM
1715 1445
.9425 .9565
0715 0645
0745 0730
328 593
0800 0730
174 301
AM
0800 0730
87 155
Sat Sun Mon - Fri Mon - Sun
N N S S
Mon Tue Wed Thu Fri
Total 4746 4997
Peak Statistics
2200 101 60
2300 37 30
2000 124 70
2100 142 80
1800 315 246
1900 187 139
1600 413 330
1700 491 339
1400 271 320
1500 375 356
1200 239 287
1300 229 249
1000 245 273
1100 253 265
0800 326 504
0900 247 290
0600 240 353
0700 280 542
0400 59 46
0500 118 170
0200 8 7
0300 18 15
0000 15 16
0100 13 10
Fri Sat Sun Mon - Fri Mon - Sun
N N S S
Date Range: 15 Nov 2006 to 16 Nov 2006 Count Type: Classification Counts
Average Vehicle Volume
Hour Mon Tue Wed Thu
Weekly Volume by HourTraffic Flow: Directional Road Name: West Swan Rd (1090502)
Site No: 2801 Location Description: N of Gnangara Rd (SLK 12.97)
Public Holidays � School Holidays �
Run on 25-Oct-2013 11:06 by Philippa Greenwood Page 6 of 6 [email protected]
Appendix E
SATURN Volume Plots
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page E1
E1
Whiteman Edge Base Model 29- 4-14
87
64
116
565
268
34
0
041
9
123
2
325
100
4
17
2
26 0
49
7
74 2
146
11
134
9
145
10
15811
633
0
0
723
810
43
479
14210
602
256
256
602
448
239
256
602
158
22
448239
744
681
9
356
1005
907
375
189
524
334
2
267
585
803
588
295
7412
20
403
0
0
330
9
64
87
22
158
4
132
403
204
197
16
206
4197
602256
256
602
811551
551
811
676
443
212
88
500
856 0
0
7 9
9
7
7283
7
0
83
79
11
146
7
0146
18
000
0
0 0
0
0
00
116775
32
72 84
8472
4
100160
14
769
5456
167
21232
74
000 0
026
2
17
40
07
49
00
0
0
0
0
7
0
0 0
7
43
280
375
111
10
106
588
295
810
723
36
109
0
0
0
0
479
43
49
301
3 63
41
9
32
5
100 4
49
7
74
2
134
9
158
11
142
10
145
10
0
9
83
69
200
466
565
116
9 367
469
267
26834
0
0
28243
86
197
43
282
86
197
9
81
81
9
0
0
0
00
00
0
00
9
417
49
90
0
0
9
0 90
0
0
0
0
0
0
700 0
142
3
133
99
83
0
50
0
50
0
390
11
0
11
SATURN
Atkins Ltd /
DVV / ITS
ARUP TRANSPO
29- 4-14
V8_WO_LORD_P
ARTRIDGE.UFS
Scale 5470
Link Annot:
Demand flow
Whiteman Edge Base Model 7- 5-14
32
46
96
114
101
391
90399
0
0
65
197
1786
19
60
1454
14
60
523
4
16
1384
14
24
33
130
29
120
33
129
34138
13
49
1
6
1768
934
478
120
32126
565
684
684
565
264681
684
565
301
3
264681
299
975
209
68
1024
424
42
106
535
836
46
287
998
781
675
350
531
147
80
140
271
82
0
0
64
193
567
882
46
32
275
133
3
301
79
23
82
27184
33
187
49
84
33
565684
684
565
321
1083
1083
321
322
1273
99
7
1176
317 0
0
84
0
0
84
1139
73
0
39
84
130
33
77
033
207
000
0
0 0
0
0
00
73
20754
14
153
59
59
153
60
1427
39
309
1015
40
10
60
1924
14
0
00 0
16
423
5
13
084
13
00
0
0
0
0
77
0
0 080
24
38
5
42
139
127
30
675
350
934
1768131
31
6
1
1
6
120
478534
120
49
13
17
86
1454
14
60
13
84
14
24
29
120
34
138
32
126
33129
0
0
39
84
158
677
197
65
391
101
11496
410
96
279
286
90
399
0
0146
11
106
475
292
97
475
106
293
103
86
30
30
86
0
00
0 0
0
0
0
0
0
86
1784
13
0
7
0
7
0
0 00
0
0
0
7
00
737
7 0
32
60
16
2117
13
4 3
4 3
2
3
2 0
2
0
SATURN
Atkins Ltd /
DVV / ITS
ARUP TRANSPO
7- 5-14
V8_WO_LORD_P
ARTRIDGE.UFS
Scale 6616
Link Annot:
Demand flow
Whiteman Edge Base Model 7- 5-14
111
93
161
572
537
247
354
45
0
0364 7
42
9
134
2
335
105
5
17
3
29 0
508
81 2
157
11
144
10
154
11
16611
673
0
0
819
833
43
582
14710
530
375
375
530
331355
375
530
209
30
331355
698
769
10
392
1103
656
202
196
441
576
2
337
825
904
868
319
36
658
7412
22
437
0
0
363
10
93
111
157
835
30
209
4
160
437
224
215
18
222
4215
530375
375
530
766
645
645
766
540
552
315
93
603
813 0
0
8 5
5
8
9482
7
0
82
101
11
157
8
0157
19
000
0
0 0
0
0
00
117675
33
62
84
8462
5
105155
15
723
639
8
1622
1342
81
0
00 0
029
3
17
45
08
50
00
0
0
0
0
8
0
0 0
7
44
188
202
109
8
97
868
319
833
819
35
140
0
0
0
0
582
43
51
304
3
67
42
9
335
105 5
50
8
81
2
144
10
166
11
147
10
154
11
0
5
82
96
868
129
7
364
247
537
572
161
27
450
906
345
35445
0
0
93
210
31145
76
204
45
311
76
204
9
87
87
9
0
0
0
0 0
0
0
0
00
9
42
8
50
50
0
0
5
0 50
0
0
0
0
0
0
700 0
147
3
158
44
39
89
5
68
5
68
3
57
2
12
2
12
SATURN
Atkins Ltd /
DVV / ITS
ARUP TRANSPO
7- 5-14
V8_WO_LORD_P
ARTRIDGE.UFS
Scale 6295
Link Annot:
Demand flow
Whiteman Edge Base Model 7- 5-14
35
58
104
146
134537
0
0
33
92
1894
20
61
1554
17
68
623
5
16
1489
16
26
34
137
32
125
34
135
37146
1558
0
0
1825
1030
641
137
32130
683
674
674
683
284668
674
683
404
11
284668
318
954
219
74
997
442
48
111
708
603
44
3771036
866
775
716
82
19
78
137
283
90
0
0
69
203
58
35
1285
533
11
404
76
17
90
28387
36
196
54
8736
683674
674
683
337
1071
1071
337
321
1101
150
187
1142
325 0
0
89
0
0
89
438
73
0
38
77
137
34
89
034
226
000
0
0 0
0
0
00
70
20154
15
147
55
55
147
68
1727
45
330
1002
48
12
61
2026
16
0
00 0
16
523
6
14
089
14
00
0
0
0
0
89
0
0 0
80
18
43
6
48
148
105
22
775
716
1030
1825253
69
0
0
0
0
137
641
558
134
58
15
18
94
1554
17
68
14
89
16
26
32
125
37
146
32
130
34135
0
0
38
77
164
657
92
33
462
128
146
104
462
122
577
899
134
537
0
0
575
145
112
498
295
102
498
112
295
102
94
32
32
94
0
0
0
0 0
0
0
0
00
94
1889
14
00
0
0
0
0 00
0
0
0
0
0
0
730
0 0
32
57
189
12694
169
32
20
32
20
30
12
2 8
2
8
SATURN
Atkins Ltd /
DVV / ITS
ARUP TRANSPO
7- 5-14
V8_WO_LORD_P
ARTRIDGE.UFS
Scale 6420
Link Annot:
Demand flow
Appendix F
SIDRA Results
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F1
F1 2021 AM
F1.1 Partridge Street/Woollcott Avenue - Roundabout
F1.1.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F2
F1.1.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F3
F1.2 Partridge Street/Woollcott Avenue - Signals
F1.2.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F4
F1.2.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F5
F1.2.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F6
F1.3 Woollcott Avenue/Neighbourhood Centre Connector 2
F1.3.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F7
F1.3.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F8
F1.4 Lord Street/Youle-Dean Road
F1.4.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F9
F1.4.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F10
F1.4.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F11
F1.5 Partridge Street/Youle-Dean Road - Signals
F1.5.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F12
F1.5.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F13
F1.5.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F14
F1.6 Partridge Street/Youle-Dean Road - Roundabout
F1.6.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F15
F1.6.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F16
F1.7 Youle-Dean Road/Neighbourhood Centre Connector 2
F1.7.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F17
F1.7.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F18
F1.8 Partridge Street/Neighbourhood Centre Connector 1
F1.8.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F19
F1.8.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F20
F2 2021 PM
F2.1 Partridge Street/Woollcott Avenue - Roundabout
F2.1.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F21
F2.1.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F22
F2.2 Partridge Street/Woollcott Avenue - Signals
F2.2.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F23
F2.2.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F24
F2.2.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F25
F2.3 Woollcott Avenue/Neighbourhood Centre Connector 2
F2.3.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F26
F2.3.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F27
F2.4 Lord Street/Youle-Dean Road
F2.4.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F28
F2.4.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F29
F2.4.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F30
F2.5 Partridge Street/Youle-Dean Road - Signals
F2.5.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F31
F2.5.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F32
F2.5.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F33
F2.6 Partridge Street/Youle-Dean Road - Roundabout
F2.6.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F34
F2.6.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F35
F2.7 Youle-Dean Road/Neighbourhood Centre Connector 2
F2.7.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F36
F2.7.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F37
F2.8 Partridge Street/Neighbourhood Centre Connector 1
F2.8.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F38
F2.8.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F39
F3 2031 AM
F3.1 Partridge Street/Woollcott Avenue - Roundabout
F3.1.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F40
F3.1.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F41
F3.2 Partridge Street/Woollcott Avenue - Signals
F3.2.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F42
F3.2.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F43
F3.2.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F44
F3.3 Woollcott Avenue/Neighbourhood Centre Connector 2
F3.3.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F45
F3.3.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F46
F3.4 Lord Street/Youle-Dean Road
F3.4.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F47
F3.4.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F48
F3.4.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F49
F3.5 Partridge Street/Youle-Dean Road - Signals
F3.5.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F50
F3.5.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F51
F3.5.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F52
F3.6 Partridge Street/Youle-Dean Road - Roundabout
F3.6.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F53
F3.6.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F54
F3.7 Youle-Dean Road/Neighbourhood Centre Connector 2
F3.7.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F55
F3.7.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F56
F3.8 Partridge Street/Neighbourhood Centre Connector 1
F3.8.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F57
F3.8.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F58
F4 2031 PM
F4.1 Partridge Street/Woollcott Avenue - Roundabout
F4.1.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F59
F4.1.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F60
F4.2 Partridge Street/Woollcott Avenue - Signals
F4.2.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F61
F4.2.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F62
F4.2.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F63
F4.3 Woollcott Avenue/Neighbourhood Centre Connector 2
F4.3.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
LSP1C_TRANSPORT_ASSESSMENT_AND_STAGING_REPORT_REVISED YIELDS_FINAL_030614.DOCX
Page F64
F4.3.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
J:\231000\231858-00 WHITEMAN EDGE LSP2\WORK\2 - DELIVERABLES\0005REPORT_WHITEMAN EDGE
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Page F65
F4.4 Lord Street/Youle-Dean Road
F4.4.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
| Revised yield scenario (final) | 3 June 2014 | Arup
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F4.4.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.4.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.5 Partridge Street/Youle-Dean Road - Signals
F4.5.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.5.2 Phasing
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.5.3 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.6 Partridge Street/Youle-Dean Road - Roundabout
F4.6.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.6.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.7 Youle-Dean Road/Neighbourhood Centre Connector 2
F4.7.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.7.2 Movement Summary
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.8 Partridge Street/Neighbourhood Centre Connector 1
F4.8.1 Layout
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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F4.8.2 Movement Summary
Appendix G
Meeting Notes (Public Transport Authority)
Stockland Whiteman Edge LSP1C Transport Assessment and Staging Report
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G1
Meeting Notes
Prepared by Ryan Falconer
Date of circulation 30/08/13
Date of next meeting TBA
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Project title Whiteman Edge LSP1B Job number
231858-00
Meeting name and number 0002 File reference
231858-00/RWF
Location Public Transport Centre, East Perth Time and date
0900 29 August 2013 Purpose of meeting Discussion regarding forecast future public transport provisions to and around
Whiteman Edge
Present Simon Cox (SC), Public Transport Authority
Matthew Brooks (MB), Public Transport Authority
Ryan Falconer (RF), Arup Apologies Gary Merritt (GM), Public Transport Authority
Thomas Pacy (TP), Public Transport Authority
Ryan Hopkins (RH), Arup Circulation All; Stuart Sinclair (SS), Stockland; Cameron Leckey (CL), CLE; Darryl
Patterson (DP), Arup
Action
1. Introduction and intent of meeting
RF provided an overview of the objectives of the meeting:
Overview previous assumptions regarding public transport provisions
to and around Whiteman Edge (from the Albion DSP and Whiteman
Edge LSP1A)
Discuss options regarding connection of local/ feeder bus services to
the planned Ellenbrook BRT system
2. Ellenbrook BRT
SC noted that the Premier has made an announcement the Ellenbrook
BRT project will not go ahead because of cost estimates being too high
for the system to be justified. This announcement was published in the
West Australian newspaper on 28 August 2013. Instead, a rail connection
to Ellenbrook may be considered at some future point (yet to be defined
and likely to be in the longer term because of insufficient patronage in the
foreseeable future for it to be justified).
The attendees noted that this may obviate the need for Arup to undertake
further concept design work to understand how the BRT may integrate
with LSP1B. RF noted that he would contact Laurie Piggott (Department
of Transport) in the next few days to confirm in writing whether any
RF – by 02/09
Meeting Notes
Project title Job number Date of Meeting
Whiteman Edge LSP1B 231858-00 29 August 2013
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Action
specific provisions for higher-order transit should be made as part of the
preparation of LSP1B.
SC explained that if the BRT was to return to the State’s planning agenda,
Transperth would prefer that overtaking lanes be provided at Youle-Dean
Station to permit future express services to operate without impediment.
Additionally, a turnaround facility should be constructed south of the
station to enable local feeder services to circulate. The proposed location
of the station adjacent to the planned District Centre was considered
reasonable although Transperth would want to make sure that the District
Centre was oriented to the station to encourage walk-on patronage. This
could be a caveat on approval for the station location. It was noted that
the park and ride facility could be located up to 400m from the station, if
required.
The State will protect the existing transit corridor while it remains
reserved in the Metropolitan Region Scheme.
3. Local/ base-case bus services
SC explained that Transperth intends to keep operating the 955 and 956
services, which connect Bassendean Train Station and Ellenbrook via
Lord Street. These operate at 10 and 15 minute frequencies in the intra
and inter peaks, respectively. Saturday services run at 30 minute headway
and Sunday, hourly. New services – the 331 and 332 – are likely to
operate through Albion in the future when demand warrants them: there is
no funding for these services prior to 2017. The 331 would likely be
aligned via Partridge Street and the 332 via Henley Brook Avenue. Each
would operate at 20 and 60 minute frequencies in the intra and inter
peaks, respectively. They would be timed to permit interchange with rail
at Bassendean (10 minute peak headway). In theory, either the 331 or the
332 would join the BRT if it were constructed while the other would
interchange at Youle-Dean Station.
These assumptions are generally consistent with the Albion DSP although
recommended bus stop locations should be defined in consultation with
Transperth as part of the Structure Planning process.
4. Next steps
Following confirmation of these Meeting Notes:
Review of traffic modelling scenarios (these considered previously
construction of BRT by 2031) and advise Main Roads WA, City of
Swan and Department of Transport of the changes
Discuss with the Department of Transport the value of further concept
design work and agree whether any specific provisions for an
Ellenbrook transit system need to be made in the preparation of
Whiteman Edge LSP1
All - note
Arup – by 02/09
Arup – by 02/09