Hurstville Civic Precinct Planning Proposal Transport

Hurstville Civic Precinct

Planning Proposal

Transport Impact Assessment

Client // Hurstville City Council

Office // NSW

Reference // 16S1325000

Date // 10/06/16

© GTA Consultants (GTA Consultants (NSW) Pty Ltd) 2016

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Melbourne | Sydney | Brisbane

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Gold Coast | Townsville

Hurstville Civic Precinct

Planning Proposal

Transport Impact Assessment

Issue: A 10/06/16

Client: Hurstville City Council

Reference: 16S1325000

GTA Consultants Office: NSW

Quality Record

Issue Date Description Prepared By Checked By Approved By Signed

A 10/06/16 Final Andrian Juric

Ashish Modessa Tim De Young Tim De Young

16S1325000 // 10/06/16

Transport Impact Assessment // Issue: A

Hurstville Civic Precinct, Planning Proposal

Table of Contents

1. Introduction 1

1.1 Background 1

1.2 Purpose of this Report 1

1.3 References 1

2. Existing Conditions 2

2.1 Site Context 2

2.2 Road Network 3

2.3 Car Parking 8

2.4 Public Transport 9

2.5 Pedestrian Infrastructure 10

2.6 Cycle Infrastructure 11

2.7 Existing Travel Behaviour 12

3. Planning Proposal 15

3.1 Land Uses 15

3.2 Car Parking 16

3.3 Vehicle Access 16

4. Car Parking Provisions 18

4.1 DCP Parking Requirements 18

4.2 Empirical Assessment of Car Parking Demand 18

4.3 Adequacy of Parking Supply 20

5. Traffic Impact Assessment 21

5.1 Overview 21

5.2 Traffic Generation 21

5.3 Traffic Impact 24

6. Other Considerations 26

6.1 Loading and Waste Collection Requirements 26

6.2 Bicycle End of Trip Facilities 26

6.3 Travel Plan 27

7. Conclusion 28

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Appendices

A: Hurstville City Centre TMAP 2013 Summary

B: Traffic Survey Results

C: SIDRA INTERSECTION Results

Figures

Figure 2.1: Subject Site and Its Environs 2

Figure 2.2: Land Zoning 3

Figure 2.3: Queens Road looking east 4

Figure 2.4: Park Road looking north 4

Figure 2.5: Dora Street looking north 4

Figure 2.6: MacMahon Street looking east 4

Figure 2.7: Surrounding Intersections and Existing Site Access Locations 5

Figure 2.8: Hurstville City Centre TMAP – Existing Conditions Operation (2012) 7

Figure 2.9: Local Area Car Share Locations 9

Figure 2.10: Hurstville Bus Network Map 10

Figure 2.11: Hurstville Accessibility Map 11

Figure 2.12: Bicycle Network 11

Figure 2.13: Travel Zone (TZ 2606) 12

Figure 2.14: Place of Work (Statistical Area 3) for Employed Residents in Travel Zone 2606,

2011 13

Figure 2.15: Place of Residence (Statistical Area 3) for Workers in Travel Zone 2606, 2011 14

Figure 3.1: Indicative Set Out Plan 16

Figure 3.2: Indicative Vehicle Access Locations 17

Figure 5.1: 2021 Traffic Conditions – Hurstville City Centre TMAP 25

Figure 5.2: 2036 Traffic Conditions – Hurstville City Centre TMAP 25

Tables

Table 2.1: Existing Land Uses 2

Table 2.2: SIDRA INTERSECTION Level of Service Criteria 6

Table 2.3: Existing Operating Conditions 7

Table 3.1: Planning Proposal & TMAP Land Use Schedules 15

Table 4.1: DCP Car Parking Requirements 18

Table 4.2: Residential Parking Demands 19

Table 4.3: Empirical Car Parking Requirements 20

Table 5.1: Traffic Generation Estimates 22

Table 5.2: Comparison of Existing and Proposed Site Traffic Generation 23

Table 5.3: Traffic Generation Rate Comparison (TMAP vs Planning Proposal) 23

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Table 5.4: TMAP Land Uses/ TMAP Traffic Generation Rates 24

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Hurstville Civic Precinct, Planning Proposal 1

1. Introduction

1.1 Background

It is understood that a Stage 1 Planning Proposal is to be lodged with Hurstville City Council for a

potential development scheme on land known as the ‘Hurstville Civic Precinct’ on the corner of

Queens Road, Park Road, MacMahon Street and Dora Street in the Hurstville CBD.

The approximate land uses anticipated to form the Planning Proposal include:

450 residential units

4,000m2 of retail area

9,660m2 of commercial floor space area

8,470m2 of community use area (function centre, library, museum and gallery)

Three levels of basement car parking with a capacity for 1,050 to 1,200 spaces.

Hurstville City Council (Council) commissioned GTA to undertake a transport impact assessment

of the Planning Proposal.

1.2 Purpose of this Report

This report sets out an assessment of the anticipated transport implications of the Planning

Proposal, including consideration of the:

i existing traffic and parking conditions surrounding the site

ii suitability of the proposed access arrangements for the site

iii suitability of the indicative parking in terms of supply (quantum)

iv the traffic generating characteristics of the Planning Proposal

v service vehicle requirements

vi pedestrian and bicycle requirements

vii the transport impact of the Planning Proposal on the surrounding road network.

1.3 References

In preparing this report, reference has been made to the following:

site visit undertaken on the morning of Friday 12 February 2016

Hurstville City Council Development Control Plan (DCP) No.2 – Hurstville City Centre

Hurstville City Council Local Environmental Plan (LEP)

Various Australian Standard/ New Zealand Standard, Parking Facilities

GHD Hurstville City Centre Transport Management and Accessibility Plan (TMAP) 2013

traffic surveys undertaken by Matrix Traffic and Transport Data as referenced in the

context of this report

other documents and data as referenced in this report.

It is noted that one of the most critical documents referred to in preparation of this report is the

Hurstville City Centre TMAP 2013; which has been summarised in Appendix A of this report.

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2. Existing Conditions

2.1 Site Context

The Hurstville Civic Precinct (the site) is located on the northern edge of the Hurstville CBD.

The site of approximately 14,000m2 has frontages of 210m to Queens Road, 45m to Park Road,

215m to MacMahon Street and 85m to Dora Street.

The majority of the site is currently subject to land use classification changes with the zoning a

deferred matter. However, the site is presently occupied by the Hurstville Civic Precinct, which

consists of the land uses presented in Table 2.1.

Table 2.1: Existing Land Uses

Land Uses Size

Council – Commercial 1,200m2 GFA

Entertainment Centre 4,291m2 GFA

Youth Centre 500m2 GFA

Seniors Centre 507m2 GFA

Museum and Galley 615m2 GFA

Church 500m2 GFA

Council Car Park 157 spaces

The surrounding properties are predominantly classified as either B4 – Mixed Use or R3 – Medium

Density Residential. They consist primarily of mixed use commercial and residential properties, as

well as medium density residential dwellings. Hurstville Council’s library is located on the northeast

corner of the Queens Road / Dora Street intersection with a floor area of 3,440m2 GFA.

The location of the site and its surrounding environs is shown in Figure 2.1, and the land zoning is

shown in Figure 2.2.

Figure 2.1: Subject Site and Its Environs

Basemap source: Sydway Publishing Pty Ltd

Subject Site

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Figure 2.2: Land Zoning

Basemap source: NSW Legislation accessed 04 February 2016 (http://www.legislation.nsw.gov.au/)

2.2 Road Network

2.2.1 Surrounding Roads

Queens Road

Queens Road is classified as a State Road and in the vicinity of the site is aligned in an east-west

direction. It is a two-way road configured with a four-lane, 18 metre wide carriageway set within

a 28 metre wide road reserve (approx.).

Limited kerbside parking is permitted, with three five-minute spaces, five ‘No Parking – Authorised

Council Vehicles Only’ spaces and two disabled parking available adjacent to the site.

Queens Road is shown in Figure 2.3.

Park Road

Park Road functions as a local collector road and in the vicinity of the site is aligned in a north-

south direction. It is a two-way road configured with a 2-lane, 12.5 metre wide carriageway set

within a 20 metre wide road reserve (approx.).

Unrestricted kerbside parking is permitted on the eastern side of Park Road.

Park Road is shown in Figure 2.4.

Subject Site

http://www.legislation.nsw.gov.au/

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Dora Street

Dora Street functions a local road and in the vicinity of the site is aligned in a north-south

direction. It is a two-way road configured with a two-lane, 12 metre wide carriageway set within

a 20 metre wide road reserve (approx.).

There are six kerbside parking spaces adjacent to the site that are subject to ½-hour time

restrictions. There are also three kerbside parking spaces on the western side of the road, which

have one-hour time restrictions, however are currently being used as a Works Zone.

Dora Street is shown in Figure 2.5.

MacMahon Street

MacMahon Street functions as a local road and in the vicinity of the site is aligned in an east-west

direction. It is a two-way road configured with a two-lane, and an approximately 10 metre wide

carriageway.

Kerbside parking is permitted, subject to time restrictions. Adjacent to the site, there are four ½-

hour spaces and a two space Loading Zone. On the southern side, there is one five-minute

parking space towards Dora Street and approximately 10 one-hour parking spaces towards Park

Road.

MacMahon Street is shown in Figure 2.6.

Figure 2.3: Queens Road looking east Figure 2.4: Park Road looking north

Figure 2.5: Dora Street looking north Figure 2.6: MacMahon Street looking east

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2.2.2 Surrounding Intersections

The following intersections currently exist in the vicinity of the site:

Queens Road/ Dora Street (Signalised)

Queens Road/ Park Road (Signalised)

Park Road/ MacMahon Street (Priority-Controlled)

Dora Road/ MacMahon Street (Priority-Controlled).

2.2.3 Traffic Volumes

Surrounding Network

GTA commissioned traffic movement counts on key roads in the vicinity of the site on Thursday 11

and Saturday 13 February 2016 during the following peak periods:

Thursday AM peak: 6:00am and 9:00am

Thursday PM peak: 4:00pm and 7:00pm

Saturday Midday peak: 11:00am and 2:00pm.

The full results of the traffic surveys are provided in Appendix B of this report.

Existing Access Locations

To understand the traffic generated by the existing uses on the site, two-way counts were also

commissioned at the current site access points during the above peak periods.

For reference, a summary of the survey locations is presented in Figure 2.7.

Figure 2.7: Surrounding Intersections and Existing Site Access Locations

Intersection (Signals)

Intersection (Priority-Controlled)

Site Access (Council or Community Uses)

Site Access (Council Car Park)

Site Access (Other Uses)

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The counts indicate the following vehicle movements during the site peak hours, which all occur

at a similar time of the external road network peak hours:

Weekday AM: 188 vehicle movements (150 in/ 38 out)

Weekday PM: 191 vehicle movements (71 in/ 120 out)

Saturday Midday: 359 vehicle movements (181 in/ 178 out).

2.2.4 Intersection Operation

The operation of the key proximate intersections used to access the site have been assessed

using SIDRA INTERSECTION1, a computer based modelling package which calculates intersection

performance.

The commonly used measure of intersection performance, as defined by the RMS, is vehicle

delay. SIDRA INTERSECTION determines the average delay that vehicles encounter and provides

a measure of the level of service.

Table 2.2 shows the criteria that SIDRA INTERSECTION adopts in assessing the level of service.

Table 2.2: SIDRA INTERSECTION Level of Service Criteria

Level of Service

(LOS)

Average Delay per

vehicle (secs/veh) Traffic Signals, Roundabout Give Way & Stop Sign

A Less than 14 Good operation Good operation

B 15 to 28 Good with acceptable delays

and spare capacity

Acceptable delays and spare

capacity

C 29 to 42 Satisfactory Satisfactory, but accident study

required

D 43 to 56 Near capacity Near capacity, accident study

required

E 57 to 70 At capacity, at signals incidents

will cause excessive delays

At capacity, requires other control

mode

F Greater than 70 Extra capacity required Extreme delay, major treatment

required

Table 2.3 presents a summary of the existing operation of the proximate intersections, with full

results presented in Appendix C of this report.

1 Program used under license from Akcelik & Associates Pty Ltd.

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Table 2.3: Existing Operating Conditions

Intersection Peak Degree of

Saturation (DOS)

Average Delay

(sec)

95th Percentile

Queue (m)

Level of

Service (LOS)

Queens Road/

Dora Street

Thurs AM 0.62 11 47 A

Thurs PM 0.50 16 72 B

Sat Midday 0.47 16 75 B

Queens Road/

Park Road

Thurs AM 0.71 16 108 B

Thurs PM 0.67 22 131 B

Sat Midday 0.64 24 118 B

Park Road/

MacMahon Street

Thurs AM 0.16 5 0 A

Thurs PM 0.27 5 0 A

Sat Midday 0.28 5 0 A

Dora Road/

MacMahon Street

Thurs AM 0.25 9 10 A

Thurs PM 0.28 10 12 A

Sat Midday 0.32 9 14 A

Table 2.3 illustrates that all the key proximate intersections used to access the site currently

operate well with good levels of service and minimal delays on all approaches.

It is noted that the findings of this analysis are generally consistent with our observations of the

site, with the only exception being that the Queen Road/Dora Road and Queen Road/Park Road

signalised intersections experience longer queueing that estimated by SIDRA (although they are

considered to be acceptable and generally clear each signal phase).

Moreover, it is also noted that these findings are consistent with the existing operations of the

adjacent intersections modelled as part of the Hurstville City Centre TMAP. The results are

graphically summarised in Figure 37 of the TMAP, which has been reproduced in Figure 2.8.

Figure 2.8: Hurstville City Centre TMAP – Existing Conditions Operation (2012)

Base source: Hurstville City Centre TMAP, GHD 2013

Subject Site

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2.3 Car Parking

2.3.1 On-Street Parking

A review of publicly available car parking in the vicinity of the site indicates that all on-street car

parking is time-restricted, except for the unrestricted spaces on the eastern side of Park Road. The

car parking was largely occupied during our site visit.

2.3.2 Council Car Park (on site)

The site accommodates a 157 space Council operates parking facility that includes four disabled

car spaces, 13 reserved spaces and the remaining subject to a three-hour time restriction.

Spot count surveys were completed on Thursday 11 February 2016, which indicated that the car

park is 6%, 65%, 84% and 45% occupied at 6:00am, 9:00am, 4:00pm and 7:00pm respectively. On

Saturday 13 February 2016, the car park was above 90% occupied at 11:00am and 2:00pm, with

all three-hour time restricted parking spaces occupied.

It is noted that it is not clear whether all of the car parking demands accommodated within the

on-site car park relate to the Hurstville Civic Precinct land uses, at least on the Saturday when

demands in the broader area are typically higher. For the purposes of the assessment within this

report, however, it has been conservatively assumed that the car parking demands are related

to the Hurstville Civic Precinct land uses.

2.3.3 Local Car Sharing Initiatives

Car share facilities are available within a short walking distance from the site, with three GoGet

vehicles located at the Westfield Shopping Centre, as shown in Figure 2.9.

The car share service aims to reduce the reliance on the use of private motor vehicles.

Memberships for the car share service are available for both personal and business use.

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Figure 2.9: Local Area Car Share Locations

Basemap source: http://www.goget.com.au/find-cars/?address_target=hurstville, accessed 04/02/16

2.4 Public Transport

The site is well serviced by public transport, namely with the Hurstville Railway Station and the

Hurstville bus interchange located 300 metres and 150 metres to the south respectively (approx.).

2.4.1 Rail Services

The Hurstville Railway Station is located is serviced by the T4 Eastern Suburbs and Illawarra line and

South Coast Line that provided direct access to the Sydney CBD, and on to Bondi Junction via

the eastern suburbs. Services on weekdays and weekends are every 5 to 15 minutes for the

majority of the day.

2.4.2 Bus Services

The Hurstville bus interchange is serviced by up to 20 bus routes operated by the Punchbowl Bus

Company, Sydney Buses and Veolia Transport. A review of the public transport available in the

vicinity of the site is summarised in Figure 2.10.

Subject Site

http://www.goget.com.au/find-cars/?address_target=hurstville

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Figure 2.10: Hurstville Bus Network Map

Source: Sydney Buses accessed 04/02/16 (http://www.sydneybuses.info/news/news-images/Hurstville_Interchange_brochure.pdf)

2.5 Pedestrian Infrastructure

The surrounding area experiences high levels of pedestrian activity as a result of the commercial

and retail land uses, as well as its proximity to the railway station and bus interchange. The

resulting pedestrian volumes are reasonably well serviced by the various established pedestrian

facilities.

http://www.sydneybuses.info/news/news-images/Hurstville_Interchange_brochure.pdf

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There is also good connectivity and access to the bus interchange and railway station for

mobility-impaired pedestrians as shown in Figure 2.11.

Figure 2.11: Hurstville Accessibility Map

Source: Sydney Buses accessed 04/02/16 (http://www.sydneybuses.info/news/news-images/Hurstville_Local_Map.pdf)

2.6 Cycle Infrastructure

As shown in Figure 2.12, the site is well connected to the local bicycle network, although bicycle

routes are primarily on road, connecting to off-road facilities within adjacent parks.

Figure 2.12: Bicycle Network

Source: Hurstville City Council accessed 04/02/16 (http://www.hurstville.nsw.gov.au/Cycleways.html)

http://www.sydneybuses.info/news/news-images/Hurstville_Local_Map.pdf

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2.7 Existing Travel Behaviour

The 2011 Census data provided by the Australian Bureau of Statistic (ABS) was reviewed to

understand the travel demand characteristic for Travel Zone containing and surrounding the

subject site (TZ 2606). The Travel Zone is shown in Figure 2.13.

Figure 2.13: Travel Zone (TZ 2606)

Source: NSW Bureau of Transport Statistics accessed February 2016 (http://visual.bts.nsw.gov.au/jtwbasic/)

Place of Work

The 2011 Census data indicates that a total of 1,147 employed residents live in the Travel Zone. Of

these, 30% worked in Sydney CBD and 16% worked within Hurstville. The remaining 54% worked

predominantly in neighbouring statistical areas, such as Botany and Kogarah/ Rockdale (6%

each) and Cronulla/ Miranda/ Caringbah (5%). Figure 2.14 shows where the 1,147 employed

residents in the Travel Zone go to work.

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Figure 2.14: Place of Work (Statistical Area 3) for Employed Residents in Travel Zone 2606, 2011

Source: NSW Bureau of Transport Statistics accessed February 2016 (http://visual.bts.nsw.gov.au/jtwdynamic/)

The key mode of travel used by employed residents in the Travel Zone included train (48%),

vehicle as a driver or passenger (31%), walking only (9%) and bus (2%).

Place of Residence

2011 Census indicates that 5,386 people were employed in the Travel Zone, of which 37% lived in

the Hurstville area. The remaining 63% lived outside Hurstville, predominantly in neighbouring

statistical areas, such as Kogarah/ Rockdale (16%), Sutherland/ Menai/ Heathcote (7%) and

Bankstown, Canterbury or Cronulla/ Miranda/ Caringbah (6% each). Figure 2.15 shows where the

5,386 people who work in the Travel Zone come from.

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Figure 2.15: Place of Residence (Statistical Area 3) for Workers in Travel Zone 2606, 2011

Source: NSW Bureau of Transport Statistics accessed February 2016 (http://visual.bts.nsw.gov.au/jtwdynamic/)

The key mode of travel used by people employed in the Travel Zone included vehicle as a driver

or passenger (59%), train (14%), walking only (9%) and bus (5%).

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3. Planning Proposal

3.1 Land Uses

The Planning Proposal includes the construction of multiple buildings with residential, commercial,

retail and community land uses.

Table 3.1 summarises the existing land uses, as well as those considered with the Hurstville City

Centre TMAP and proposed as part of the Planning Proposal for the site.

Table 3.1: Planning Proposal & TMAP Land Use Schedules

Use Existing TMAP Planning Proposal

Residential – Studio - - 84 apartments

Residential – 1 bedroom - - 85 apartments



Residential – Total - - 447 apartments

Retail - - 3,961m2 GFA

Commercial 1,200m2 GFA 32,000m2 GFA 9,655m2 GFA

Community Facilities 9,355m2 GFA 12,652m2 GFA 8,470m2 GFA

Table 3.1 indicates the following:

There is currently approximately 10,500m2 of commercial and community floor area on

the site.

The Hurstville City Centre TMAP assumed a significant uplift of the existing land uses on

the site, with a total of over 44,000m2 of floor area (including 32,000m2 of commercial

floor area) assumed and modelled.

The currently proposed Planning Proposal only has a comparatively marginal increase

in the existing land uses, with about 10,000m2 of commercial floor area, with the main

difference being the 4,000m2 of retail floor area and 447 apartments.

For reference, Figure 3.1 illustrates the indicative massing of the multiple buildings making up the

Planning Proposal.

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Figure 3.1: Indicative Set Out Plan

Source: Hurstville Civic Centre Master Plan Concept Design Report dated 19/02/16 Issue B

3.2 Car Parking

It is understood that the Planning Proposal includes a three level basement car parking facility

able to accommodate in the order of 1,050 to 1,200 spaces.

3.3 Vehicle Access

Vehicular access to the site has yet to be confirmed.

Notwithstanding this, it is expected that in the order of three to four main access points to the

basement car parking facility would be provided to service the anticipated number of spaces

and different land uses that make up the Planning Proposal.

In terms where the access points for each of the above land uses would likely be located, the

following guidance is provided:

Lowest street classification

Away from active land use frontages and/ or parks

Away from intersections

Separated by land use type and/ or building.

On the above basis, Figure 3.2 indicatively shows potential access point locations to suitably

service the proposed development forming the Planning Proposal. It is emphasised that these

locations would be further assessed as part of subsequent planning approval processes.

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Figure 3.2: Indicative Vehicle Access Locations

Source: Hurstville Civic Centre Master Plan Concept Design Report dated 19/02/16 Issue B

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4. Car Parking Provisions

4.1 DCP Parking Requirements

The car parking provision requirements for different development types are set out in Hurstville

City Council’s Development Control Plan (DCP). Application of the DCP car parking requirement

rates against the floor area schedule for the Planning Proposal is provided in Table 4.1.

Table 4.1: DCP Car Parking Requirements

Use Size DCP Parking Rate DCP Parking

Requirement

Residential – Studio 84 apartments 1 space per dwelling 84

Residential – 1 bedroom 85 apartments 1 space per dwelling 85

Residential – 2 bedroom 232 apartments 1 space per dwelling 232

Residential – 3 bedroom 46 apartments 2 spaces per dwelling 92

Residential – Visitor 447 apartments 1 space per 4 dwellings 112

Sub-Total (Residential) 605

Retail 3,961m2 GFA 1 space per 50m2 79

Commercial 9,655m2 GFA 1 space per 100m2 97

Total 781 spaces

Table 4.1 indicates that the Planning Proposal has a requirement to provide 781 spaces for the

land uses rates are provided for within the DCP, noting that no rate is provided within the DCP for

the community facilities land use.

4.2 Empirical Assessment of Car Parking Demand

4.2.1 Residential

The NSW Department of Planning and Environment recently released the Apartment Design

Guide3F

2 that provides commentary on acceptable levels of car parking provision.

The Guide states that for developments either:

within 800 metres of a railway station or light rail stop in Sydney Metropolitan Area; or

on land zoned, or within 400 metres of land zoned, B3 Commercial Core, B4 Mixed Use

or equivalent in a nominated regional centre,

the lessor resident and/ or visitor car parking rate of either the ‘Guide to Traffic Generating

Developments’ (October 2002) or the relevant Council’s requirements can be used.

The site is located within 300m of the Hurstville Railway Station and Bus Interchange, and on land

proposed to be zoned B4 Mixed Use. As such, the lessor resident and visitor car parking rates

provided in the RMS Guide are applicable.

An assessment of the car parking requirements adopting the high density residential rates in the

RMS Guide is presented in Table 4.2.

2 NSW Department of Planning and Environment, Apartment Design Guide, July 2015.

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Table 4.2: Residential Parking Demands

Use Size RMS Guide Parking Rate RMS Parking Requirement

Studio 84 apartments 0.4 space per dwelling 34

1 bedroom 85 apartments 0.4 space per dwelling 34

2 bedroom 232 apartments 0.7 space per dwelling 162

3 bedroom 46 apartments 1.2 spaces per dwelling 55

Sub-Total 285 spaces

Residential (Visitor) 447 apartments 1 space per 7 dwellings 64

Total 349 spaces

Table 4.2 indicates that the application of the RMS based residential parking rates would equate

to a residential parking demand of 349 car spaces, consisting of 285 resident car spaces and 64

visitor car spaces. This is less than the DCP residential car parking requirements for the 605 spaces,

which consist of 493 resident spaces and 112 visitor spaces.

4.2.2 Retail and Commercial

The DCP parking rates for the retail and commercial land uses are assumed to be reasonable,

and thus the resulting demand of 176 spaces has been adopted for the retail and commercial

components of the Planning Proposal.

4.2.3 Community Facilities

Hurstville City Council’s DCP does not provide car parking requirement rates for function centre,

library, museum and gallery land uses.

As such, the existing car parking rate of supply for the existing on-site community facilities has

been used as the basis for the future requirements. As such, there are 157 car spaces for 9,355m2

of community facilities, which equates to a rate of supply of 1 space 60m2.

This rate has been adopted for this assessment and is potentially conservatively high as the car

park potentially accommodates demands generated by other uses in the vicinity of the site.

4.2.4 Summary

Based on the above, Table 4.3 summaries the car parking requirements for the Planning Proposal

based on the empirical assessment.

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Table 4.3: Empirical Car Parking Requirements

Use Size DCP Parking Rate DCP Parking

Requirement

Residential – Studio 84 apartments 0.4 space per dwelling 34

Residential – 1 bedroom 85 apartments 0.4 space per dwelling 34

Residential – 2 bedroom 232 apartments 0.7 space per dwelling 162

Residential – 3 bedroom 46 apartments 1.2 spaces per dwelling 55

Residential – Visitor 447 apartments 1 space per 7 dwellings 64

Sub-Total (Residential) 349

Retail 3,961m2 GFA 1 space per 50m2 79

Commercial 9,655m2 GFA 1 space per 100m2 97

Community Facilities 8,470m2 GFA 1 space per 60m2 141

Total 666 spaces

Table 4.3 indicates that a car parking demand of approximately 670 car spaces (including 350

residential and 320 commercial / community facilities car spaces) would typically be for the

Planning Proposal based on the empirical assessment.

4.3 Adequacy of Parking Supply

The Planning Proposal proposes 1,050 to 1,200 off-street car parking spaces, which exceeds both

the car parking requirements identified through the Hurstville City Council’s DCP of 922 spaces

(including 141 community facility spaces) and the empirical assessment of 666 spaces. On the

above basis, it is evident that there is clear opportunity to reduce the proposed car parking

supply as part of the Planning Proposal. Alternatively, there is potential scope to accommodate

broader car parking demands within the site (e.g. for surrounding uses).

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5. Traffic Impact Assessment

5.1 Overview

The traffic impact assessment for the Planning Proposal has been undertaken in the following

manner:

Identification of the traffic generation characteristics of the land uses that form the

Planning Proposal

Off-setting the existing traffic volumes being generated by the subject site

Comparing what traffic allowance was made for the subject site as part of the

transport modelling undertaken as part of the Hurstville City Centre TMAP.

5.2 Traffic Generation

5.2.1 Development Generated Traffic

Traffic generation estimates for the land uses that form the Planning Proposal have been sourced

from the RMS Guide to Traffic Generating Developments 2002 and RMS Technical Direction

2013/04a (TDT 2013/4a), as follows.

Residential Uses

TDT 2013/ 04 provides updated rates for high density residential flat dwellings (2012 surveys) that

are close to public transport services, greater than six storeys and almost exclusively residential in

nature.

TDT 2013/ 04 indicates an average AM peak hour trip generation for Sydney of 0.19 trips/ hour per

apartment, with PM peak hour rates slightly lower at 0.15 trips/ hour and Saturday midday peak

hour rates higher at 0.25 trips/ hour.

These rates have been adopted for the residential component of this assessment3.

Retail Uses

The proposal includes ground level retail space and is expected to comprise of specialty retail

stores, thus excluding major department stores and/or supermarkets.

As such, the Thursday evening rate applicable to Speciality Stores of 4.6 vehicle movements per

1,00m2 GLFA as detailed in the RMS Guide (2002) has been adopted for the retail space. It has

also been assumed that retail activity would be lower during the AM peak hour than the PM peak

hour. As such, the traffic generated by the retail component for the AM has been assessed

based on a rate 50% that of the PM peak hour.

The RMS Guide’s Saturday rate for Speciality Stores of 10.7 vehicle movements per 1,00m2 GLFA

has also been adopted for the retail spaces.

It is also considered that the retail uses will largely operate as complementary to not only the

proposed residential and commercial uses, but all surrounding existing land uses given the site’s

proximity to the City Centre and a variety of users in a highly densely populated area. Retail

analysis suggests that approximately 40% of retail activity within mixed use developments is

3 Rates per car space have not been adopted given that the residential car parking provisions has not yet been finalised.

5

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generated by the residential component of the same site. That said, a conservative reduction of

25% has been applied to reflect this characteristic; suggesting that up to 75% of traffic

movements could be generated externally.

Commercial Uses

TDT 2013/4a provides the following peak hour traffic generation rates for commercial uses, which

have been adopted for the purposes of this assessment:

weekday AM peak hour – 1.6 vehicle movements per 100m2 GFA

weekday PM peak hour – 1.2 vehicle movements per 100m2 GFA.

The commercial uses are not expected to generate traffic on Saturdays, given they will largely be

closed.

Community Facilities

The proposed community facilities include function centre, library, museum and gallery uses. The

RMS Guide (2002) and TDT 2013/4a do not provide traffic generation rates for such community

facilities. As such, for the purposes of this assessment, the RMS (2002) rate for commercial use has

been adopted for the facilities that operate during the surveyed peak periods, which is 2.0

vehicle movements per 100m2 GFA.

Summary

Estimates of peak hour traffic volumes resulting from the proposal are set out in Table 5.1.

Table 5.1: Traffic Generation Estimates

Land Use Size

Thursday AM Thursday PM Saturday Midday

Rate Mov./

Hr Trip Rate

Mov./

Hr Rate

Mov./

Hr

Residential 447 apartments 0.19 per

apartment 85

0.15 per

apartment 67

0.25 per

apartment 112

Retail 3,367m2 GLFA

[1]

17.5 per

1,000m2 [2] 58

35 per

1,000m2 [3] 116

80 per

1,000m2 [4] 270

Commercial 9,655m2 GFA 1.6 per 100m2 154 1.2 per 100m2 115 - 0

Function

Centre 4,470m2 GFA - 0 - 0 2 per 100m2 89

Library 3,400m2 GFA

[5] - 0 2 per 100m2 68 2 per 100m2 68

Museum and

Gallery 600m2 GFA [5] - 0 - 0 2 per 100m2 12

Total 297 366 551

[1] Gross Floor Area to Gross Leasable Floor Area conversion: 0.85 GFA = GLFA

[2] AM trip rate is half the trip rate for the PM peak hour

[3] 35 trips per 1000m2 = 46 trips per 1000m2 x 0.75 (for trip containment)

[4] 80 trips per 1000m2 = 107 trips per 1000m2 x 0.75 (for trip containment)

[5] Total area for Library, Museum and Galley is 4,000m2. Library and Museum/ Gallery areas divided based on existing sites.

Table 5.1 indicates that the land uses that make up the Planning Proposal could be expected to

generate in the order 297 and 366 vehicle movements during a weekday AM and PM peak hours

respectively, as well as 551 vehicle movements during the Saturday midday peak hour.

5.2.2 Comparison to Existing Site Generated Traffic Volumes

The site currently accommodates commercial and community facility land uses that generate

traffic volumes. The majority of these existing traffic volumes relate to the accessing of the on-site

car parking facilities.

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As such, the survey results of the traffic volumes accessing the on-site car parking facilities in

Section 2.2.3 are considered to provide a reasonable estimate of the traffic volumes the existing

land uses generate. Moreover, it is considered reasonable to offset these existing traffic volumes

from those anticipated to be generated by the land uses that form the Planning Proposal.

On the above basis, the peak hour traffic volumes that currently access the site and those

anticipated to be generation as part of the Planning Proposal, as well as what the difference in

the associated volumes, are provided in Table 5.2.

Table 5.2: Comparison of Existing and Proposed Site Traffic Generation

Peak Hour

Existing Site Uses

(Mov./ Hr)

Proposed Site Uses

(Mov./ Hr)

Difference

(Mov./ Hr)

In Out Total In Out Total In Out Total

Weekday AM 150 38 188 197 100 297 47 62 109

Weekday PM 71 120 191 162 204 366 91 84 175

Saturday Midday 181 178 359 276 275 551 95 97 192

Table 5.2 indicates that the Planning Proposal is anticipated to generate 109 and 175 more

vehicle movements during a weekday AM and PM peak hours respectively, as well as 192 more

vehicle movements during the Saturday midday peak hour than the existing traffic generation of

the site.

5.2.3 Comparison to Assessment within Hurstville City Centre TMAP

As summarised in Appendix A or this report, extensive transport modelling was undertaken as part

of the Hurstville City Centre TMAP to manage travel and shape growth in and around the city

centre. This effectively included a cumulative traffic impact assessment for the entire City Centre,

which included the site.

In our view, the traffic generation rates used in the TMAP for the expected land use types to be

accommodated are highly conservative. For reference, a comparison of the traffic generation

rates used in the TMAP and adopted for the land uses that form the Planning Proposal are

provided in Table 5.3.

Table 5.3: Traffic Generation Rate Comparison (TMAP vs Planning Proposal)

Land Use TMAP Rates Planning Proposal Rates

AM Peak PM Peak AM Peak PM Peak

Residential 0.51 per dwelling 0.475 per dwelling 0.19 per dwelling 0.15 per dwelling

Retail 22.3 per 1,000m2 43.1 per 1,000m2 17.5 per 1,000m2 35 per 1,000m2

Commercial 1.975 per 100m2 1.83 per 100m2 1.6 per 100m2 1.2 per 100m2

Table 5.3 shows that each traffic generation rates used in the TMAP are considerably higher than

what is considered reasonable and has been adopted for the Planning Proposal.

It is noted that the reason for this conservatism is not clear, but helps provide a level of

confidence that the cumulative traffic impact assessment for the Hurstville City Centre is

conservative on the high side (as it is effectively assessed too much traffic on the network). This is

assessed further below.

For comparison purposes, Table 5.3 has been prepared to assess the likely traffic generation of

the previously TMAP proposed land uses against the lower (and more realistic rates) identified

above. Table 5.4 shows that the TMAP forecasted land uses could have been expected to

generate 624 to 752 vehicle movements per hour during the weekday peak periods. These values

16S1325000 // 10/06/16



are notably higher than the 297 to 366 vehicle expected to be generated by the land uses that

form the Planning Proposal.

Table 5.4: TMAP Land Uses/ TMAP Traffic Generation Rates

Land Use Size Thursday AM Thursday PM

Rate Mov./ Hr Rate Mov./ Hr

Commercial 32,000m2 GFA 1.6 per 100m2 512 1.2 per 100m2 384

Community 12,652m2 GFA 2 per 100m2 [1] 240 2 per 100m2 [1] 240

Total 752 624

[1] No traffic generation rates provided for land use in TMAP, thus based on traffic generation used for this study.

5.3 Traffic Impact

Based on the above assessment, the following is noted:

As it relates to an assessment against existing volumes:

The Planning Proposal could be expected to generate approximately 109 and 175

more vehicle movements during a weekday AM and PM peak hours respectively,

as well as 192 more vehicle movements during the Saturday midday peak hour

than the existing traffic generation of the site.

This equates to approximately 2-3 additional vehicle movements a minute, which

given the number of access route and current operation of the proximate

intersections could not be expected to be compromise the safety or function of

the surrounding road network.

As it relates to an assessment against the TMAP:

The TMAP assessment indicates that the surrounding road network would continue

to operate well in 2021 and 2036 based on a higher traffic generation to/ from the

site.

With a reduced overall traffic generation associated with the current proposal, it

follows that the same conclusion can be expected following the development of

the site as now proposed.

For reference, the relevant figures from the TMAP showing the forecast operation

of the network are presented in Figures 5.1 and 5.2 below.

Overall, having regard to the above analysis (including the comparison to the TMAP volumes), it is

our view that the traffic generation of the Planning Proposal cannot be expected to compromise

the safety or operation of the road network. Moreover, given the conservatism of the TMAP, it is

considered that the cumulative impacts of higher development yields have effectively already

been assessed and therefore do not warrant reassessment.

16S1325000 // 10/06/16



Figure 5.1: 2021 Traffic Conditions – Hurstville City Centre TMAP


Figure 5.2: 2036 Traffic Conditions – Hurstville City Centre TMAP


Subject Site

Subject Site

16S1325000 // 10/06/16



6. Other Considerations

6.1 Loading and Waste Collection Requirements

Hurstville City Council’s DCP outlines the following:

“For commercial and light industrial developments, the requirements for the unloading and

loading of vehicles must be considered. For larger residential developments, access

consideration must be given to furniture vans, emergency vehicles and garbage trucks.”

The DCP also states that adequate space for loading, unloading, parking and manoeuvring of

delivery and service vehicles must be provided on-site, with all loading and unloading activities

undertaken within allocated loading bays. The DCP also states that all delivery vehicles must

enter and leave the site in a forward direction.

In relation to waste collection, the DCP states that convenient access is required on-site to ensure

collection vehicles can also enter, manoeuvre within and exit the site in a forward direction.

Access and collection areas must be designed to accommodate the largest collection vehicle

to service the site, noting Council does not provide collection from within private properties or

roads.

On the basis of the above and having consideration of the Planning Proposal, it is recommended

that at least five loading areas are provided, with the breakdown as follows:

One space for residential

Two spaces for retail and commercial

Two spaces for community facilities.

A delivery management plan should be adopted for the retail, commercial and community

facility components to ensure access the loading areas is available to reduce disruption within

the car park or on the surrounding road network.

6.2 Bicycle End of Trip Facilities

Hurstville City Council’s DCP provides the following minimum bicycle storage rack requirements:

Office – 1 bicycle space for every 200m2

Retail – 1 bicycle space for every 300m2

Residential – 1 bicycle space for every 3 units.

Based on the above, the Planning Proposal requires the following bicycle provisions to meet the

DCP requirements:

Office – 48 spaces

Retail – 13 spaces

Residential – 149 spaces.

The Planning Proposal is required to provide up to 210 bicycle parking spaces including a

balance for staff/ residents and visitors.

Visitor spaces should be easily accessible from public domain and areas that we well-lit with

adequate levels of natural surveillance. For staff and residents, spaces should be secured.

Communal shower, changing facilities and lockers should be provided for commercial and retail

staff.

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6.3 Travel Plan

It is recommended that various user specific Travel Plans are prepared for the development

including:

a Workplace Travel Plan

a Residential Traffic Plan

a Visitor Traffic Plan.

Travel Plans are designed to reduce the reliance on private car travel, car ownership, or at least

single occupant vehicles to destinations by boosting and encouraging the use of active and

sustainable transport modes.

Organisations use travel planning as an effective tool to meet a range of different travel-related

goals. Examples include initiatives to reduce traffic congestion and/ or parking demand (both on

and off-street), reduce absenteeism, improve staff retention, increase physical activity, improve

air quality and to improve morale.

Each site has unique characteristics so the objectives, programs, initiatives and measures

contained in the travel plan must be tailored and site specific. Successful travel plans are iterative

processes supported by development management and generally delivered by a full-time staff

member (or team).

The travel plans would include:

a ‘reach’ transport goal/ target to reduce single occupant vehicle travel demand

infrastructure to support walking, cycling, motorcycling and public transport access to

the site

programs to reduce drive-alone travel behaviour by staff, visitors and customers

programs to reduce residential car ownership, such as provision of car share services

tenant policies to reduce drive-alone travel demand at the subject site

staff travel coordinator responsibilities

monitoring tools and an evaluation program to document performance.

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7. Conclusion

Based on the analysis and discussions presented within this report, the following conclusions are

made:

i The Planning Proposal generates a DCP parking requirement of 781 spaces, for those

uses with nominated rates.

ii For the community uses, it is assumed that 141 would be sufficient to cater for the

expected demands based on the rate of current provisions.

iii As such, the proposed supply of 1,050 to 1,200 spaces is adequate. Indeed, based on

an empirical assessment of car parking demand, there is opportunity to reduce the car

parking supply for the Planning Proposal.

iv The site is expected to generate between 300 and 550 vehicle movements in any peak

hour, or 109 to 195 additional vehicle movements over the existing traffic generation of

the site.

v The results of existing conditions intersection modelling undertaken has part of this study

are consistent with the existing conditions modelling undertaken for the Hurstville TMAP

of adjacent intersections.

vi Having regard to the relatively small increase in site traffic generation, it is our view that

the traffic generation of the Planning Proposal cannot be expected to compromise the

safety or operation of the road network.

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Appendix A

Hurstville City Centre TMAP 2013 Summary

Ap

pe

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ix A

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The Hurstville City Centre Transport Management and Accessibility Plan (TMAP) was prepared by

GHD in June 2013 for Hurstville City Council. The TMAP was prepared to inform the Hurstville Local

Environmental Plan (LEP) and other planning controls to ensure “a coordinated and efficient

approach is taken in the planning of land use, managing the environment and investing in

transport infrastructure” (GHD, 2013).

Action Plans were established in the TMAP to manage travel and shape growth in and around

the city centre. Land use scenarios were tested as part of the study including additional

development ranging from 0m2-655,000m2 Gross Floor Area; for between 7,000 and 17,000 new

jobs and between 4,500 and 14,000 new residents.

Extensive transport modelling was undertaken using the following tools to test and gain

understanding of the relationship between land use and transport network performance:

A spreadsheet-based land use model

Multi-modal bespoke model and strategic highway (EMME) model

Paramics micro simulation model

SIDRA Intersection model.

The TMAP acknowledged that the assessment could not focus on improving capacity on the

regional road network, given it is a regional issue that will exist with or without any development

within Hurstville. Instead the study looked at the potential to influence and change how people

currently travel to and from the Hurstville City Centre, and in the future.

A summary of the key findings from TMAP are provided below:

Preferred land use arrangement is to provide 363,000m2 of additional GFA for 11,000-

14,000 new jobs (55% growth) and 9,500 new residents (104% growth).

City Centre North (area containing the Council site), along with Eastern and Western

City Centre gateways were identified to accommodate a high proportion of the

growth.

King Georges Road and the intersections along the road where identified as being

capacity deficient and required upgrades by 2021 with or without development of

Hurstville City Centre.

A designated bus corridor is required by 2021 to the west of the city centre to ensure

reliability of bus operations along the western strategic bus corridor (Forest Road and

Bridge Street) are not impacted by predicted congestion during the commuter peak

periods.

Capacity deficiencies identified along the regional road network support:

developing a transport network around major centre capacity

encouraging travel by active and public transport

managing growth by integrating land use and transport planning principles.

Potential to improve collective mode share of public and active transport from 33%

and 34% now in the AM and PM peaks to 41% and 49% by 2036 (above the 40% mode

share targets).

Additional capacity is required on future train and bus networks to cater for an

additional 3,100 to 3,500 train passengers and 1,800 to 1,900 bus passengers under

conservative transport testing scenarios.

Potential to further improve mode share by adopting further reduced parking provision

rates for new development, as well as implementing area-wide parking management

practices (time-restrictions, parking costs and enforcement).

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Appendix B

Traffic Survey Results

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ix B

Job No. : N2156

Client : GTA

Suburb : Hurstville Civic Centre

Location : 2. Queens Rd / Dora St

Day/Date : Thu, 11th Feb 2016

Weather : Fine

Description : Classified Intersection Count

: 15 mins Data

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6:00 to 6:15 1 3 4 5 1 6 0 2 2 0 0 0 7 3 10 20 0 20 14 1 15 0 0 0

6:15 to 6:30 4 11 15 4 0 4 1 0 1 0 0 0 13 6 19 28 3 31 17 1 18 0 0 0

6:30 to 6:45 5 6 11 8 1 9 2 1 3 0 0 0 13 2 15 42 4 46 11 0 11 0 0 0

6:45 to 7:00 10 9 19 11 1 12 0 0 0 0 0 0 17 4 21 46 1 47 22 1 23 0 0 0

7:00 to 7:15 4 6 10 12 1 13 0 1 1 0 0 0 17 3 20 49 1 50 20 0 20 0 0 0

7:15 to 7:30 9 9 18 16 0 16 3 0 3 0 0 0 18 5 23 65 0 65 24 1 25 0 0 0

7:30 to 7:45 8 4 12 23 1 24 2 2 4 0 0 0 29 4 33 79 5 84 23 0 23 0 0 0

7:45 to 8:00 19 8 27 28 2 30 2 0 2 0 0 0 32 4 36 124 2 126 42 0 42 0 0 0

8:00 to 8:15 22 6 28 31 2 33 0 2 2 0 0 0 23 4 27 113 0 113 45 2 47 0 0 0

8:15 to 8:30 17 7 24 20 0 20 2 1 3 0 0 0 20 2 22 122 5 127 53 0 53 0 0 0

8:30 to 8:45 19 5 24 20 2 22 1 1 2 0 0 0 17 4 21 144 2 146 53 3 56 0 0 0

8:45 to 9:00 17 5 22 22 1 23 2 0 2 0 0 0 29 3 32 120 7 127 57 1 58 0 0 0

135 79 214 200 12 212 15 10 25 0 0 0 235 44 279 952 30 982 381 10 391 0 0 0

16:00 to 16:15 59 6 65 20 3 23 3 1 4 0 0 0 20 4 24 213 5 218 53 0 53 0 0 0

16:15 to 16:30 63 7 70 26 2 28 4 0 4 0 0 0 15 5 20 238 4 242 45 1 46 0 0 0

16:30 to 16:45 49 6 55 34 1 35 7 1 8 0 0 0 20 3 23 234 0 234 46 0 46 0 0 0

16:45 to 17:00 44 9 53 26 1 27 6 0 6 0 0 0 16 7 23 229 3 232 40 0 40 0 0 0

17:00 to 17:15 49 5 54 33 2 35 12 1 13 0 0 0 15 3 18 258 4 262 53 0 53 0 0 0

17:15 to 17:30 50 7 57 24 3 27 7 0 7 0 0 0 26 2 28 226 2 228 48 0 48 0 0 0

17:30 to 17:45 57 6 63 26 1 27 4 2 6 0 0 0 14 1 15 208 3 211 44 0 44 0 0 0

17:45 to 18:00 43 7 50 32 0 32 1 0 1 0 0 0 23 5 28 224 1 225 46 0 46 0 0 0

18:00 to 18:15 50 6 56 30 1 31 2 1 3 0 0 0 20 1 21 200 1 201 51 1 52 0 0 0

18:15 to 18:30 50 4 54 34 1 35 6 0 6 0 0 0 18 4 22 173 3 176 36 0 36 0 0 0

18:30 to 18:45 65 6 71 25 0 25 6 1 7 0 0 0 17 5 22 171 0 171 44 0 44 0 0 0

18:45 to 19:00 47 2 49 23 1 24 4 0 4 0 0 0 14 7 21 137 4 141 37 0 37 0 0 0

626 71 697 333 16 349 62 7 69 0 0 0 218 47 265 2,511 30 2,541 543 2 545 0 0 0

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6:00 to 6:15 8 1 9 5 1 6 0 0 0 0 0 0 3 0 3 83 2 85 5 0 5 0 0 0

6:15 to 6:30 5 0 5 2 0 2 4 0 4 0 0 0 6 0 6 112 2 114 10 2 12 0 0 0

6:30 to 6:45 9 0 9 11 1 12 4 1 5 0 0 0 11 1 12 119 3 122 6 2 8 0 0 0

6:45 to 7:00 10 0 10 18 0 18 2 0 2 0 0 0 10 0 10 141 4 145 11 0 11 0 0 0

7:00 to 7:15 11 0 11 9 1 10 5 0 5 0 0 0 5 0 5 184 4 188 7 0 7 0 0 0

7:15 to 7:30 8 0 8 19 2 21 7 0 7 0 0 0 5 0 5 173 7 180 9 0 9 0 0 0

7:30 to 7:45 19 0 19 22 1 23 7 0 7 0 0 0 11 0 11 212 8 220 13 1 14 0 0 0

7:45 to 8:00 19 0 19 20 0 20 4 0 4 0 0 0 20 0 20 310 4 314 21 0 21 0 0 0

8:00 to 8:15 20 1 21 24 1 25 14 0 14 0 0 0 10 1 11 304 3 307 20 1 21 0 0 0

8:15 to 8:30 32 1 33 23 0 23 11 1 12 0 0 0 12 0 12 296 3 299 24 0 24 0 0 0

8:30 to 8:45 39 0 39 23 1 24 6 0 6 0 0 0 22 0 22 236 7 243 35 1 36 0 0 0

8:45 to 9:00 30 0 30 19 1 20 12 0 12 0 0 0 19 1 20 188 9 197 44 0 44 0 0 0

210 3 213 195 9 204 76 2 78 0 0 0 134 3 137 2,358 56 2,414 205 7 212 0 0 0

16:00 to 16:15 21 0 21 17 1 18 19 0 19 0 0 0 13 0 13 130 1 131 16 0 16 0 0 0

16:15 to 16:30 20 0 20 11 0 11 19 0 19 0 0 0 15 0 15 129 0 129 9 0 9 0 0 0

16:30 to 16:45 19 0 19 18 1 19 14 0 14 0 0 0 12 0 12 125 4 129 16 0 16 0 0 0

16:45 to 17:00 20 0 20 3 1 4 20 1 21 0 0 0 4 0 4 136 1 137 12 0 12 0 0 0

17:00 to 17:15 22 0 22 12 0 12 14 0 14 0 0 0 4 0 4 146 2 148 7 0 7 0 0 0

17:15 to 17:30 23 0 23 13 2 15 14 0 14 0 0 0 10 0 10 137 0 137 10 0 10 0 0 0

17:30 to 17:45 23 0 23 13 1 14 16 0 16 0 0 0 3 0 3 159 0 159 13 0 13 0 0 0

17:45 to 18:00 23 0 23 14 1 15 12 0 12 0 0 0 6 0 6 120 2 122 15 0 15 0 0 0

18:00 to 18:15 13 0 13 18 0 18 23 0 23 0 0 0 10 0 10 130 2 132 9 0 9 0 0 0

18:15 to 18:30 20 0 20 17 1 18 9 0 9 0 0 0 8 0 8 137 0 137 19 0 19 0 0 0

18:30 to 18:45 20 0 20 12 0 12 9 0 9 0 0 0 9 0 9 133 1 134 10 0 10 0 0 0

18:45 to 19:00 17 1 18 11 1 12 12 0 12 0 0 0 3 0 3 130 1 131 11 0 11 0 0 0

241 1 242 159 9 168 181 1 182 0 0 0 97 0 97 1,612 14 1,626 147 0 147 0 0 0

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Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

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Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Dora St

Dora St

Class 2Class 1

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Queens Rd

Direction 1

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Classifications Heavies

AM Totals

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Direction

Time Period

Direction 2

(Through)

Dora St

PM Totals

Approach

Direction

Time Period

AM Totals

PM Totals

10 1

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9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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6:00 to 7:00 20 29 49 28 3 31 3 3 6 0 0 0 50 15 65 136 8 144 64 3 67 0 0 0

6:15 to 7:15 23 32 55 35 3 38 3 2 5 0 0 0 60 15 75 165 9 174 70 2 72 0 0 0

6:30 to 7:30 28 30 58 47 3 50 5 2 7 0 0 0 65 14 79 202 6 208 77 2 79 0 0 0

6:45 to 7:45 31 28 59 62 3 65 5 3 8 0 0 0 81 16 97 239 7 246 89 2 91 0 0 0

7:00 to 8:00 40 27 67 79 4 83 7 3 10 0 0 0 96 16 112 317 8 325 109 1 110 0 0 0

7:15 to 8:15 58 27 85 98 5 103 7 4 11 0 0 0 102 17 119 381 7 388 134 3 137 0 0 0

7:30 to 8:30 66 25 91 102 5 107 6 5 11 0 0 0 104 14 118 438 12 450 163 2 165 0 0 0

7:45 to 8:45 77 26 103 99 6 105 5 4 9 0 0 0 92 14 106 503 9 512 193 5 198 0 0 0

8:00 to 9:00 75 23 98 93 5 98 5 4 9 0 0 0 89 13 102 499 14 513 208 6 214 0 0 0

135 79 214 200 12 212 15 10 25 0 0 0 235 44 279 952 30 982 381 10 391 0 0 0

16:00 to 17:00 215 28 243 106 7 113 20 2 22 0 0 0 71 19 90 914 12 926 184 1 185 0 0 0

16:15 to 17:15 205 27 232 119 6 125 29 2 31 0 0 0 66 18 84 959 11 970 184 1 185 0 0 0

16:30 to 17:30 192 27 219 117 7 124 32 2 34 0 0 0 77 15 92 947 9 956 187 0 187 0 0 0

16:45 to 17:45 200 27 227 109 7 116 29 3 32 0 0 0 71 13 84 921 12 933 185 0 185 0 0 0

17:00 to 18:00 199 25 224 115 6 121 24 3 27 0 0 0 78 11 89 916 10 926 191 0 191 0 0 0

17:15 to 18:15 200 26 226 112 5 117 14 3 17 0 0 0 83 9 92 858 7 865 189 1 190 0 0 0

17:30 to 18:30 200 23 223 122 3 125 13 3 16 0 0 0 75 11 86 805 8 813 177 1 178 0 0 0

17:45 to 18:45 208 23 231 121 2 123 15 2 17 0 0 0 78 15 93 768 5 773 177 1 178 0 0 0

18:00 to 19:00 212 18 230 112 3 115 18 2 20 0 0 0 69 17 86 681 8 689 168 1 169 0 0 0

626 71 697 333 16 349 62 7 69 0 0 0 218 47 265 2,511 30 2,541 543 2 545 0 0 0

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6:00 to 7:00 32 1 33 36 2 38 10 1 11 0 0 0 30 1 31 455 11 466 32 4 36 0 0 0

6:15 to 7:15 35 0 35 40 2 42 15 1 16 0 0 0 32 1 33 556 13 569 34 4 38 0 0 0

6:30 to 7:30 38 0 38 57 4 61 18 1 19 0 0 0 31 1 32 617 18 635 33 2 35 0 0 0

6:45 to 7:45 48 0 48 68 4 72 21 0 21 0 0 0 31 0 31 710 23 733 40 1 41 0 0 0

7:00 to 8:00 57 0 57 70 4 74 23 0 23 0 0 0 41 0 41 879 23 902 50 1 51 0 0 0

7:15 to 8:15 66 1 67 85 4 89 32 0 32 0 0 0 46 1 47 999 22 1,021 63 2 65 0 0 0

7:30 to 8:30 90 2 92 89 2 91 36 1 37 0 0 0 53 1 54 1,122 18 1,140 78 2 80 0 0 0

7:45 to 8:45 110 2 112 90 2 92 35 1 36 0 0 0 64 1 65 1,146 17 1,163 100 2 102 0 0 0

8:00 to 9:00 121 2 123 89 3 92 43 1 44 0 0 0 63 2 65 1,024 22 1,046 123 2 125 0 0 0

210 3 213 195 9 204 76 2 78 0 0 0 134 3 137 2,358 56 2,414 205 7 212 0 0 0

16:00 to 17:00 80 0 80 49 3 52 72 1 73 0 0 0 44 0 44 520 6 526 53 0 53 0 0 0

16:15 to 17:15 81 0 81 44 2 46 67 1 68 0 0 0 35 0 35 536 7 543 44 0 44 0 0 0

16:30 to 17:30 84 0 84 46 4 50 62 1 63 0 0 0 30 0 30 544 7 551 45 0 45 0 0 0

16:45 to 17:45 88 0 88 41 4 45 64 1 65 0 0 0 21 0 21 578 3 581 42 0 42 0 0 0

17:00 to 18:00 91 0 91 52 4 56 56 0 56 0 0 0 23 0 23 562 4 566 45 0 45 0 0 0

17:15 to 18:15 82 0 82 58 4 62 65 0 65 0 0 0 29 0 29 546 4 550 47 0 47 0 0 0

17:30 to 18:30 79 0 79 62 3 65 60 0 60 0 0 0 27 0 27 546 4 550 56 0 56 0 0 0

17:45 to 18:45 76 0 76 61 2 63 53 0 53 0 0 0 33 0 33 520 5 525 53 0 53 0 0 0

18:00 to 19:00 70 1 71 58 2 60 53 0 53 0 0 0 30 0 30 530 4 534 49 0 49 0 0 0

241 1 242 159 9 168 181 1 182 0 0 0 97 0 97 1,612 14 1,626 147 0 147 0 0 0

Direction 1

(Left Turn)

Queens Rd

Dora St

Dora St

Dora St

Qu

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s R

d

Qu

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s R

d

Approach

Time Period

Direction 2

(Through)

AM Totals

PM Totals

Approach

Direction

Time Period

AM Totals

PM Totals

DirectionDirection 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Queens Rd

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 3U

(U Turn)

Dora St

10 1

1 1

2 1

2U

4 5

6

6

U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA



Day/Date : Sat, 13th Feb 2016

Weather : Fine


: 15 mins Data

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11:00 to 11:15 40 3 43 39 0 39 6 0 6 0 0 0 12 2 14 163 3 166 29 1 30 0 0 0

11:15 to 11:30 58 4 62 26 2 28 11 0 11 0 0 0 17 3 20 174 2 176 33 0 33 0 0 0

11:30 to 11:45 69 4 73 20 0 20 8 1 9 0 0 0 18 2 20 154 1 155 51 0 51 0 0 0

11:45 to 12:00 61 5 66 25 1 26 7 0 7 0 0 0 16 3 19 151 1 152 40 0 40 0 0 0

12:00 to 12:15 48 2 50 28 1 29 5 1 6 0 0 0 14 4 18 159 4 163 46 0 46 0 0 0

12:15 to 12:30 56 4 60 28 0 28 4 0 4 0 0 0 13 0 13 150 1 151 28 0 28 0 0 0

12:30 to 12:45 55 4 59 19 1 20 10 0 10 0 0 0 15 4 19 139 4 143 29 0 29 0 0 0

12:45 to 13:00 52 3 55 21 0 21 8 1 9 0 0 0 16 3 19 153 2 155 52 0 52 0 0 0

13:00 to 13:15 63 5 68 27 1 28 5 0 5 0 0 0 15 1 16 174 3 177 40 0 40 0 0 0

13:15 to 13:30 51 3 54 31 0 31 7 1 8 0 0 0 21 2 23 165 1 166 32 1 33 0 0 0

13:30 to 13:45 45 5 50 27 1 28 5 0 5 0 0 0 17 1 18 166 2 168 46 0 46 0 0 0

13:45 to 14:00 58 4 62 34 1 35 9 0 9 0 0 0 17 4 21 178 0 178 35 0 35 0 0 0

656 46 702 325 8 333 85 4 89 0 0 0 191 29 220 1,926 24 1,950 461 2 463 0 0 0

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11:00 to 11:15 24 0 24 21 1 22 4 0 4 0 0 0 11 0 11 159 1 160 28 0 28 0 0 0

11:15 to 11:30 27 0 27 19 0 19 7 0 7 0 0 0 13 0 13 175 0 175 27 0 27 0 0 0

11:30 to 11:45 27 0 27 7 0 7 11 0 11 0 0 0 12 0 12 145 2 147 9 0 9 0 0 0

11:45 to 12:00 24 0 24 11 2 13 8 0 8 0 0 0 20 0 20 180 2 182 19 0 19 0 0 0

12:00 to 12:15 24 1 25 8 0 8 15 0 15 0 0 0 17 0 17 162 1 163 23 0 23 0 0 0

12:15 to 12:30 24 0 24 8 1 9 8 0 8 0 0 0 10 0 10 158 1 159 20 0 20 0 0 0

12:30 to 12:45 24 0 24 5 0 5 14 0 14 0 0 0 10 0 10 170 0 170 12 0 12 0 0 0

12:45 to 13:00 23 0 23 7 1 8 10 0 10 0 0 0 12 0 12 157 2 159 18 0 18 0 0 0

13:00 to 13:15 30 0 30 11 0 11 15 0 15 0 0 0 6 0 6 168 2 170 23 1 24 0 0 0

13:15 to 13:30 28 0 28 8 1 9 11 0 11 0 0 0 7 0 7 140 2 142 17 0 17 0 0 0

13:30 to 13:45 24 0 24 8 0 8 12 0 12 0 0 0 13 0 13 156 3 159 16 0 16 0 0 0

13:45 to 14:00 28 0 28 16 1 17 11 0 11 0 0 0 12 0 12 130 1 131 8 0 8 0 0 0

307 1 308 129 7 136 126 0 126 0 0 0 143 0 143 1,900 17 1,917 220 1 221 0 0 0

Time Period

Total


Total

Approach

Direction

Time Period

Direction 2

(Through)

Dora St

Approach

Direction

Dora St

Dora St

Class 2Class 1

Qu

een

s R

d

Dora St Queens Rd

Queens Rd

Direction 1

(Left Turn)

Direction 6

(Right Turn)

Qu

een

s R

d

Lights

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

10 1

1 1

2 1

2U

4

5

6

6U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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11:00 to 12:00 228 16 244 110 3 113 32 1 33 0 0 0 63 10 73 642 7 649 153 1 154 0 0 0

11:15 to 12:15 236 15 251 99 4 103 31 2 33 0 0 0 65 12 77 638 8 646 170 0 170 0 0 0

11:30 to 12:30 234 15 249 101 2 103 24 2 26 0 0 0 61 9 70 614 7 621 165 0 165 0 0 0

11:45 to 12:45 220 15 235 100 3 103 26 1 27 0 0 0 58 11 69 599 10 609 143 0 143 0 0 0

12:00 to 13:00 211 13 224 96 2 98 27 2 29 0 0 0 58 11 69 601 11 612 155 0 155 0 0 0

12:15 to 13:15 226 16 242 95 2 97 27 1 28 0 0 0 59 8 67 616 10 626 149 0 149 0 0 0

12:30 to 13:30 221 15 236 98 2 100 30 2 32 0 0 0 67 10 77 631 10 641 153 1 154 0 0 0

12:45 to 13:45 211 16 227 106 2 108 25 2 27 0 0 0 69 7 76 658 8 666 170 1 171 0 0 0

13:00 to 14:00 217 17 234 119 3 122 26 1 27 0 0 0 70 8 78 683 6 689 153 1 154 0 0 0

656 46 702 325 8 333 85 4 89 0 0 0 191 29 220 1,926 24 1,950 461 2 463 0 0 0

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11:00 to 12:00 102 0 102 58 3 61 30 0 30 0 0 0 56 0 56 659 5 664 83 0 83 0 0 0

11:15 to 12:15 102 1 103 45 2 47 41 0 41 0 0 0 62 0 62 662 5 667 78 0 78 0 0 0

11:30 to 12:30 99 1 100 34 3 37 42 0 42 0 0 0 59 0 59 645 6 651 71 0 71 0 0 0

11:45 to 12:45 96 1 97 32 3 35 45 0 45 0 0 0 57 0 57 670 4 674 74 0 74 0 0 0

12:00 to 13:00 95 1 96 28 2 30 47 0 47 0 0 0 49 0 49 647 4 651 73 0 73 0 0 0

12:15 to 13:15 101 0 101 31 2 33 47 0 47 0 0 0 38 0 38 653 5 658 73 1 74 0 0 0

12:30 to 13:30 105 0 105 31 2 33 50 0 50 0 0 0 35 0 35 635 6 641 70 1 71 0 0 0

12:45 to 13:45 105 0 105 34 2 36 48 0 48 0 0 0 38 0 38 621 9 630 74 1 75 0 0 0

13:00 to 14:00 110 0 110 43 2 45 49 0 49 0 0 0 38 0 38 594 8 602 64 1 65 0 0 0

307 1 308 129 7 136 126 0 126 0 0 0 143 0 143 1,900 17 1,917 220 1 221 0 0 0

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Queens Rd

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Time Period

Total


(Left Turn)

Approach


(Left Turn)

Approach

Time Period

Direction 2

(Through)

Total

Direction 3U

(U Turn)

Dora St

Queens Rd

Dora St

Dora St

Dora St

Qu

een

s R

d

Qu

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s R

d

10 1

1 1

2 1

2U

4

5

6

6U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA


Location : 1. Queens Rd / Park Rd


Weather : Fine


: 15 mins Data

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6:00 to 6:15 10 2 12 4 0 4 9 3 12 0 0 0 0 0 0 37 2 39 1 0 1 0 0 0

6:15 to 6:30 7 1 8 10 0 10 12 2 14 0 0 0 0 0 0 49 8 57 0 0 0 0 0 0

6:30 to 6:45 6 2 8 18 0 18 18 2 20 0 0 0 0 0 0 55 4 59 1 0 1 0 0 0

6:45 to 7:00 18 0 18 20 0 20 19 3 22 0 0 0 0 0 0 65 7 72 6 0 6 0 0 0

7:00 to 7:15 23 0 23 28 0 28 24 3 27 0 0 0 0 0 0 67 4 71 7 0 7 0 0 0

7:15 to 7:30 24 1 25 32 1 33 21 3 24 0 0 0 0 0 0 84 4 88 6 0 6 0 0 0

7:30 to 7:45 18 2 20 42 2 44 29 3 32 0 0 0 0 0 0 107 3 110 9 0 9 0 0 0

7:45 to 8:00 35 1 36 64 0 64 44 5 49 0 0 0 0 0 0 156 5 161 11 0 11 0 0 0

8:00 to 8:15 31 1 32 89 0 89 38 1 39 0 0 0 0 0 0 145 5 150 20 1 21 0 0 0

8:15 to 8:30 33 1 34 87 0 87 40 4 44 0 0 0 0 0 0 176 6 182 36 0 36 0 0 0

8:30 to 8:45 31 3 34 62 0 62 52 2 54 0 0 0 0 0 0 176 4 180 31 0 31 0 0 0

8:45 to 9:00 45 4 49 57 0 57 35 3 38 0 0 0 0 0 0 180 7 187 23 0 23 0 0 0

281 18 299 513 3 516 341 34 375 0 0 0 0 0 0 1,297 59 1,356 151 1 152 0 0 0

16:00 to 16:15 120 1 121 81 0 81 87 4 91 0 0 0 0 0 0 174 7 181 9 0 9 0 0 0

16:15 to 16:30 82 1 83 86 1 87 82 3 85 0 0 0 0 0 0 202 7 209 14 0 14 0 0 0

16:30 to 16:45 109 3 112 86 0 86 90 3 93 0 0 0 0 0 0 189 4 193 16 0 16 0 0 0

16:45 to 17:00 107 1 108 72 0 72 79 2 81 0 0 0 0 0 0 186 8 194 15 1 16 0 0 0

17:00 to 17:15 118 3 121 95 0 95 84 5 89 0 0 0 0 0 0 188 4 192 12 0 12 0 0 0

17:15 to 17:30 111 1 112 95 0 95 75 4 79 0 0 0 0 0 0 216 5 221 13 0 13 0 0 0

17:30 to 17:45 83 1 84 68 0 68 104 5 109 0 0 0 0 0 0 188 3 191 17 0 17 0 0 0

17:45 to 18:00 93 2 95 65 2 67 77 0 77 0 0 0 0 0 0 190 3 193 9 0 9 0 0 0

18:00 to 18:15 83 1 84 74 0 74 75 4 79 0 0 0 0 0 0 191 3 194 11 0 11 0 0 0

18:15 to 18:30 82 2 84 74 0 74 79 1 80 0 0 0 0 0 0 157 7 164 14 0 14 0 0 0

18:30 to 18:45 85 1 86 79 0 79 84 2 86 0 0 0 0 0 0 148 2 150 8 0 8 0 0 0

18:45 to 19:00 93 3 96 67 1 68 60 6 66 0 0 0 0 0 0 120 7 127 15 0 15 0 0 0

1,166 20 1,186 942 4 946 976 39 1,015 0 0 0 0 0 0 2,149 60 2,209 153 1 154 0 0 0

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6:00 to 6:15 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 74 7 81 0 0 0 0 0 0

6:15 to 6:30 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 113 3 116 0 0 0 0 0 0

6:30 to 6:45 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 140 2 142 0 0 0 0 0 0

6:45 to 7:00 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 136 4 140 0 0 0 0 0 0

7:00 to 7:15 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 190 5 195 0 0 0 0 0 0

7:15 to 7:30 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 187 6 193 0 0 0 0 0 0

7:30 to 7:45 0 0 0 0 0 0 0 0 0 0 0 0 17 1 18 215 10 225 0 0 0 0 0 0

7:45 to 8:00 0 0 0 0 0 0 0 0 0 0 0 0 24 0 24 272 5 277 0 0 0 0 0 0

8:00 to 8:15 0 0 0 0 0 0 0 0 0 0 0 0 51 0 51 281 6 287 0 0 0 0 0 0

8:15 to 8:30 0 0 0 0 0 0 0 0 0 0 0 0 33 0 33 294 3 297 0 0 0 0 0 0

8:30 to 8:45 0 0 0 0 0 0 0 0 0 0 0 0 27 0 27 267 7 274 0 0 0 0 0 0

8:45 to 9:00 0 0 0 0 0 0 0 0 0 0 0 0 28 0 28 235 8 243 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 200 1 201 2,404 66 2,470 0 0 0 0 0 0

16:00 to 16:15 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 147 5 152 0 0 0 0 0 0

16:15 to 16:30 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 153 1 154 0 0 0 0 0 0

16:30 to 16:45 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 163 2 165 0 0 0 0 0 0

16:45 to 17:00 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 147 4 151 0 0 0 0 0 0

17:00 to 17:15 0 0 0 0 0 0 0 0 0 0 0 0 11 0 11 193 2 195 0 0 0 0 0 0

17:15 to 17:30 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 182 2 184 0 0 0 0 0 0

17:30 to 17:45 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 179 2 181 0 0 0 0 0 0

17:45 to 18:00 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 160 2 162 0 0 0 0 0 0

18:00 to 18:15 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 144 3 147 0 0 0 0 0 0

18:15 to 18:30 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 151 0 151 0 0 0 0 0 0

18:30 to 18:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 156 3 159 0 0 0 0 0 0

18:45 to 19:00 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 157 2 159 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 72 0 72 1,932 28 1,960 0 0 0 0 0 0

Direction

Time Period

AM Totals

PM Totals

Direction 1

(Left Turn)


AM Totals

Approach

Direction

Time Period

Direction 2

(Through)

Park Rd

PM Totals

Approach

Direction 5

(Through)

Park Rd

Park Rd

Class 2Class 1

Qu

een

s R

d

Park Rd Queens Rd

Queens Rd

Qu

een

s R

d

Lights

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

10 1

1 1

2 1

2U

4 5

6

6

U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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6:00 to 7:00 41 5 46 52 0 52 58 10 68 0 0 0 0 0 0 206 21 227 8 0 8 0 0 0

6:15 to 7:15 54 3 57 76 0 76 73 10 83 0 0 0 0 0 0 236 23 259 14 0 14 0 0 0

6:30 to 7:30 71 3 74 98 1 99 82 11 93 0 0 0 0 0 0 271 19 290 20 0 20 0 0 0

6:45 to 7:45 83 3 86 122 3 125 93 12 105 0 0 0 0 0 0 323 18 341 28 0 28 0 0 0

7:00 to 8:00 100 4 104 166 3 169 118 14 132 0 0 0 0 0 0 414 16 430 33 0 33 0 0 0

7:15 to 8:15 108 5 113 227 3 230 132 12 144 0 0 0 0 0 0 492 17 509 46 1 47 0 0 0

7:30 to 8:30 117 5 122 282 2 284 151 13 164 0 0 0 0 0 0 584 19 603 76 1 77 0 0 0

7:45 to 8:45 130 6 136 302 0 302 174 12 186 0 0 0 0 0 0 653 20 673 98 1 99 0 0 0

8:00 to 9:00 140 9 149 295 0 295 165 10 175 0 0 0 0 0 0 677 22 699 110 1 111 0 0 0

281 18 299 513 3 516 341 34 375 0 0 0 0 0 0 1,297 59 1,356 151 1 152 0 0 0

16:00 to 17:00 418 6 424 325 1 326 338 12 350 0 0 0 0 0 0 751 26 777 54 1 55 0 0 0

16:15 to 17:15 416 8 424 339 1 340 335 13 348 0 0 0 0 0 0 765 23 788 57 1 58 0 0 0

16:30 to 17:30 445 8 453 348 0 348 328 14 342 0 0 0 0 0 0 779 21 800 56 1 57 0 0 0

16:45 to 17:45 419 6 425 330 0 330 342 16 358 0 0 0 0 0 0 778 20 798 57 1 58 0 0 0

17:00 to 18:00 405 7 412 323 2 325 340 14 354 0 0 0 0 0 0 782 15 797 51 0 51 0 0 0

17:15 to 18:15 370 5 375 302 2 304 331 13 344 0 0 0 0 0 0 785 14 799 50 0 50 0 0 0

17:30 to 18:30 341 6 347 281 2 283 335 10 345 0 0 0 0 0 0 726 16 742 51 0 51 0 0 0

17:45 to 18:45 343 6 349 292 2 294 315 7 322 0 0 0 0 0 0 686 15 701 42 0 42 0 0 0

18:00 to 19:00 343 7 350 294 1 295 298 13 311 0 0 0 0 0 0 616 19 635 48 0 48 0 0 0

1,166 20 1,186 942 4 946 976 39 1,015 0 0 0 0 0 0 2,149 60 2,209 153 1 154 0 0 0

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6:00 to 7:00 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 463 16 479 0 0 0 0 0 0

6:15 to 7:15 0 0 0 0 0 0 0 0 0 0 0 0 13 0 13 579 14 593 0 0 0 0 0 0

6:30 to 7:30 0 0 0 0 0 0 0 0 0 0 0 0 18 0 18 653 17 670 0 0 0 0 0 0

6:45 to 7:45 0 0 0 0 0 0 0 0 0 0 0 0 33 1 34 728 25 753 0 0 0 0 0 0

7:00 to 8:00 0 0 0 0 0 0 0 0 0 0 0 0 53 1 54 864 26 890 0 0 0 0 0 0

7:15 to 8:15 0 0 0 0 0 0 0 0 0 0 0 0 98 1 99 955 27 982 0 0 0 0 0 0

7:30 to 8:30 0 0 0 0 0 0 0 0 0 0 0 0 125 1 126 1,062 24 1,086 0 0 0 0 0 0

7:45 to 8:45 0 0 0 0 0 0 0 0 0 0 0 0 135 0 135 1,114 21 1,135 0 0 0 0 0 0

8:00 to 9:00 0 0 0 0 0 0 0 0 0 0 0 0 139 0 139 1,077 24 1,101 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 200 1 201 2,404 66 2,470 0 0 0 0 0 0

16:00 to 17:00 0 0 0 0 0 0 0 0 0 0 0 0 30 0 30 610 12 622 0 0 0 0 0 0

16:15 to 17:15 0 0 0 0 0 0 0 0 0 0 0 0 31 0 31 656 9 665 0 0 0 0 0 0

16:30 to 17:30 0 0 0 0 0 0 0 0 0 0 0 0 35 0 35 685 10 695 0 0 0 0 0 0

16:45 to 17:45 0 0 0 0 0 0 0 0 0 0 0 0 35 0 35 701 10 711 0 0 0 0 0 0

17:00 to 18:00 0 0 0 0 0 0 0 0 0 0 0 0 32 0 32 714 8 722 0 0 0 0 0 0

17:15 to 18:15 0 0 0 0 0 0 0 0 0 0 0 0 22 0 22 665 9 674 0 0 0 0 0 0

17:30 to 18:30 0 0 0 0 0 0 0 0 0 0 0 0 17 0 17 634 7 641 0 0 0 0 0 0

17:45 to 18:45 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 611 8 619 0 0 0 0 0 0

18:00 to 19:00 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 608 8 616 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 72 0 72 1,932 28 1,960 0 0 0 0 0 0

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Queens Rd

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 3U

(U Turn)

Park Rd

Time Period

AM Totals

PM Totals


(Left Turn)

Approach

Direction

Approach

Time Period

Direction 2

(Through)

AM Totals

PM Totals

Direction 1

(Left Turn)

Queens Rd

Park Rd

Park Rd

Park Rd

Qu

een

s R

d

Qu

een

s R

d

10 1

1 1

2 1

2U

4 5

6

6

U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: 15 mins Data

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11:00 to 11:15 99 1 100 60 1 61 110 2 112 0 0 0 0 0 0 107 4 111 8 1 9 0 0 0

11:15 to 11:30 108 1 109 83 0 83 106 2 108 0 0 0 0 0 0 111 5 116 9 1 10 0 0 0

11:30 to 11:45 110 0 110 82 0 82 107 2 109 0 0 0 0 0 0 108 2 110 8 0 8 0 0 0

11:45 to 12:00 100 1 101 73 0 73 91 1 92 0 0 0 0 0 0 94 2 96 7 1 8 0 0 0

12:00 to 12:15 112 2 114 82 0 82 101 3 104 0 0 0 0 0 0 135 6 141 6 0 6 0 0 0

12:15 to 12:30 100 0 100 72 0 72 99 1 100 0 0 0 0 0 0 84 2 86 9 0 9 0 0 0

12:30 to 12:45 93 0 93 74 0 74 83 3 86 0 0 0 0 0 0 98 9 107 12 0 12 0 0 0

12:45 to 13:00 98 2 100 60 1 61 101 2 103 0 0 0 0 0 0 126 0 126 8 0 8 0 0 0

13:00 to 13:15 93 3 96 80 0 80 93 2 95 0 0 0 0 0 0 127 5 132 20 0 20 0 0 0

13:15 to 13:30 122 1 123 94 0 94 91 3 94 0 0 0 0 0 0 120 3 123 7 0 7 0 0 0

13:30 to 13:45 102 1 103 73 0 73 114 1 115 0 0 0 0 0 0 126 2 128 13 1 14 0 0 0

13:45 to 14:00 116 0 116 83 0 83 108 3 111 0 0 0 0 0 0 114 4 118 1 0 1 0 0 0

1,253 12 1,265 916 2 918 1,204 25 1,229 0 0 0 0 0 0 1,350 44 1,394 108 4 112 0 0 0

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11:00 to 11:15 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 186 0 186 0 0 0 0 0 0

11:15 to 11:30 1 0 1 0 0 0 0 0 0 0 0 0 6 0 6 189 1 190 0 0 0 0 0 0

11:30 to 11:45 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 205 3 208 0 0 0 0 0 0

11:45 to 12:00 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 222 2 224 0 0 0 0 0 0

12:00 to 12:15 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 206 1 207 0 0 0 0 0 0

12:15 to 12:30 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 203 1 204 0 0 0 0 0 0

12:30 to 12:45 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 196 1 197 0 0 0 0 0 0

12:45 to 13:00 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 215 1 216 0 0 0 0 0 0

13:00 to 13:15 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 172 3 175 0 0 0 0 0 0

13:15 to 13:30 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 198 2 200 0 0 0 0 0 0

13:30 to 13:45 0 0 0 0 0 0 0 0 0 0 0 0 4 1 5 192 5 197 0 0 0 0 0 0

13:45 to 14:00 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 159 1 160 0 0 0 0 0 0

1 0 1 0 0 0 0 0 0 0 0 0 70 1 71 2,343 21 2,364 0 0 0 0 0 0

Qu

ee

ns

Rd

Lights

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Park Rd

Park Rd

Class 2Class 1

Qu

ee

ns

Rd

Park Rd Queens Rd

Queens Rd

Direction 1

(Left Turn)

Direction 6

(Right Turn)


Total

Approach

Direction

Time Period

Direction 2

(Through)

Park Rd

Approach

Direction

Time Period

Total

10 1

1 1

2 1

2U

4 5 6 6U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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11:00 to 12:00 417 3 420 298 1 299 414 7 421 0 0 0 0 0 0 420 13 433 32 3 35 0 0 0

11:15 to 12:15 430 4 434 320 0 320 405 8 413 0 0 0 0 0 0 448 15 463 30 2 32 0 0 0

11:30 to 12:30 422 3 425 309 0 309 398 7 405 0 0 0 0 0 0 421 12 433 30 1 31 0 0 0

11:45 to 12:45 405 3 408 301 0 301 374 8 382 0 0 0 0 0 0 411 19 430 34 1 35 0 0 0

12:00 to 13:00 403 4 407 288 1 289 384 9 393 0 0 0 0 0 0 443 17 460 35 0 35 0 0 0

12:15 to 13:15 384 5 389 286 1 287 376 8 384 0 0 0 0 0 0 435 16 451 49 0 49 0 0 0

12:30 to 13:30 406 6 412 308 1 309 368 10 378 0 0 0 0 0 0 471 17 488 47 0 47 0 0 0

12:45 to 13:45 415 7 422 307 1 308 399 8 407 0 0 0 0 0 0 499 10 509 48 1 49 0 0 0

13:00 to 14:00 433 5 438 330 0 330 406 9 415 0 0 0 0 0 0 487 14 501 41 1 42 0 0 0

1,253 12 1,265 916 2 918 1,204 25 1,229 0 0 0 0 0 0 1,350 44 1,394 108 4 112 0 0 0

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11:00 to 12:00 1 0 1 0 0 0 0 0 0 0 0 0 21 0 21 802 6 808 0 0 0 0 0 0

11:15 to 12:15 1 0 1 0 0 0 0 0 0 0 0 0 23 0 23 822 7 829 0 0 0 0 0 0

11:30 to 12:30 0 0 0 0 0 0 0 0 0 0 0 0 24 0 24 836 7 843 0 0 0 0 0 0

11:45 to 12:45 0 0 0 0 0 0 0 0 0 0 0 0 25 0 25 827 5 832 0 0 0 0 0 0

12:00 to 13:00 0 0 0 0 0 0 0 0 0 0 0 0 27 0 27 820 4 824 0 0 0 0 0 0

12:15 to 13:15 0 0 0 0 0 0 0 0 0 0 0 0 30 0 30 786 6 792 0 0 0 0 0 0

12:30 to 13:30 0 0 0 0 0 0 0 0 0 0 0 0 29 0 29 781 7 788 0 0 0 0 0 0

12:45 to 13:45 0 0 0 0 0 0 0 0 0 0 0 0 26 1 27 777 11 788 0 0 0 0 0 0

13:00 to 14:00 0 0 0 0 0 0 0 0 0 0 0 0 22 1 23 721 11 732 0 0 0 0 0 0

1 0 1 0 0 0 0 0 0 0 0 0 70 1 71 2,343 21 2,364 0 0 0 0 0 0

Queens Rd

Park Rd

Park Rd

Park Rd

Qu

ee

ns

Rd

Qu

ee

ns

Rd

Approach

Time Period

Direction 2

(Through)

Total

Direction 3U

(U Turn)

Park Rd

Time Period

Total


(Left Turn)

Approach


(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Queens Rd

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

10 1

1 1

2 1

2U

4 5 6 6U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA


Location : 4. MacMahon St / Park Rd


Weather : Fine


: 15 mins Data

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6:00 to 6:15 1 0 1 15 4 19 0 0 0

6:15 to 6:30 1 0 1 35 3 38 0 0 0

6:30 to 6:45 1 0 1 30 4 34 0 0 0

6:45 to 7:00 3 0 3 60 2 62 0 0 0

7:00 to 7:15 3 0 3 69 4 73 0 0 0

7:15 to 7:30 6 0 6 79 7 86 0 0 0

7:30 to 7:45 2 0 2 107 5 112 0 0 0

7:45 to 8:00 10 0 10 143 4 147 0 0 0

8:00 to 8:15 11 1 12 150 4 154 0 0 0

8:15 to 8:30 8 0 8 128 4 132 0 0 0

8:30 to 8:45 18 0 18 137 5 142 0 0 0

8:45 to 9:00 12 0 12 124 7 131 0 0 0

76 1 77 1,077 53 1,130 0 0 0

16:00 to 16:15 22 0 22 240 4 244 0 0 0

16:15 to 16:30 18 0 18 231 6 237 0 0 0

16:30 to 16:45 17 0 17 251 6 257 0 0 0

16:45 to 17:00 9 1 10 229 3 232 0 0 0

17:00 to 17:15 7 0 7 276 7 283 0 0 0

17:15 to 17:30 7 0 7 259 3 262 0 0 0

17:30 to 17:45 7 0 7 235 7 242 0 0 0

17:45 to 18:00 8 0 8 222 3 225 0 0 0

18:00 to 18:15 5 0 5 226 4 230 0 0 0

18:15 to 18:30 11 0 11 214 4 218 0 0 0

18:30 to 18:45 16 0 16 226 7 233 0 0 0

18:45 to 19:00 14 0 14 203 10 213 0 0 0

141 1 142 2,812 64 2,876 0 0 0

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6:00 to 6:15 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0

6:15 to 6:30 0 0 0 0 0 0 0 0 0 4 1 5 0 0 0 0 0 0

6:30 to 6:45 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0

6:45 to 7:00 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0

7:00 to 7:15 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 0

7:15 to 7:30 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0

7:30 to 7:45 0 0 0 0 0 0 0 0 0 7 1 8 0 0 0 0 0 0

7:45 to 8:00 0 0 0 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0

8:00 to 8:15 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0

8:15 to 8:30 0 0 0 0 0 0 0 0 0 15 0 15 0 0 0 0 0 0

8:30 to 8:45 0 0 0 0 0 0 0 0 0 18 0 18 0 0 0 0 0 0

8:45 to 9:00 0 0 0 0 0 0 0 0 0 24 0 24 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 108 2 110 0 0 0 0 0 0

16:00 to 16:15 0 0 0 0 0 0 0 0 0 28 0 28 0 0 0 0 0 0

16:15 to 16:30 0 0 0 0 0 0 0 0 0 34 0 34 0 0 0 0 0 0

16:30 to 16:45 0 0 0 0 0 0 0 0 0 32 0 32 0 0 0 0 0 0

16:45 to 17:00 0 0 0 0 0 0 0 0 0 21 0 21 0 0 0 0 0 0

17:00 to 17:15 0 0 0 0 0 0 0 0 0 25 0 25 0 0 0 0 0 0

17:15 to 17:30 0 0 0 0 0 0 0 0 0 15 0 15 0 0 0 0 0 0

17:30 to 17:45 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 0 0 0

17:45 to 18:00 0 0 0 0 0 0 0 0 0 23 0 23 0 0 0 0 0 0

18:00 to 18:15 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0

18:15 to 18:30 0 0 0 0 0 0 0 0 0 16 0 16 0 0 0 0 0 0

18:30 to 18:45 0 0 0 0 0 0 0 0 0 30 0 30 0 0 0 0 0 0

18:45 to 19:00 0 0 0 0 0 0 0 0 0 26 1 27 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 281 1 282 0 0 0 0 0 0

Time Period

AM Totals

PM Totals


AM Totals

Approach

Direction

Time Period

Direction 2

(Through)

Park Rd

PM Totals

Approach

Direction

Park Rd

Class 2Class 1

Park Rd MacMahon St

Direction 1

(Left Turn)

Mac

Mah

on

St

Lights

Direction 3U

(U Turn)

Park Rd

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

10 1

2 1

2U

1 2 3U

9U 9 8 N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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6:00 to 7:00 6 0 6 140 13 153 0 0 0

6:15 to 7:15 8 0 8 194 13 207 0 0 0

6:30 to 7:30 13 0 13 238 17 255 0 0 0

6:45 to 7:45 14 0 14 315 18 333 0 0 0

7:00 to 8:00 21 0 21 398 20 418 0 0 0

7:15 to 8:15 29 1 30 479 20 499 0 0 0

7:30 to 8:30 31 1 32 528 17 545 0 0 0

7:45 to 8:45 47 1 48 558 17 575 0 0 0

8:00 to 9:00 49 1 50 539 20 559 0 0 0

76 1 77 1,077 53 1,130 0 0 0

16:00 to 17:00 66 1 67 951 19 970 0 0 0

16:15 to 17:15 51 1 52 987 22 1,009 0 0 0

16:30 to 17:30 40 1 41 1,015 19 1,034 0 0 0

16:45 to 17:45 30 1 31 999 20 1,019 0 0 0

17:00 to 18:00 29 0 29 992 20 1,012 0 0 0

17:15 to 18:15 27 0 27 942 17 959 0 0 0

17:30 to 18:30 31 0 31 897 18 915 0 0 0

17:45 to 18:45 40 0 40 888 18 906 0 0 0

18:00 to 19:00 46 0 46 869 25 894 0 0 0

141 1 142 2,812 64 2,876 0 0 0

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6:00 to 7:00 0 0 0 0 0 0 0 0 0 19 1 20 0 0 0 0 0 0

6:15 to 7:15 0 0 0 0 0 0 0 0 0 17 1 18 0 0 0 0 0 0

6:30 to 7:30 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 0 0 0

6:45 to 7:45 0 0 0 0 0 0 0 0 0 23 1 24 0 0 0 0 0 0

7:00 to 8:00 0 0 0 0 0 0 0 0 0 27 1 28 0 0 0 0 0 0

7:15 to 8:15 0 0 0 0 0 0 0 0 0 28 1 29 0 0 0 0 0 0

7:30 to 8:30 0 0 0 0 0 0 0 0 0 37 1 38 0 0 0 0 0 0

7:45 to 8:45 0 0 0 0 0 0 0 0 0 48 0 48 0 0 0 0 0 0

8:00 to 9:00 0 0 0 0 0 0 0 0 0 62 0 62 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 108 2 110 0 0 0 0 0 0

16:00 to 17:00 0 0 0 0 0 0 0 0 0 115 0 115 0 0 0 0 0 0

16:15 to 17:15 0 0 0 0 0 0 0 0 0 112 0 112 0 0 0 0 0 0

16:30 to 17:30 0 0 0 0 0 0 0 0 0 93 0 93 0 0 0 0 0 0

16:45 to 17:45 0 0 0 0 0 0 0 0 0 80 0 80 0 0 0 0 0 0

17:00 to 18:00 0 0 0 0 0 0 0 0 0 82 0 82 0 0 0 0 0 0

17:15 to 18:15 0 0 0 0 0 0 0 0 0 69 0 69 0 0 0 0 0 0

17:30 to 18:30 0 0 0 0 0 0 0 0 0 70 0 70 0 0 0 0 0 0

17:45 to 18:45 0 0 0 0 0 0 0 0 0 81 0 81 0 0 0 0 0 0

18:00 to 19:00 0 0 0 0 0 0 0 0 0 84 1 85 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 281 1 282 0 0 0 0 0 0

Time Period

AM Totals

PM Totals


(Through)

Approach

Direction

Approach

Time Period

Direction 2

(Through)

AM Totals

PM Totals

Park Rd

Park Rd

Park Rd

Mac

Mah

on

St

Direction 1

(Left Turn)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

MacMahon St

Direction 10

(Left Turn)

Direction 3U

(U Turn)

Park Rd

10 1

2 1

2U

1 2 3U

9U 9 8 N

Job No. : N2156

Client : GTA




Weather : Fine


: 15 mins Data

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11:00 to 11:15 22 0 22 229 2 231 0 0 0

11:15 to 11:30 19 0 19 285 4 289 0 0 0

11:30 to 11:45 16 0 16 263 3 266 0 0 0

11:45 to 12:00 17 0 17 235 4 239 0 0 0

12:00 to 12:15 17 0 17 265 0 265 0 0 0

12:15 to 12:30 15 0 15 249 4 253 0 0 0

12:30 to 12:45 12 0 12 212 3 215 0 0 0

12:45 to 13:00 11 0 11 238 3 241 0 0 0

13:00 to 13:15 17 0 17 250 6 256 0 0 0

13:15 to 13:30 21 0 21 270 3 273 0 0 0

13:30 to 13:45 20 0 20 286 2 288 0 0 0

13:45 to 14:00 12 0 12 265 5 270 0 0 0

199 0 199 3,047 39 3,086 0 0 0

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11:00 to 11:15 0 0 0 0 0 0 0 0 0 23 0 23 0 0 0 0 0 0

11:15 to 11:30 0 0 0 0 0 0 0 0 0 32 0 32 0 0 0 0 0 0

11:30 to 11:45 0 0 0 0 0 0 0 0 0 27 0 27 0 0 0 0 0 0

11:45 to 12:00 0 0 0 0 0 0 0 0 0 25 0 25 0 0 0 0 0 0

12:00 to 12:15 0 0 0 0 0 0 0 0 0 19 1 20 0 0 0 0 0 0

12:15 to 12:30 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 0 0 0

12:30 to 12:45 0 0 0 0 0 0 0 0 0 16 0 16 0 0 0 0 0 0

12:45 to 13:00 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 0 0 0

13:00 to 13:15 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 0 0 0

13:15 to 13:30 0 0 0 0 0 0 0 0 0 31 0 31 0 0 0 0 0 0

13:30 to 13:45 0 0 0 0 0 0 0 0 0 24 0 24 0 0 0 0 0 0

13:45 to 14:00 0 0 0 0 0 0 0 0 0 20 0 20 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 274 1 275 0 0 0 0 0 0

Class 1

Park Rd MacMahon St

Direction 1

(Left Turn)

Lights

Direction 3U

(U Turn)

Heavies

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Time Period

Total

Park Rd

Class 2

Mac

Mah

on

St

Park Rd

Classifications

Total

Approach

Direction

Time Period

Direction 2

(Through)

Park Rd

Approach

Direction

10 1

2 1

2U

1 2 3U

9U 9 8 N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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11:00 to 12:00 74 0 74 1,012 13 1,025 0 0 0

11:15 to 12:15 69 0 69 1,048 11 1,059 0 0 0

11:30 to 12:30 65 0 65 1,012 11 1,023 0 0 0

11:45 to 12:45 61 0 61 961 11 972 0 0 0

12:00 to 13:00 55 0 55 964 10 974 0 0 0

12:15 to 13:15 55 0 55 949 16 965 0 0 0

12:30 to 13:30 61 0 61 970 15 985 0 0 0

12:45 to 13:45 69 0 69 1,044 14 1,058 0 0 0

13:00 to 14:00 70 0 70 1,071 16 1,087 0 0 0

199 0 199 3,047 39 3,086 0 0 0

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11:00 to 12:00 0 0 0 0 0 0 0 0 0 107 0 107 0 0 0 0 0 0

11:15 to 12:15 0 0 0 0 0 0 0 0 0 103 1 104 0 0 0 0 0 0

11:30 to 12:30 0 0 0 0 0 0 0 0 0 90 1 91 0 0 0 0 0 0

11:45 to 12:45 0 0 0 0 0 0 0 0 0 79 1 80 0 0 0 0 0 0

12:00 to 13:00 0 0 0 0 0 0 0 0 0 73 1 74 0 0 0 0 0 0

12:15 to 13:15 0 0 0 0 0 0 0 0 0 73 0 73 0 0 0 0 0 0

12:30 to 13:30 0 0 0 0 0 0 0 0 0 85 0 85 0 0 0 0 0 0

12:45 to 13:45 0 0 0 0 0 0 0 0 0 93 0 93 0 0 0 0 0 0

13:00 to 14:00 0 0 0 0 0 0 0 0 0 94 0 94 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 274 1 275 0 0 0 0 0 0

Direction 1

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

MacMahon St

Park Rd

Park Rd

Mac

Mah

on

St

Park Rd

Direction 10

(Left Turn)

Approach

Time Period

Direction 2

(Through)

Total

Time Period

Total

Direction

Approach

DirectionDirection 3U

(U Turn)

Park Rd

10 1

2 1

2U

1 2 3U

9U 9 8 N

Job No. : N2156

Client : GTA


Location : 3. Dora St / MacMahon St / Barratt St


Weather : Fine


: 15 mins Data

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6:00 to 6:15 2 0 2 7 2 9 0 1 1 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0

6:15 to 6:30 2 0 2 8 2 10 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:30 to 6:45 2 0 2 12 4 16 1 0 1 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0

6:45 to 7:00 7 0 7 17 3 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 to 7:15 3 0 3 10 3 13 2 0 2 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0

7:15 to 7:30 1 3 4 26 1 27 1 0 1 0 0 0 3 0 3 3 0 3 1 0 1 0 0 0

7:30 to 7:45 11 1 12 26 3 29 2 0 2 0 0 0 1 0 1 1 0 1 0 0 0 0 0 0

7:45 to 8:00 12 0 12 33 4 37 2 0 2 0 0 0 4 0 4 2 0 2 1 0 1 0 0 0

8:00 to 8:15 12 1 13 39 4 43 2 0 2 0 0 0 3 0 3 1 0 1 1 1 2 0 0 0

8:15 to 8:30 12 3 15 25 0 25 2 0 2 0 0 0 1 0 1 2 0 2 3 1 4 0 0 0

8:30 to 8:45 5 0 5 34 5 39 3 0 3 0 0 0 2 0 2 0 0 0 2 0 2 0 0 0

8:45 to 9:00 9 1 10 29 1 30 5 1 6 0 0 0 0 0 0 3 0 3 6 0 6 0 0 0

78 9 87 266 32 298 21 2 23 0 0 0 14 0 14 15 1 16 14 2 16 0 0 0

16:00 to 16:15 7 0 7 58 5 63 0 0 0 0 0 0 5 0 5 5 0 5 9 0 9 0 0 0

16:15 to 16:30 11 0 11 61 3 64 3 0 3 0 0 0 8 0 8 4 0 4 5 0 5 0 0 0

16:30 to 16:45 12 0 12 66 3 69 2 0 2 0 0 0 4 0 4 3 0 3 5 1 6 0 0 0

16:45 to 17:00 12 0 12 56 3 59 2 0 2 0 0 0 5 0 5 4 0 4 6 0 6 0 0 0

17:00 to 17:15 8 0 8 60 4 64 3 0 3 0 0 0 2 0 2 7 0 7 8 0 8 0 0 0

17:15 to 17:30 11 0 11 62 2 64 1 0 1 0 0 0 2 0 2 5 0 5 3 0 3 0 0 0

17:30 to 17:45 14 0 14 58 4 62 3 0 3 0 0 0 3 0 3 3 0 3 7 0 7 0 0 0

17:45 to 18:00 21 0 21 65 0 65 1 0 1 0 0 0 0 0 0 6 0 6 2 0 2 0 0 0

18:00 to 18:15 16 0 16 68 3 71 3 0 3 0 0 0 2 0 2 3 0 3 2 0 2 0 0 0

18:15 to 18:30 17 0 17 63 1 64 4 1 5 0 0 0 1 0 1 6 0 6 9 0 9 0 0 0

18:30 to 18:45 21 0 21 78 1 79 1 0 1 0 0 0 2 0 2 7 1 8 5 0 5 0 0 0

18:45 to 19:00 18 0 18 53 2 55 1 0 1 0 0 0 2 0 2 2 0 2 9 0 9 0 0 0

168 0 168 748 31 779 24 1 25 0 0 0 36 0 36 55 1 56 70 1 71 0 0 0

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6:00 to 6:15 4 0 4 3 3 6 10 1 11 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0

6:15 to 6:30 1 0 1 5 3 8 12 4 16 0 1 1 1 8 9 1 0 1 0 0 0 0 0 0

6:30 to 6:45 2 0 2 5 4 9 14 0 14 1 0 1 3 4 7 0 0 0 0 0 0 0 0 0

6:45 to 7:00 6 1 7 10 2 12 25 2 27 0 0 0 2 7 9 1 0 1 0 0 0 0 0 0

7:00 to 7:15 5 0 5 3 3 6 23 1 24 0 0 0 5 6 11 0 0 0 0 0 0 0 0 0

7:15 to 7:30 6 0 6 8 4 12 29 2 31 0 0 0 6 7 13 3 1 4 1 0 1 0 0 0

7:30 to 7:45 12 0 12 13 5 18 35 1 36 0 0 0 7 4 11 1 0 1 1 0 1 0 0 0

7:45 to 8:00 15 0 15 18 3 21 37 1 38 0 0 0 10 6 16 6 0 6 2 0 2 0 0 0

8:00 to 8:15 14 0 14 20 4 24 32 1 33 0 0 0 12 5 17 1 0 1 3 0 3 0 0 0

8:15 to 8:30 21 0 21 21 1 22 20 1 21 0 0 0 11 8 19 2 0 2 0 0 0 0 0 0

8:30 to 8:45 34 0 34 21 4 25 24 2 26 0 0 0 4 3 7 9 0 9 0 0 0 0 0 0

8:45 to 9:00 44 0 44 27 4 31 14 0 14 0 0 0 4 5 9 2 0 2 0 0 0 0 0 0

164 1 165 154 40 194 275 16 291 1 1 2 65 66 131 26 1 27 7 0 7 0 0 0

16:00 to 16:15 15 0 15 17 4 21 16 0 16 0 0 0 11 5 16 2 0 2 2 0 2 0 0 0

16:15 to 16:30 10 0 10 13 3 16 18 3 21 0 0 0 15 7 22 6 0 6 0 0 0 0 0 0

16:30 to 16:45 14 0 14 14 3 17 18 0 18 0 0 0 12 3 15 4 0 4 0 0 0 0 0 0

16:45 to 17:00 14 0 14 11 5 16 10 3 13 0 0 0 16 7 23 1 0 1 0 0 0 0 0 0

17:00 to 17:15 6 0 6 10 1 11 17 5 22 0 0 0 12 4 16 0 0 0 0 0 0 0 0 0

17:15 to 17:30 9 0 9 21 2 23 16 1 17 0 0 0 13 7 20 4 0 4 2 0 2 0 0 0

17:30 to 17:45 11 0 11 14 2 16 16 0 16 0 0 0 14 5 19 4 0 4 1 0 1 0 0 0

17:45 to 18:00 16 0 16 17 4 21 21 2 23 0 0 0 13 7 20 2 0 2 0 0 0 0 0 0

18:00 to 18:15 12 0 12 10 1 11 23 1 24 0 0 0 10 5 15 4 0 4 1 0 1 0 0 0

18:15 to 18:30 11 0 11 17 4 21 26 0 26 0 0 0 19 4 23 2 0 2 7 0 7 0 0 0

18:30 to 18:45 15 0 15 11 2 13 12 2 14 0 0 0 10 5 15 4 0 4 2 0 2 0 0 0

18:45 to 19:00 10 1 11 7 6 13 21 2 23 1 0 1 16 1 17 5 0 5 3 0 3 0 0 0

143 1 144 162 37 199 214 19 233 1 0 1 161 60 221 38 0 38 18 0 18 0 0 0

Direction

Time Period

AM Totals

PM Totals

Direction 1

(Left Turn)


AM Totals

Approach

Direction

Time Period

Direction 2

(Through)

Barratt St

PM Totals

Approach

Direction 5

(Through)

Barratt St

Dora St

Class 2Class 1

Mac

Mah

on

St

Dora St MacMahon St

MacMahon St

Mac

Mah

on

St

Lights

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

10 1

1 1

2 1

2U

4 5

6

6

U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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6:00 to 7:00 13 0 13 44 11 55 2 1 3 0 0 0 0 0 0 2 1 3 0 0 0 0 0 0

6:15 to 7:15 14 0 14 47 12 59 4 0 4 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0

6:30 to 7:30 13 3 16 65 11 76 4 0 4 0 0 0 3 0 3 5 0 5 1 0 1 0 0 0

6:45 to 7:45 22 4 26 79 10 89 5 0 5 0 0 0 4 0 4 5 0 5 1 0 1 0 0 0

7:00 to 8:00 27 4 31 95 11 106 7 0 7 0 0 0 8 0 8 7 0 7 2 0 2 0 0 0

7:15 to 8:15 36 5 41 124 12 136 7 0 7 0 0 0 11 0 11 7 0 7 3 1 4 0 0 0

7:30 to 8:30 47 5 52 123 11 134 8 0 8 0 0 0 9 0 9 6 0 6 5 2 7 0 0 0

7:45 to 8:45 41 4 45 131 13 144 9 0 9 0 0 0 10 0 10 5 0 5 7 2 9 0 0 0

8:00 to 9:00 38 5 43 127 10 137 12 1 13 0 0 0 6 0 6 6 0 6 12 2 14 0 0 0

78 9 87 266 32 298 21 2 23 0 0 0 14 0 14 15 1 16 14 2 16 0 0 0

16:00 to 17:00 42 0 42 241 14 255 7 0 7 0 0 0 22 0 22 16 0 16 25 1 26 0 0 0

16:15 to 17:15 43 0 43 243 13 256 10 0 10 0 0 0 19 0 19 18 0 18 24 1 25 0 0 0

16:30 to 17:30 43 0 43 244 12 256 8 0 8 0 0 0 13 0 13 19 0 19 22 1 23 0 0 0

16:45 to 17:45 45 0 45 236 13 249 9 0 9 0 0 0 12 0 12 19 0 19 24 0 24 0 0 0

17:00 to 18:00 54 0 54 245 10 255 8 0 8 0 0 0 7 0 7 21 0 21 20 0 20 0 0 0

17:15 to 18:15 62 0 62 253 9 262 8 0 8 0 0 0 7 0 7 17 0 17 14 0 14 0 0 0

17:30 to 18:30 68 0 68 254 8 262 11 1 12 0 0 0 6 0 6 18 0 18 20 0 20 0 0 0

17:45 to 18:45 75 0 75 274 5 279 9 1 10 0 0 0 5 0 5 22 1 23 18 0 18 0 0 0

18:00 to 19:00 72 0 72 262 7 269 9 1 10 0 0 0 7 0 7 18 1 19 25 0 25 0 0 0

168 0 168 748 31 779 24 1 25 0 0 0 36 0 36 55 1 56 70 1 71 0 0 0

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6:00 to 7:00 13 1 14 23 12 35 61 7 68 1 1 2 6 22 28 2 0 2 0 0 0 0 0 0

6:15 to 7:15 14 1 15 23 12 35 74 7 81 1 1 2 11 25 36 2 0 2 0 0 0 0 0 0

6:30 to 7:30 19 1 20 26 13 39 91 5 96 1 0 1 16 24 40 4 1 5 1 0 1 0 0 0

6:45 to 7:45 29 1 30 34 14 48 112 6 118 0 0 0 20 24 44 5 1 6 2 0 2 0 0 0

7:00 to 8:00 38 0 38 42 15 57 124 5 129 0 0 0 28 23 51 10 1 11 4 0 4 0 0 0

7:15 to 8:15 47 0 47 59 16 75 133 5 138 0 0 0 35 22 57 11 1 12 7 0 7 0 0 0

7:30 to 8:30 62 0 62 72 13 85 124 4 128 0 0 0 40 23 63 10 0 10 6 0 6 0 0 0

7:45 to 8:45 84 0 84 80 12 92 113 5 118 0 0 0 37 22 59 18 0 18 5 0 5 0 0 0

8:00 to 9:00 113 0 113 89 13 102 90 4 94 0 0 0 31 21 52 14 0 14 3 0 3 0 0 0

164 1 165 154 40 194 275 16 291 1 1 2 65 66 131 26 1 27 7 0 7 0 0 0

16:00 to 17:00 53 0 53 55 15 70 62 6 68 0 0 0 54 22 76 13 0 13 2 0 2 0 0 0

16:15 to 17:15 44 0 44 48 12 60 63 11 74 0 0 0 55 21 76 11 0 11 0 0 0 0 0 0

16:30 to 17:30 43 0 43 56 11 67 61 9 70 0 0 0 53 21 74 9 0 9 2 0 2 0 0 0

16:45 to 17:45 40 0 40 56 10 66 59 9 68 0 0 0 55 23 78 9 0 9 3 0 3 0 0 0

17:00 to 18:00 42 0 42 62 9 71 70 8 78 0 0 0 52 23 75 10 0 10 3 0 3 0 0 0

17:15 to 18:15 48 0 48 62 9 71 76 4 80 0 0 0 50 24 74 14 0 14 4 0 4 0 0 0

17:30 to 18:30 50 0 50 58 11 69 86 3 89 0 0 0 56 21 77 12 0 12 9 0 9 0 0 0

17:45 to 18:45 54 0 54 55 11 66 82 5 87 0 0 0 52 21 73 12 0 12 10 0 10 0 0 0

18:00 to 19:00 48 1 49 45 13 58 82 5 87 1 0 1 55 15 70 15 0 15 13 0 13 0 0 0

143 1 144 162 37 199 214 19 233 1 0 1 161 60 221 38 0 38 18 0 18 0 0 0

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

MacMahon St

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 3U

(U Turn)

Dora St

Time Period

AM Totals

PM Totals


(Left Turn)

Approach

Direction

Approach

Time Period

Direction 2

(Through)

AM Totals

PM Totals

Direction 1

(Left Turn)

MacMahon St

Dora St

Barratt St

Barratt St

Mac

Mah

on

St

Mac

Mah

on

St 1

0 1

1 1

2 1

2U

4 5

6

6

U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: 15 mins Data

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11:00 to 11:15 22 0 22 62 0 62 1 0 1 0 0 0 2 0 2 8 0 8 5 0 5 0 0 0

11:15 to 11:30 16 0 16 76 3 79 1 0 1 0 0 0 6 0 6 6 0 6 6 0 6 0 0 0

11:30 to 11:45 25 0 25 66 2 68 4 0 4 0 0 0 5 0 5 8 0 8 10 0 10 1 0 1

11:45 to 12:00 13 0 13 70 1 71 3 0 3 0 0 0 2 0 2 5 0 5 11 0 11 0 0 0

12:00 to 12:15 19 0 19 47 1 48 5 0 5 0 0 0 6 0 6 10 0 10 8 0 8 0 0 0

12:15 to 12:30 15 0 15 67 0 67 4 0 4 0 0 0 5 0 5 6 0 6 12 0 12 1 0 1

12:30 to 12:45 22 0 22 64 2 66 2 0 2 0 0 0 3 0 3 6 0 6 8 0 8 0 0 0

12:45 to 13:00 25 0 25 64 1 65 2 0 2 0 0 0 3 0 3 13 0 13 2 0 2 0 0 0

13:00 to 13:15 26 0 26 64 1 65 2 0 2 0 0 0 2 0 2 5 0 5 7 0 7 0 0 0

13:15 to 13:30 12 0 12 69 3 72 5 0 5 0 0 0 5 0 5 5 0 5 11 0 11 0 0 0

13:30 to 13:45 26 0 26 70 2 72 8 0 8 0 0 0 6 0 6 5 0 5 5 0 5 0 0 0

13:45 to 14:00 18 0 18 78 1 79 4 0 4 0 0 0 4 0 4 7 0 7 11 0 11 0 0 0

239 0 239 797 17 814 41 0 41 0 0 0 49 0 49 84 0 84 96 0 96 2 0 2

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11:00 to 11:15 15 0 15 24 0 24 21 2 23 0 0 0 19 4 23 2 0 2 2 0 2 0 0 0

11:15 to 11:30 36 0 36 15 3 18 11 1 12 0 0 0 16 2 18 5 0 5 3 0 3 0 0 0

11:30 to 11:45 9 0 9 12 1 13 11 1 12 0 0 0 15 3 18 8 0 8 5 0 5 0 0 0

11:45 to 12:00 17 0 17 19 4 23 14 1 15 0 0 0 14 5 19 13 0 13 6 0 6 0 0 0

12:00 to 12:15 13 1 14 15 2 17 16 1 17 0 0 0 17 3 20 5 0 5 1 0 1 0 0 0

12:15 to 12:30 16 0 16 12 1 13 14 0 14 0 0 0 12 4 16 5 0 5 1 0 1 0 0 0

12:30 to 12:45 12 0 12 12 2 14 7 2 9 0 0 0 11 3 14 4 0 4 3 0 3 0 0 0

12:45 to 13:00 11 0 11 14 2 16 14 2 16 0 0 0 13 3 16 6 0 6 3 0 3 0 0 0

13:00 to 13:15 18 0 18 12 2 14 16 0 16 0 0 0 10 5 15 3 0 3 1 0 1 0 0 0

13:15 to 13:30 26 0 26 12 2 14 9 1 10 0 0 0 13 1 14 3 0 3 4 0 4 0 0 0

13:30 to 13:45 13 0 13 18 0 18 11 1 12 0 0 0 8 4 12 3 0 3 3 0 3 0 0 0

13:45 to 14:00 11 0 11 8 3 11 21 2 23 0 0 0 10 4 14 5 0 5 1 0 1 0 0 0

197 1 198 173 22 195 165 14 179 0 0 0 158 41 199 62 0 62 33 0 33 0 0 0

Mac

Mah

on

St

Lights

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 7

(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

Direction 6U

(U Turn)

Direction 3

(Right Turn)

Direction 3U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

Barratt St

Dora St

Class 2Class 1

Mac

Mah

on

St

Dora St MacMahon St

MacMahon St

Direction 1

(Left Turn)

Direction 6

(Right Turn)


Total

Approach

Direction

Time Period

Direction 2

(Through)

Barratt St

Approach

Direction

Time Period

Total

10 1

1 1

2 1

2U

4

5

6

6U

1 2 3 3U

9U 9 8 7N

Job No. : N2156

Client : GTA




Weather : Fine


: Hourly Summary

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11:00 to 12:00 76 0 76 274 6 280 9 0 9 0 0 0 15 0 15 27 0 27 32 0 32 1 0 1

11:15 to 12:15 73 0 73 259 7 266 13 0 13 0 0 0 19 0 19 29 0 29 35 0 35 1 0 1

11:30 to 12:30 72 0 72 250 4 254 16 0 16 0 0 0 18 0 18 29 0 29 41 0 41 2 0 2

11:45 to 12:45 69 0 69 248 4 252 14 0 14 0 0 0 16 0 16 27 0 27 39 0 39 1 0 1

12:00 to 13:00 81 0 81 242 4 246 13 0 13 0 0 0 17 0 17 35 0 35 30 0 30 1 0 1

12:15 to 13:15 88 0 88 259 4 263 10 0 10 0 0 0 13 0 13 30 0 30 29 0 29 1 0 1

12:30 to 13:30 85 0 85 261 7 268 11 0 11 0 0 0 13 0 13 29 0 29 28 0 28 0 0 0

12:45 to 13:45 89 0 89 267 7 274 17 0 17 0 0 0 16 0 16 28 0 28 25 0 25 0 0 0

13:00 to 14:00 82 0 82 281 7 288 19 0 19 0 0 0 17 0 17 22 0 22 34 0 34 0 0 0

239 0 239 797 17 814 41 0 41 0 0 0 49 0 49 84 0 84 96 0 96 2 0 2

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11:00 to 12:00 77 0 77 70 8 78 57 5 62 0 0 0 64 14 78 28 0 28 16 0 16 0 0 0

11:15 to 12:15 75 1 76 61 10 71 52 4 56 0 0 0 62 13 75 31 0 31 15 0 15 0 0 0

11:30 to 12:30 55 1 56 58 8 66 55 3 58 0 0 0 58 15 73 31 0 31 13 0 13 0 0 0

11:45 to 12:45 58 1 59 58 9 67 51 4 55 0 0 0 54 15 69 27 0 27 11 0 11 0 0 0

12:00 to 13:00 52 1 53 53 7 60 51 5 56 0 0 0 53 13 66 20 0 20 8 0 8 0 0 0

12:15 to 13:15 57 0 57 50 7 57 51 4 55 0 0 0 46 15 61 18 0 18 8 0 8 0 0 0

12:30 to 13:30 67 0 67 50 8 58 46 5 51 0 0 0 47 12 59 16 0 16 11 0 11 0 0 0

12:45 to 13:45 68 0 68 56 6 62 50 4 54 0 0 0 44 13 57 15 0 15 11 0 11 0 0 0

13:00 to 14:00 68 0 68 50 7 57 57 4 61 0 0 0 41 14 55 14 0 14 9 0 9 0 0 0

197 1 198 173 22 195 165 14 179 0 0 0 158 41 199 62 0 62 33 0 33 0 0 0

MacMahon St

Dora St

Barratt St

Barratt St

Mac

Mah

on

St

Mac

Mah

on

St

Approach

Time Period

Direction 2

(Through)

Total

Direction 3U

(U Turn)

Dora St

Time Period

Total


(Left Turn)

Approach


(Left Turn)

Direction 8

(Through)

Direction 9

(Right Turn)

Direction 9U

(U Turn)

Direction 3

(Right Turn)

Direction 12

(Right Turn)

Direction 12U

(U Turn)

Direction 4

(Left Turn)

Direction 5

(Through)

MacMahon St

Direction 6

(Right Turn)

Direction 6U

(U Turn)

Direction 10

(Left Turn)

Direction 11

(Through)

10 1

1 1

2 1

2U

4

5

6

6U

1 2 3 3U

9U 9 8 7N

16S1325000 // 10/06/16



Appendix C

SIDRA INTERSECTION Results

Ap

pe

nd

ix C

MOVEMENT SUMMARY

Site: Queens Rd and Dora St Thurs AM

Signals - Fixed Time Coordinated Cycle Time = 100 seconds (User-Given Cycle Time)

Movement Performance - Vehicles

Demand Flows 95% Back of QueueMovID

ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m per veh km/hSouthEast: Dora Street

1 L2 108 25.2 0.457 48.2 LOS D 5.0 42.7 0.96 0.78 15.9

2 T1 111 5.7 0.396 40.0 LOS C 5.3 40.0 0.93 0.75 28.7

3 R2 9 44.4 0.396 44.9 LOS D 5.3 40.0 0.93 0.75 21.2

Approach 228 16.6 0.457 44.1 LOS D 5.3 42.7 0.94 0.76 23.1

NorthEast: Queens Rd

4 L2 112 13.2 0.097 11.8 LOS A 1.9 14.7 0.37 0.67 38.0

5 T1 539 1.8 0.203 0.4 LOS A 0.3 2.3 0.03 0.02 58.8

6 R2 208 2.5 0.616 13.3 LOS A 3.7 26.6 0.63 0.75 40.9

Approach 859 3.4 0.616 5.0 LOS A 3.7 26.6 0.22 0.28 46.7

NorthWest: Dora Street

7 L2 118 1.8 0.280 34.7 LOS C 4.5 32.0 0.86 0.76 30.0

8 T1 97 2.2 0.611 46.5 LOS D 6.5 46.6 0.99 0.81 26.5

9 R2 38 2.8 0.611 51.1 LOS D 6.5 46.6 0.99 0.81 19.8

Approach 253 2.1 0.611 41.7 LOS C 6.5 46.6 0.93 0.79 26.8

SouthWest: Queens Road

10 L2 68 1.5 0.603 8.9 LOS A 6.5 45.9 0.22 0.25 45.8

11 T1 1224 1.5 0.603 3.0 LOS A 6.5 45.9 0.19 0.20 50.7

12 R2 107 2.0 0.241 17.4 LOS B 2.7 19.3 0.54 0.72 28.9

Approach 1400 1.5 0.603 4.4 LOS A 6.5 45.9 0.22 0.24 47.4

All Vehicles 2740 3.4 0.616 11.3 LOS A 6.5 46.6 0.35 0.35 38.0

Level of Service (LOS) Method: Delay (RTA NSW).

Vehicle movement LOS values are based on average delay per movement

Intersection and Approach LOS values are based on average delay for all vehicle movements.

SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.

Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

The results of iterative calculations indicate a somewhat unstable solution. See the Diagnostics section in the Detailed Output report.

Movement Performance - Pedestrians

Average Back of QueueMovID Description

DemandFlow

AverageDelay

Level ofService

Prop. Queued

Effective Stop RatePedestrian Distance

ped/h sec ped m per ped

P1 SouthEast Full Crossing 53 8.0 LOS A 0.1 0.1 0.40 0.40

P2 NorthEast Full Crossing 53 44.3 LOS E 0.1 0.1 0.94 0.94

P3 NorthWest Full Crossing 53 14.6 LOS B 0.1 0.1 0.54 0.54

P4 SouthWest Full Crossing 53 44.3 LOS E 0.1 0.1 0.94 0.94

All Pedestrians 211 27.8 LOS C 0.71 0.71

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)

Pedestrian movement LOS values are based on average delay per pedestrian movement.

Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Tuesday, 8 March 2016 1:45:11 PMProject: P:\16S1300-1399\16S1325000 Hurstville Civic Precinct TIA\Modelling\160308sid-16S1325000 Existing Conditions.sip6

MOVEMENT SUMMARY

Site: Queens Rd and Dora St Thurs PM




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 231 12.3 0.486 34.5 LOS C 9.3 71.9 0.89 0.80 19.6

2 T1 131 5.6 0.453 39.0 LOS C 7.5 55.3 0.92 0.76 28.8

3 R2 36 5.9 0.453 43.6 LOS D 7.5 55.3 0.92 0.76 22.6

Approach 397 9.5 0.486 36.8 LOS C 9.3 71.9 0.90 0.78 23.8


4 L2 97 16.3 0.116 20.8 LOS B 2.6 20.9 0.56 0.71 31.3

5 T1 1006 0.9 0.503 4.6 LOS A 5.8 40.7 0.24 0.22 47.7

6 R2 197 0.0 0.325 15.4 LOS B 4.2 29.4 0.61 0.73 39.6

Approach 1300 1.9 0.503 7.4 LOS A 5.8 40.7 0.32 0.33 43.1


7 L2 88 0.0 0.145 25.1 LOS B 3.0 20.9 0.71 0.71 34.0

8 T1 53 4.0 0.469 41.3 LOS C 5.4 38.9 0.92 0.77 27.5

9 R2 66 1.6 0.469 48.4 LOS D 5.4 38.9 0.95 0.78 20.0

Approach 207 1.5 0.469 36.6 LOS C 5.4 38.9 0.84 0.75 27.0


10 L2 32 3.3 0.420 18.9 LOS B 7.8 56.4 0.50 0.46 37.8

11 T1 580 3.1 0.420 13.1 LOS A 7.8 56.4 0.48 0.42 34.3

12 R2 47 4.4 0.150 15.3 LOS B 1.0 7.1 0.58 0.68 30.5

Approach 659 3.2 0.420 13.5 LOS A 7.8 56.4 0.49 0.44 34.2

All Vehicles 2563 3.4 0.503 15.9 LOS B 9.3 71.9 0.50 0.46 33.5









DemandFlow

AverageDelay

Level ofService

Prop. Queued



P1 SouthEast Full Crossing 53 17.2 LOS B 0.1 0.1 0.57 0.57


P3 NorthWest Full Crossing 53 24.7 LOS C 0.1 0.1 0.69 0.69


All Pedestrians 211 31.1 LOS D 0.76 0.76





MOVEMENT SUMMARY

Site: Queens Rd and Dora St Sat




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 264 6.0 0.470 31.7 LOS C 10.2 75.4 0.85 0.79 20.6

2 T1 108 3.9 0.441 41.4 LOS C 6.6 48.2 0.93 0.76 28.0

3 R2 35 6.1 0.441 46.0 LOS D 6.6 48.2 0.93 0.76 21.9

Approach 407 5.4 0.470 35.5 LOS C 10.2 75.4 0.88 0.78 23.5


4 L2 81 15.6 0.105 23.0 LOS B 2.3 18.5 0.60 0.71 30.0

5 T1 680 1.2 0.368 6.7 LOS A 4.7 33.0 0.29 0.25 43.6

6 R2 179 0.0 0.337 14.0 LOS A 3.5 24.7 0.56 0.72 40.4

Approach 940 2.2 0.368 9.5 LOS A 4.7 33.0 0.37 0.38 40.7


7 L2 108 1.0 0.187 28.9 LOS C 3.8 26.6 0.76 0.73 32.3

8 T1 49 4.3 0.429 46.0 LOS D 4.5 32.2 0.96 0.77 26.4

9 R2 43 0.0 0.429 50.6 LOS D 4.5 32.2 0.96 0.77 19.7

Approach 201 1.6 0.429 37.8 LOS C 4.5 32.2 0.85 0.75 27.4


10 L2 65 0.0 0.424 14.0 LOS A 7.0 49.3 0.37 0.39 41.1

11 T1 702 0.7 0.424 7.8 LOS A 7.0 49.3 0.34 0.32 41.1

12 R2 82 0.0 0.150 12.7 LOS A 1.5 10.6 0.49 0.68 32.8

Approach 849 0.6 0.424 8.7 LOS A 7.0 49.3 0.35 0.36 40.1










DemandFlow

AverageDelay

Level ofService

Prop. Queued







All Pedestrians 211 31.8 LOS D 0.76 0.76





MOVEMENT SUMMARY

Site: Queens Rd and Park Rd Thurs AM

Signals - Fixed Time Coordinated Cycle Time = 100 seconds (User-Given Cycle Time)Variable Sequence Analysis applied. The results are given for the selected output sequence.



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate


veh/h % v/c sec veh m per veh km/hSouthEast: Park Road

1 L2 143 4.4 0.241 30.8 LOS C 5.1 36.9 0.77 0.75 27.1

2 T1 318 0.0 0.713 37.2 LOS C 15.3 107.7 0.93 0.82 30.1

3 R2 196 6.5 0.713 51.2 LOS D 15.3 107.7 0.99 0.85 17.0

Approach 657 2.9 0.713 40.0 LOS C 15.3 107.7 0.91 0.81 25.9

NorthEast: Queens Road

5 T1 708 3.0 0.693 6.4 LOS A 11.0 78.7 0.38 0.35 44.6

6 R2 104 1.0 0.693 35.7 LOS C 6.0 42.2 0.84 0.86 27.8

Approach 813 2.7 0.693 10.2 LOS A 11.0 78.7 0.44 0.41 39.4


10 L2 142 0.0 0.686 13.8 LOS A 13.4 94.9 0.45 0.48 43.7

11 T1 1195 1.9 0.686 6.6 LOS A 13.4 94.9 0.40 0.39 43.6

Approach 1337 1.7 0.686 7.4 LOS A 13.4 94.9 0.40 0.40 43.7










DemandFlow

AverageDelay

Level ofService

Prop. Queued




P2 NorthEast Full Crossing 53 28.2 LOS C 0.1 0.1 0.75 0.75


P4 SouthWest Full Crossing 53 28.2 LOS C 0.1 0.1 0.75 0.75






MOVEMENT SUMMARY

Site: Queens Rd and Park Rd Thurs PM




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 477 1.8 0.593 28.6 LOS C 18.5 131.3 0.81 0.82 28.1

2 T1 366 0.0 0.669 30.4 LOS C 17.5 123.4 0.85 0.75 32.3

3 R2 360 4.1 0.669 42.1 LOS C 17.5 123.4 0.94 0.82 19.2

Approach 1203 1.9 0.669 33.2 LOS C 18.5 131.3 0.86 0.80 27.1


5 T1 842 2.6 0.660 15.4 LOS B 14.9 106.8 0.64 0.57 32.8

6 R2 60 1.8 0.660 23.7 LOS B 12.7 90.5 0.69 0.64 34.6

Approach 902 2.6 0.660 15.9 LOS B 14.9 106.8 0.64 0.58 33.0


10 L2 37 0.0 0.485 19.0 LOS B 9.4 66.5 0.52 0.48 40.7

11 T1 732 1.4 0.485 12.9 LOS A 9.4 66.5 0.50 0.45 35.5

Approach 768 1.4 0.485 13.2 LOS A 9.4 66.5 0.50 0.45 36.0










DemandFlow

AverageDelay

Level ofService

Prop. Queued



P1 SouthEast Full Crossing 53 22.1 LOS C 0.1 0.1 0.65 0.65

P2 NorthEast Full Crossing 53 21.4 LOS C 0.1 0.1 0.64 0.64


P4 SouthWest Full Crossing 53 21.4 LOS C 0.1 0.1 0.64 0.64






MOVEMENT SUMMARY

Site: Queens Rd and Park Rd Sat




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 457 0.9 0.510 24.3 LOS B 15.9 112.0 0.73 0.79 30.2

2 T1 337 0.0 0.636 28.4 LOS B 16.9 118.8 0.82 0.74 33.0

3 R2 435 1.9 0.636 38.0 LOS C 16.9 118.8 0.90 0.82 20.5

Approach 1228 1.0 0.636 30.3 LOS C 16.9 118.8 0.82 0.78 27.9


5 T1 487 3.2 0.459 19.1 LOS B 8.7 62.7 0.62 0.54 29.7

6 R2 34 6.3 0.459 29.8 LOS C 7.0 50.5 0.71 0.63 31.5

Approach 521 3.4 0.459 19.7 LOS B 8.7 62.7 0.62 0.54 29.9


10 L2 24 0.0 0.635 23.9 LOS B 14.6 102.9 0.68 0.61 37.9

11 T1 873 0.8 0.635 18.0 LOS B 14.6 102.9 0.68 0.60 30.7

Approach 897 0.8 0.635 18.2 LOS B 14.6 102.9 0.68 0.60 31.1










DemandFlow

AverageDelay

Level ofService

Prop. Queued



P1 SouthEast Full Crossing 53 25.4 LOS C 0.1 0.1 0.70 0.70

P2 NorthEast Full Crossing 53 18.3 LOS B 0.1 0.1 0.59 0.59


P4 SouthWest Full Crossing 53 18.3 LOS B 0.1 0.1 0.59 0.59






MOVEMENT SUMMARY

Site: Park Rd and MacMahon St Thurs AM

Giveway / Yield (Two-Way)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 51 2.1 0.158 4.6 LOS A 0.0 0.0 0.00 0.08 47.9

2 T1 605 3.0 0.158 0.0 LOS A 0.0 0.0 0.00 0.04 49.2

Approach 656 2.9 0.158 0.4 NA 0.0 0.0 0.00 0.04 49.1

SouthWest: MacMahon Street

10 L2 51 0.0 0.042 4.6 LOS A 0.0 0.0 0.00 0.53 38.1

Approach 51 0.0 0.042 4.6 LOS A 0.0 0.0 0.00 0.53 38.1

All Vehicles 706 2.7 0.158 0.7 NA 0.0 0.0 0.00 0.08 48.2



Minor Road Approach LOS values are based on average delay for all vehicle movements.

NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS measure due to zero delays associated with major road movements.





MOVEMENT SUMMARY

Site: Park Rd and MacMahon St Thurs PM




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 43 2.4 0.270 4.6 LOS A 0.0 0.0 0.00 0.04 48.4

2 T1 1088 1.8 0.270 0.0 LOS A 0.0 0.0 0.00 0.02 49.6

Approach 1132 1.9 0.270 0.2 NA 0.0 0.0 0.00 0.02 49.5


10 L2 98 0.0 0.082 4.6 LOS A 0.0 0.0 0.00 0.53 38.1

Approach 98 0.0 0.082 4.6 LOS A 0.0 0.0 0.00 0.53 38.1

All Vehicles 1229 1.7 0.270 0.5 NA 0.0 0.0 0.00 0.06 48.4









MOVEMENT SUMMARY

Site: Park Rd and MacMahon St Sat




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 73 0.0 0.282 4.6 LOS A 0.0 0.0 0.00 0.07 48.1

2 T1 1115 1.0 0.282 0.0 LOS A 0.0 0.0 0.00 0.03 49.4

Approach 1187 1.0 0.282 0.3 NA 0.0 0.0 0.00 0.03 49.2


10 L2 109 1.0 0.092 4.6 LOS A 0.0 0.0 0.00 0.53 38.0

Approach 109 1.0 0.092 4.6 LOS A 0.0 0.0 0.00 0.53 38.0

All Vehicles 1297 1.0 0.282 0.7 NA 0.0 0.0 0.00 0.08 48.1









MOVEMENT SUMMARY

Site: Dora St and MacMahon St Thurs AM




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate


veh/h % v/c sec veh m per veh km/hSouthEast: Barratt Street

1 L2 47 8.9 0.184 4.9 LOS A 0.9 7.1 0.19 0.20 41.1

2 T1 152 9.0 0.184 0.4 LOS A 0.9 7.1 0.19 0.20 43.2

3 R2 9 0.0 0.184 5.3 LOS A 0.9 7.1 0.19 0.20 45.5

Approach 208 8.6 0.184 1.7 NA 0.9 7.1 0.19 0.20 42.9

NorthEast: MacMahon Street

4 L2 11 0.0 0.033 4.8 LOS A 0.1 0.8 0.28 0.54 38.8

5 T1 5 0.0 0.033 6.1 LOS A 0.1 0.8 0.28 0.54 37.5

6 R2 9 22.2 0.033 9.3 LOS A 0.1 0.8 0.28 0.54 31.8

Approach 25 8.3 0.033 6.8 LOS A 0.1 0.8 0.28 0.54 35.9


7 L2 88 0.0 0.252 4.1 LOS A 1.3 9.7 0.19 0.39 41.4

8 T1 97 13.0 0.252 0.5 LOS A 1.3 9.7 0.19 0.39 39.5

9 R2 124 4.2 0.252 5.3 LOS A 1.3 9.7 0.19 0.39 33.6

Approach 309 5.8 0.252 3.4 NA 1.3 9.7 0.19 0.39 38.5


10 L2 62 37.3 0.093 4.9 LOS A 0.4 3.1 0.40 0.56 15.6

11 T1 19 0.0 0.093 5.3 LOS A 0.4 3.1 0.40 0.56 38.4

12 R2 5 0.0 0.093 6.4 LOS A 0.4 3.1 0.40 0.56 33.6

Approach 86 26.8 0.093 5.1 LOS A 0.4 3.1 0.40 0.56 21.4

All Vehicles 629 9.7 0.252 3.2 NA 1.3 9.7 0.22 0.36 36.2









MOVEMENT SUMMARY

Site: Dora St and MacMahon St Thurs PM




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 45 0.0 0.284 4.8 LOS A 1.6 11.9 0.22 0.16 42.6

2 T1 269 4.7 0.284 0.5 LOS A 1.6 11.9 0.22 0.16 44.2

3 R2 8 0.0 0.284 5.0 LOS A 1.6 11.9 0.22 0.16 46.1

Approach 323 3.9 0.284 1.2 NA 1.6 11.9 0.22 0.16 44.1


4 L2 11 0.0 0.034 4.8 LOS A 0.1 0.9 0.23 0.53 38.6

5 T1 5 0.0 0.034 6.3 LOS A 0.1 0.9 0.23 0.53 37.4

6 R2 9 22.2 0.034 9.6 LOS A 0.1 0.9 0.23 0.53 31.7

Approach 25 8.3 0.034 6.9 LOS A 0.1 0.9 0.23 0.53 35.7


7 L2 45 0.0 0.170 4.1 LOS A 0.8 6.2 0.17 0.37 41.4

8 T1 71 16.4 0.170 0.4 LOS A 0.8 6.2 0.17 0.37 39.5

9 R2 74 12.9 0.170 5.9 LOS A 0.8 6.2 0.17 0.37 33.0

Approach 189 11.1 0.170 3.4 NA 0.8 6.2 0.17 0.37 38.3


10 L2 78 28.4 0.098 5.4 LOS A 0.4 3.2 0.46 0.60 15.4

11 T1 9 0.0 0.098 5.3 LOS A 0.4 3.2 0.46 0.60 37.7

12 R2 2 0.0 0.098 6.8 LOS A 0.4 3.2 0.46 0.60 32.9

Approach 89 24.7 0.098 5.4 LOS A 0.4 3.2 0.46 0.60 18.1

All Vehicles 627 9.2 0.284 2.7 NA 1.6 11.9 0.24 0.30 36.2









MOVEMENT SUMMARY

Site: Dora St and MacMahon St Sat




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 77 0.0 0.318 4.8 LOS A 1.9 13.5 0.22 0.20 41.7

2 T1 280 2.6 0.318 0.5 LOS A 1.9 13.5 0.22 0.20 43.2

3 R2 14 0.0 0.318 5.3 LOS A 1.9 13.5 0.22 0.20 45.5

Approach 371 2.0 0.318 1.6 NA 1.9 13.5 0.22 0.20 43.0


4 L2 20 0.0 0.125 4.8 LOS A 0.4 3.1 0.32 0.61 38.0

5 T1 31 0.0 0.125 7.0 LOS A 0.4 3.1 0.32 0.61 36.7

6 R2 37 0.0 0.125 9.1 LOS A 0.4 3.1 0.32 0.61 31.4

Approach 87 0.0 0.125 7.4 LOS A 0.4 3.1 0.32 0.61 34.7


7 L2 80 5.3 0.187 4.1 LOS A 0.9 6.8 0.16 0.37 41.3

8 T1 75 15.5 0.187 0.5 LOS A 0.9 6.8 0.16 0.37 39.7

9 R2 59 7.1 0.187 6.1 LOS A 0.9 6.8 0.16 0.37 33.5

Approach 214 9.4 0.187 3.4 NA 0.9 6.8 0.16 0.37 39.3


10 L2 82 20.5 0.156 5.4 LOS A 0.6 4.7 0.49 0.65 15.3

11 T1 33 0.0 0.156 5.9 LOS A 0.6 4.7 0.49 0.65 37.3

12 R2 16 0.0 0.156 7.5 LOS A 0.6 4.7 0.49 0.65 32.3

Approach 131 12.9 0.156 5.7 LOS A 0.6 4.7 0.49 0.65 22.5

All Vehicles 802 5.5 0.318 3.4 NA 1.9 13.5 0.26 0.36 36.2









Melbourne

A Level 25, 55 Collins Street

PO Box 24055

MELBOURNE VIC 3000

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A Level 4, 283 Elizabeth Street

BRISBANE QLD 4000

GPO Box 115

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A Suite 4, Level 1, 136 The Parade

PO Box 3421

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A Level 1, 25 Sturt Street

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CHATSWOOD NSW 2067

PO Box 5254

WEST CHATSWOOD NSW 1515

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A Tower A, Level 5,

7 London Circuit

Canberra ACT 2600

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Box 37, 1 Corporate Court

BUNDALL QLD 4217

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Documents

Hurstville Civic Precinct Planning Proposal Transport