st john’s school, newton, porthcawl · january 2020 st john’s school, newton, porthcawl 12...

St John’s School,Newton, Porthcawl

Transport Statement

JANUARY

Taylor Wimpey South Wales

Lime Transport Ltd5A Andrews Buildings Stanwell Rd Penarth, CF64 2AA

t: 02920 700924e: [email protected]

www.limetransport.com

Project no. 19112

Document ref. 19112.d1

Prepared by ECC

Checked by ABR

Status Draft

Date 29 January 2020

January 2020 St John’s School, Newton, Porthcawl Transport Statement (doc ref. 19112.d1)

Table of contents 1 Introduction ......................................................................................................................... 3

1.1 Background ................................................................................................................................. 3

1.2 Development proposals .............................................................................................................. 3

1.3 Purpose of this report ................................................................................................................. 4

2 Existing situation and accessibility ........................................................................................ 5

2.1 Site location ................................................................................................................................ 5

2.2 Accessibility ................................................................................................................................. 6

2.3 Local highway network ............................................................................................................... 9

2.4 Personal injury accident data .................................................................................................... 10

3 Development proposals ...................................................................................................... 12

3.2 Access ........................................................................................................................................ 14

3.3 On-site car and cycle parking provision .................................................................................... 16

3.4 Cycle parking provision ............................................................................................................. 17

3.5 Deliveries and servicing ............................................................................................................ 18

4 Trip generation ................................................................................................................... 19

4.1 Introduction .............................................................................................................................. 19

4.2 Trip generation .......................................................................................................................... 19

4.3 Distribution of development generated traffic ........................................................................ 21

4.4 Assignment of development generated traffic ......................................................................... 22

4.5 Background traffic growth ........................................................................................................ 23

4.6 Growth factors .......................................................................................................................... 23

4.7 Final future traffic flows ............................................................................................................ 24

5 Percentage impact analysis ................................................................................................. 25

5.1 Introduction .............................................................................................................................. 25

5.2 Percentage impact analysis ....................................................................................................... 25

5.3 Summary ................................................................................................................................... 26

6 Summary and conclusions ................................................................................................... 27

6.1 Summary ................................................................................................................................... 27

6.2 Development proposals ............................................................................................................ 27

6.3 Conclusions ............................................................................................................................... 28

January 2020 St John’s School, Newton, Porthcawl Transport Statement (doc ref. 19112.d1)

Figures

Figure 1.1 Site locationFigure 2.1 Local highway networkFigure 2.2 Local amenities within walking distanceFigure 2.3 Local public transport networkFigure 2.4 Location and severity of personal injury accidentsFigure 3.1 Development proposalsFigure 3.2 Access one – Birch WalkFigure 3.3 Access two – Bryneglwys Avenue

Appendices

Appendix A Swept path analysis – Birch WalkAppendix B Visibility splay along Birch WalkAppendix C Swept path analysis – Bryneglwys AvenueAppendix D Visibility splay along Bryneglwys AvenueAppendix E TRICS 7.6.1: Residential; Houses privately ownedAppendix F TRICS 7.6.1: Residential; Affordable dwellingsAppendix G Development generated trafficAppendix H 2019, 2021, 2025, 2030 and 2040 base traffic flows Appendix I Final future traffic flows – 2021, 2025, 2030 and 2040

January 2020 St John’s School, Newton, Porthcawl 3 Transport Statement (doc ref. 19112.d1)

1 Introduction

1.1 Background

1.1.1 Lime Transport has been commissioned by Taylor Wimpey South Wales to produce a Transport Statement in support of a planning application for up to 74 dwellings on the former St John’s School, Newton, Porthcawl.

1.1.2 The location of the site, which currently comprises the former disused buildings, school playing fields and hard landscaping, is shown in Figure 1.1 below.

Figure 1.1 Site location

1.2 Development proposals

1.2.1 As part of the re-development of the site, it is proposed to provide 74 dwellings with:

61 open market houses:

39 no. x 3-bedroom houses

22 no. x 4-bedroom houses

13 affordable dwellings:

12no. x 1-bedroom flats

One x 4-bedroom house


Together with 180 residents’ and visitor car parking spaces.

1.3 Purpose of this report

1.3.1 The purpose of this Transport Statement is to detail the likely transport characteristics of the proposed development and highlight any impact on the surrounding highway network.

1.3.2 Following this introductory section, the report is structured as follows:

Sections 2 identifies the accessibility of the site and reviews personal injury accident

data within the study area;

Section 3 describes the development proposals, including the proposed accesses to

the site and on-site car and cycle parking provision;

Section 4 predicts the likely travel characteristics of the proposed development;

Section 5 outlines the impact of the proposed development on the local highway

network; and,

Section 5 summarises the findings of the report.


2 Existing situation and accessibility

2.1 Site location

2.1.1 This section of the Transport Statement summarises the existing transport network within the vicinity of the site, detailing accessibility by walking, cycling and public transport, and provides a brief description of the local highway network.

2.1.2 The proposed development is located on the existing site of the former St Johns School site, Newton, approximately 2.8km (1.7 miles) west of Porthcawl Town Centre. The development site is bounded by:

St Clare’s Co-Educational day School to the north;

Birch Walk to the east;

Pedestrian footpath linking Bryneglwys Avenue and Birch Walk to the south; and,

Bryneglwys Avenue to the west

2.1.3 The location of the development site, together with the local highway network is shown in Figure 2.1 below.

Figure 2.1 Local highway network Contains Ordnance Survey data © Crown copyright and database right (2017)


2.2 Accessibility

2.2.1 Walking can provide health, economic and environmental benefits and can replace the use of private car, particularly for short journeys. It is considered that the site is accessible by walking, cycling and public transport as described in the following paragraphs.

Walking

2.2.2 There are pedestrian footways along one or both sides of the majority of roads within the vicinity of the site, including:

a footway along the western side of Bryneglwys Avenue, connecting Church Street

(to the north) and the residential properties along Bryneglwys Avenue (to the south);

and,

a continuous footway along the eastern edge of Birch Walk, together with a footway

along the western edge of Birch Walk (to the south of the existing gate serving the

school site).

2.2.3 There is also a PRoW that runs along the southern boundary of the site, providing a link between Bryneglwys Avenue (to the west) and Birch Walk (to the east) in the vicinity of the site.

2.2.4 The Chartered Institution of Highways and Transportation (CIHT) guidelines ‘Providing for Journeys on Foot’ indicates that the desirable walking distance for commuting and school journeys is 500m (0.3 miles), the acceptable walking distance is 1km (0.6 miles) and 2km (1.2 miles) is the preferred maximum.

2.2.5 The CIHT guidelines also indicate that the desirable walking distance for ‘Elsewhere’, including local amenities, is 400m (0.2 miles), the acceptable walking distance is 800m (0.5 miles) and 1.2km (0.7 miles) is the preferred maximum.

2.2.6 Figure 2.2 identifies 1.2km (0.7 miles) isochrones (divided into 200m bands) from the centre of the proposed site, together with local amenities within walking distance. The local facilities within walking distance include:

Leisure/entertainment;

Retail

Pub/restaurant;

Education facilities;

Hotel

Post Office

Recreation ground; and,

Places of worship.


Figure 2.2 Local amenities within walking distance

Cycling

2.2.7 There are no formal cycle facilities within the immediate vicinity of the site. However, there are plans to develop Route 88, which will form part of the National Cycle Network. This coastal route will run between Newport, Cardiff, Bridgend and Margam Country Park. Some sections of the route have been constructed, some are under construction, and other are still in planning. Once constructed, route 88 will be accessible via Beach Road to the south-west of the site.

2.2.8 The closest existing cycle route from the site is National Cycle Route (NCN) 885, located approximately 7 km (30 minute cycle) to the north-east of the site, and provides cycle routes throughout Bridgend.

Public Transport

2.2.9 This area of Porthcawl is reasonably well served by public transport, with regular scheduled bus services along Bridgend Road (to the north and west of the site). There is currently also a local service along Birch Walk and Church Street, connecting the site with Porthcawl Town Centre, however, it is understood that this service is soon to be withdrawn.

2.2.10 The closest bus stops to the site are located on Church Street (to the west) and Birch Walk/Laburnum Avenue (to the east), both of which are approximately 250m from the centre of the site.

Contains Ordnance Survey data © Crown copyright and database right (2017)


2.2.11 Figure 2.3 below identifies the location of the bus stops within the immediate vicinity of the site and Table 2.1 outlines the services that call at bus stops.

Figure 2.3 Local public transport network

Table 2.1 Summary of bus information nearest to the site

Route no.

Nearest bus stop to the site (m)

Route Weekday frequency

X2 Porthcawl - Cardiff 3 per hour

172 Porthcawl - Aberdare 1 Per hour

861 Nottage – Happy Valley Porthcawl via Porthcawl One an hour 9am – 2pm

Rail services

2.2.12 The closest railway station is Bridgend, located approximately 7km north-west of the site. Bridgend train station provides regular connections to surroundings area, with approximately nine trains an hour departing throughout the day, 6am-11pm.

2.2.13 The station is situated on the South Wales Main Line (with services to Swansea in the west and Cardiff in the east), the Maesteg Line (with services to/from Maesteg) and is the western terminus of the Vale of Glamorgan Line (with services from Cardiff via Barry and Llantwit Major). Bridgend Train Station provides connections to Swansea and Tenby to the west, Maesteg, Cheltenham Spa and Manchester Piccadilly to the north, and Cardiff and London Paddington to the west.



2.2.14 The station has 102 car parking spaces, with three accessible spaces, which is operated by National Car Parks Ltd (NCP). There is also a set-down/pick-up facility, adjacent to the station building, and the station is accessible by a regular bus service (route X2).

2.3 Local highway network

2.3.1 A description of the local highway network is outlined in Table 2.2 below.

Table 2.2 Local highway network description

Description

Church Street/ Bryneglwys Avenue

Description This is a local access road providing a connection to Bridge Road to the west. There is a pedestrian footway on the western edge of the carriageway.

Width 5.6m

Speed limit 30mph

Street lighting Yes

Crossing facilities None

Bus route No

Character The road is predominantly residential in nature, and is also frontedby St John the Baptist Church and allotments along its southern and western edge (in the vicinity of the site).

On-street parking Double yellow lines located on both sides of the carriageway along the length of the road. No parking restrictions apply on either side of the carriageway within the vicinity of the site.

Birch Walk

Description A residential road providing access to a number of residential roads and culs-de-sac. The road has pedestrian footways on both sides of the carriageway.

Width Approximately 8m

Speed limit 30mph

Street lighting Yes

Crossing facilities None

Bus route Yes

Character Birch Walk forms part of a generally suburban road with residential frontages on both sides of the carriageway.

On-street parking There are no parking restrictions

Danygraig Avenue

Description

A residential road providing access to a number of residential roads and culs-de-sac (including Birch Walk). The road has footways on both sides of the carriageway. At the northern end of the road is the junction with Bridgend Road

Width 6m


2.4 Personal injury accident data

2.4.1 Personal injury accident data has been obtained for the most recent 5-year period (2014 to 2018 inclusive) for the area around the site. The study area (which includes key routes and junctions surrounding the site) together with the location and severity of accidents that occurred within it, is shown on Figure 2.4 below.

Figure 2.4 Location and severity of personal injury accidents

2.4.2 Table 2.3 below summarises the personal injury accidents that occurred within the study area by severity, number of casualties and by vulnerable user.

Speed limit 30mph

Street lighting Yes

Crossing facilities Dropped kerbs and tactile paving located at major road junctions

Bus route Yes

Character Danygraig Avenue is dominated by residential street frontage on both sides of the carriageway.

On-street parking There are no parking restrictions along the road, and during peak periods (particularly the AM Peak) the northern end of the road can be heavily parked with parents dropping children at the school.



Table 2.3 summary of personal injury accident data

Personal injury No. of casualties

Vulnerable users

Fatal Serious Slight Pedestrians Child Cyclists Motorcycle

2014 0 1 3 9 1 0 0 0

2015 0 1 5 10 1 1 0 1

2016 0 0 2 6 0 1 0 0

2017 0 0 1 1 0 0 0 1

2018 0 0 1 1 0 0 0 0

Total 0 2 12 27 2 2 0 2

2.4.3 It can be seen from Table 2.3 above that a total of 14 accidents, resulting in 27 casualties, occurred within the vicinity of the site over the most recent five years, with:

Two accidents (14%) resulting in serious injuries being sustained;

12 accidents (86%) resulting in slight injuries being sustained;

Six accidents (43%) involved vulnerable road users:

14% (of total accidents) involved pedestrians;

14% (of total accidents) involved child casualties;

14% (of total accidents) involved a motorcyclists.

2.4.4 It is considered that, given the scale of the proposed development and the dispersed nature of the recorded personal injury accidents within the study area, the proposed development will have minimal impact on road safety.


3 Development proposals

3.1.1 As outlined in Section 1 above it is proposed to re-develop the site of the former St. John’s School, Newton, to provide a total of 74 residential dwellings.

3.1.2 The site is located within Newton, approximately 2.8km (1.7 miles) west of Porthcawl Town Centre.

3.1.3 It is anticipated that the proposed development will comprise:


39 no. 3-bedroom houses



12 no. 1-bedroom flats; and,


Car and cycle parking provision in accordance with the adopted parking standards;

Two vehicle accesses, with one via Birch Walk (to the east of the site) and a second

access on to Bryneglwys Avenue (to the west of the site); and,

A pedestrian/cycle route through the site, connecting Birch Walk with Bryneglwys

Avenue.

3.1.4 The development proposals are illustrated in Figure 3.1 below.


Figure 3.1 Development proposals


3.2 Access

Vehicles

3.2.1 As part of the development it is proposed to provide two vehicle accesses to the site, as outlined below and described un more detail in the following paragraphs:

A vehicle access off Birch Walk to the east of the site to serve 70 residential

dwellings; and

A second access, onto Bryneglwys Avenue to the west of the site, to serve four large

detached properties.

3.2.2 It should be noted that there will be no vehicle connection between the two access points.

Access one – Birch Walk

3.2.3 The proposed access onto Birch Walk is a simple priority junction, with a carriageway width of 5.5m, and a 2.0m footway on both sides of the carriageway. The proposed access is shown in Figure 3.2 below.

Figure 3.2 Access one – Birch Walk

3.2.4 A swept path analysis, presented in Appendix A, shows the range of vehicles likely to access the site, including 7.5t box van, 4.6t light van, 7.7m fire tender and Volkswagen Touran.


3.2.5 In order to determine the required visibility splays at the proposed access, an ATC Survey (which records vehicle speed as well as the volume of traffic) was undertaken along Birch Walk in the vicinity of the proposed access. The ATC was undertaken on 17th March 2029, and the results are summarised below:

27.6mph mph northbound – 39m Stopping Sight Distance (SSD)

25.7mph southbound – 35m SSD

3.2.6 The required visibility splay at the proposed access on to Birch Walk is shown in Appendix B, and it can be seen that the required visibility can be achieved at the access.

Access two - Bryneglwys Avenue

3.2.7 The proposed access onto Bryneglwys Avenue is a shared-surface private drive, with a total width of 5.5m, as shown in Figure 3.3 below.

Figure 3.3 Access Two – Bryneglwys Avenue

3.2.8 It is anticipated that the majority of deliveries to these four properties will be undertaken from the private driveway. However, it is anticipated that refuse will be collected from Bryneglwys Avenue, and therefore a bin collection has been provided adjacent to the junction.

3.2.9 A swept path analysis, presented in Appendix C, shows the range of vehicles likely to access the site, including 7.5t box van, 4.6t light van, 7.7m fire tender and Volkswagen Touran.


3.2.10 In order to determine the required visibility splays at the proposed access, an ATC Survey (which records vehicle speed as well as the volume of traffic) was undertaken along Bryneglwys Avenue in the vicinity of the proposed access. The ATC was undertaken on 17th

March 2029, and the results are summarised below:

20.7mph mph northbound – 27m SSD

19.3mph southbound – 25m SSD

3.2.11 The required visibility splay at the proposed access on to Birch Walk is shown in Appendix D, and it can be seen that the required visibility can be achieved at the access.

Pedestrians (PRoW)

3.2.12 The proposed access onto Birch Walk incorporates a 2.0m wide footway on both sides of the carriageway, which connect to the existing footway along the western edge of Birch Walk.

3.2.13 It should be noted that the existing footway terminates approximately __m north of the proposed access to the site, and it is therefore proposed to provide an informal crossing (with tactile paving and dropped kerbs) to allow pedestrians to cross to the footway on the eastern side of the carriageway (see Figure 3.2).

3.2.14 The proposed access onto Bryneglwys Avenue, which only serves four properties, has been designed as a shared surface. However, as part of the development it is proposed to provide a footway along the eastern edge of Bryneglwys Avenue (between the site access and the southern boundary of the property named Hafod). It is also proposed to provide an informal crossing (dropped kerbs and tactile paving) across Bryneglwys Avenue (see Figure 3.3).

3.2.15 Also, as part of the development, it is proposed to retain the existing boulevard of trees within the southern section of the site which are within the conservation area, and to provide a footpath/ cycleway through the woodland. This will provide a pedestrian and cycle link through the site between Birch Walk and Bryneglwys Avenue.

3.3 On-site car and cycle parking provision

3.3.1 As outlined above, it is proposed to provide a total of 180 car parking spaces on-site (as shown on Figure 3.1). Table 3.1 below sets out the car parking standards in accordance with the adopted Bridgend County Borough Council Parking Standards (March 2011).


Table 3.1 Car parking provision: Residential houses

Residential houses Parking standard

(Zone 4)

Maximumno. of parking

spaces required Provision (spaces)

Residential parking

12 no. 1-bed flat 1 space per bedroom (maximum

requirement 3 spaces)

12 12

39 no. 3-bed house 117 84

23 no. 4-bed house 69 69

Visitor parking

74 1 space per 5 units 15 151

Total 213 1801. Majority of spaces accommodated on street.

3.3.2 It can be seen from the table above that the proposed provision of 180 car parking spaces is within the maximum parking standards.

3.3.3 It is considered that the proposed level of parking is more than sufficient to accommodate the likely demand generated by the proposed development, as:

The proposed provision of parking is within the maximum parking standards;

The proposed development comprises 18% affordable units;

The site is in a reasonably sustainable location, and is within walking distance of a

range of local facilities and amenities;

The provision of 2.43 spaces per dwelling, is significantly greater than the average

car ownership rates:

for Bridgend County Borough Council of 1.22 cars per dwelling;

for Newton of 1.42 cars per dwelling; and,

The provision is in accordance with PPW10, which states that ‘Parking standards

should be applied flexibly and allow for the provision of lower levels of parking and

the creation of high quality places’.

3.3.4 In relation to visitor parking, it is anticipated that the majority of visitor parking spaces can be accommodated on street, throughout the development.

3.4 Cycle parking provision

3.4.1 In accordance with the adopted parking standards:

For the proposed apartments one cycle parking space is required for every five

bedrooms.

For residential houses cycle storage must be a factor of dwelling design.

3.4.2 It is therefore proposed to provide a communal, secure, covered cycle store with capacity for three bikes for the proposed flats. It is also anticipated that for the residential houses with a garage (27 no. of the dwellings) cycle parking can be accommodated within the garage. For the remaining 47 dwellings, it is anticipated that residents will be able to accommodate cycle parking within the rear gardens.


3.5 Deliveries and servicing

3.5.1 It is anticipated that for the residential dwellings accessed from Birch Walk residential refuse will be collected on-street, as part of an existing local authority collection. For the residential dwellings accessed from Bryneglwys Avenue, it is anticipated that the refuse will be collected as part of the existing local authority collection from Bryneglwys Avenue.

3.5.2 Furthermore, it is anticipated that all deliveries will be undertaken on-street within the development.

Swept-path analysis

3.5.3 A swept-path analysis (refer to Appendix A and Appendix C) has been undertaken of the range of vehicles likely to access the site including:

A medium sized car (based on a Volkswagen Touran);

A 3.5t panel van;

A 4.6t light van;

A 7.5t box van;

A 7.7m fire tender; and,

A large 11.2m refuse vehicle


4 Trip generation

4.1 Introduction

4.1.1 In order to assess the impact of the proposed development on the existing transport infrastructure, it is necessary to assess the number of person trips (by mode) generated by the proposals. This section of the Transport Statement, therefore, outlines the methodology used to predict person trip generation.

4.2 Trip generation

Open market dwellings

4.2.1 As outlined above, it is proposed to provide 61 private dwellings on site. The TRICS (v.7.6.1) trip generation database has been reviewed in order to predict the likely level of trips generated by the open market houses. Sites have been selected with the following parameters:

Land use: Residential; Houses privately owned;

Survey type: Multi-modal;

Survey days: Monday – Friday;

Number of dwellings selected: 7 to 805 (units);

Regions selected: Edge of town centre, Suburban area, Edge of town; and,

Locations: All, excluding Central London and Ireland (northern and the republic of

Ireland)

4.2.2 A total of 47 sites were selected, and therefore, 85th percentile trip rates have been obtained in order to provide a robust assessment. The daily arrival and departure profile for open market houses is set out in Appendix E and summarised in Table 4.1 below.


Table 4.1 Summary of person trip rates by mode: Private dwellings

Time period

Arrival trip rate

No. of arrivals

Depart trip rate

No. of departs

Total trip rate

Total movements

Total persons

8am–9am 0.225 14 1.2 73 1.425 87

5pm-6pm 0.972 59 0.299 18 1.271 78

7am-7pm 5.4 329 5.8 354 11.2 683

Pedestrians

8am–9am 0.118 7 0.333 20 0.451 28

5pm-6pm 0.167 10 0.167 10 0.334 20

7am-7pm 1.239 76 1.694 103 2.933 179

Cyclists

8am–9am 0.00 0 0.038 2 0.038 2

5pm-6pm 0.05 3 0 0 0.05 3

7am-7pm 0.143 9 0.143 9 0.286 17

Public transport users

8am–9am 0.00 0 0.05 3 0.05 3

5pm-6pm 0.02 1 0.02 1 0.04 2

7am-7pm 0.113 7 0.258 16 0.371 23

Vehicles

8am–9am 0.182 11 0.455 28 0.637 39

5pm-6pm 0.609 37 0.13 8 0.739 45

7am-7pm 2.917 178 3.083 188 6 366

4.2.3 It can be seen from the table above that the 61 privately owned houses could generate up to 366 vehicle movements (two-way) throughout the day, with up to 39 vehicle movements (two-way) in the AM peak and 45 in the PM peak period.

Affordable houses

4.2.4 As outlined above it is also proposed to provide a total of 13 affordable dwellings (mixture of house and flats). The TRICS (v.7.6.1) trip generation database has been reviewed in order to predict the likely level of trips generated by the affordable dwellings and sites have been selected with the following parameters:

Land use: Residential; Affordable/ Local authority houses;

Survey type: Multi-modal;

Survey days: Monday, Tuesday. Thursday;

Number of dwellings selected: 15 to 54 (units);

Regions selected: Edge of town centre, Suburban area, Edge of town; and,

Locations: All, excluding Central London and Ireland (northern and the republic of

Ireland)


4.2.5 A total of four sites were selected with the daily arrival and departure profile for these sites is set out in Appendix F and summarised in Table 4.2 below. It should be noted that average trip rates have been obtained as there are insufficient sites within the database to obtain 85th percentile trip rates.

4.2.6 However, it should also be noted that the following trip rates are based on affordable houses, not flats, which typically have a higher trip rate than flats.

Table 4.2 Summary of person trip rates by mode: Affordable dwellings

Time period

Arrival trip rate

No. of arrivals

Depart trip rate

No. of departs

Total trip rate

Total movements

Total persons

8am–9am 0.342 4 1.184 15 1.526 20

5pm-6pm 0.667 9 0.57 7 1.237 16

7am-7pm 5.52 72 6.201 81 11.721 152

Pedestrians

8am–9am 0.096 1 0.526 7 0.622 8

5pm-6pm 0.325 4 0.307 4 0.632 8

7am-7pm 2.315 30 2.727 35 5.042 66

Cyclists

8am–9am 0.009 0 0.026 0 0.035 0

5pm-6pm 0.009 0 0 0 0.009 0

7am-7pm 0.071 1 0.071 1 0.142 2


8am–9am 0 0 0.07 1 0.07 1

5pm-6pm 0.044 1 0 0 0.044 1

7am-7pm 0.168 2 0.159 2 0.327 4

Vehicles

8am–9am 0.175 2 0.351 5 0.526 7

5pm-6pm 0.211 3 0.175 2 0.386 5

7am-7pm 1.992 26 2.13 28 4.122 54

4.2.7 It can be seen from the table above that the 13 affordable dwellings could generate up to 54 vehicle movements (two-way) throughout the day, with up to seven vehicle movements (two-way) in the AM peak and five in the PM peak period.

4.3 Distribution of development generated traffic

4.3.1 As outlined above it is proposed to provide two accesses to the development, with one access via Birch Walk serving 70 residential units (95% of the development), and the other access via Bryneglwys Avenue serving four residential units (5% of the development).

4.3.2 Table 4.3 below outlines the likely number of person trips (by mode) generated at each access.


Table 4.3 Summary each site distribution

Time period

Birch Walk Church Street

No. ofarrivals

No. of departs

Total movements

No. of arrivals

No. of departs

Total movements

Total persons

8am–9am 17 84 101 1 5 6

5pm-6pm 64 24 89 4 1 5

7am-7pm 380 411 791 22 23 45

Pedestrians

8am–9am 8 26 34 0 1 2

5pm-6pm 14 14 27 1 1 1

7am-7pm 101 132 233 5 7 12

Cyclists

8am–9am 0 3 3 0 0 0

5pm-6pm 3 0 3 0 0 0

7am-7pm 9 9 18 1 1 1


8am–9am 0 4 4 0 0 0

5pm-6pm 2 1 3 0 0 0

7am-7pm 9 17 25 0 1 1

Vehicles

8am–9am 13 30 43 1 2 3

5pm-6pm 37 10 47 2 1 3

7am-7pm 192 203 396 12 12 24

4.3.3 It can be seen from the table above that it is likely the development will generate a total of 420 vehicle movements (two-way) throughout the day, with up to 46 vehicle movements (two-way) in the AM peak and 50 vehicle movements (two-way) in the PM peak period. Furthermore, it can also be seen from the table above that:

Vehicle trips represent 54% of daily total person trips; and,

Pedestrian trips represent 26%.

4.3.4 It can also be seen from the table that vehicle trips represent 50% of daily total person trips and pedestrian trips representing 29%.

4.4 Assignment of development generated traffic

4.4.1 The likely distribution of vehicles generated by the proposed development has been calculated using Journey to work data from the 2011 census. Table 4.4 below highlights the major population centre that residents of the proposed development are likely to travel to for work purposes.


Table 4.4 Likely locations of development generated traffic

Destination % of traffic

Bridgend 46

Porthcawl 23

Neath Port Talbot 10

Cardiff 9

Vale of Glamorgan 4

Other 9

4.4.2 It can be seen from the table above that 23% of the development generated traffic are likely to travel south towards Porthcawl town centre, with 77% of the traffic traveling north onto the A4106/Bridgend Road roundabout.

4.4.3 Table 4.5 presents the proposed routes that the development generated traffic is likely to take.

Table 4.5 Proposed routes for development generated traffic

Route Description % of traffic

A Bridgend Road - Aldenham Road 23

B Bridgend Road - Newton Nottage Road - Pyle Road 34

C Bridgend Road - A4106 - A48 44

4.4.4 The development generated traffic (refer to Appendix G) has therefore been distributed through the network based on the likely routes identified in Table 4.5.

4.5 Background traffic growth

4.5.1 The capacity analysis modelling of the highway network surrounding the application site considers the following scenarios:

2019 base;

2021 first occupation;

2025 full implementation;

2030 full implementation + 5 years; and,

2040 full implementation + 15 years.

4.6 Growth factors

4.6.1 In order to obtain the base traffic flows (i.e. with no development traffic) in 2021, 2025, 2030 and 2040, the surveyed flows (2019) have been factored using locally adjusted NTM growth factors. The factors to be applied to the base (surveyed) flows are identified in Table 4.6 below. These are based on the Bridgend 019 Middle Layer Super Output Area.


Table 4.6 NTM Growth Factors

4.6.2 It should be noted that the above growth factors take account of committed development within the local area, as the factors are based on the most recent planning data contained in the Local Plan.

4.6.3 The 2019, 2021, 2025, 2030 and 2040 base traffic flows are set out in Appendix H.

4.7 Final future traffic flows

4.7.1 The final future traffic flow have been determined by combining the base traffic flows with the development generated flows (as presented in Appendix I) as follows:

2021 final future flows;

2025 final future traffic flows;

2030 and 2040

Period NTM growth factors

2019 to 2021

Weekday AM 1.0232

Weekday PM 1.0255

2019 to 2025

Weekday AM 1.0458

Weekday PM 1.0556

2019 to 2030

Weekday AM 1.0797

Weekday PM 1.0915

2019 to 2040

Weekday AM 1.137

Weekday PM 1.155


5 Percentage impact analysis

5.1 Introduction

5.1.1 This section of the report considers the potential impact on the development proposals on the surrounding highway network and the capacity of the following junctions:

Junction 1: A4106/Bridgend Road roundabout; and,

Junction 2: Bridgend Road/Clevis Crescent priority junction;

5.1.2 A percentage impact analysis has been carried out at both junctions. The analysis has been undertaken for an AM peak period of 08:00-09:00 and a PM peak period of 17:00-18:00, based on the peak periods contained within the surveyed traffic flow data.

5.2 Percentage impact analysis

5.2.1 Table 5.1 below outlines the likely increases in traffic flows, as a result of the proposed development, at the A4106/ Bridgend Road roundabout junction, considering the impact the proposed development will have on the existing highway network

Table 5.1 Percentage Impact analysis- Junction 1 A4106/ Bridgend Road roundabout

Year

ARM ATyn Y-Caeau Lane

ARM BBridgend Road (east)

ARM CBridgend Road (south)

ARM DNewton Nottage Road

Base DevBase

+ Dev

% inc.

Base DevBase

+ Dev

% inc.

Base DevBase

+ Dev

% inc.

Base Dev Base

+ Dev

% inc.

2019 AM 13 1034 819 960

PM 10 1143 789 956

2021 AM 13 0 13 0.0 1058 20 1078 1.9 838 36 874 4.1 982 16 998 1.6

PM 10 0 10 0.0 1172 22 1194 1.8 809 39 848 4.6 980 17 997 1.7

2025 AM 14 0 14 0.0 1081 20 1101 1.8 857 36 892 4.0 1004 16 1020 1.5

PM 14 0 14 0.0 1207 22 1229 1.8 833 39 872 4.5 1009 17 1026 1.7

2030 AM 14 0 14 0.0 1116 20 1137 1.8 884 36 920 3.9 1037 16 1052 1.5

PM 11 0 11 0.0 1248 22 1270 1.7 861 39 900 4.3 1043 17 1061 1.6

2040 AM 15 0 15 0.0 1176 20 1196 1.7 931 36 967 3.7 1092 16 1107 1.4

PM 12 0 12 0.0 1320 22 1342 1.6 911 39 950 4.1 1104 17 1121 1.5

5.2.2 It can be seen from the table above that the proposed development will have a small impact at the A4106/ Bridgend Road junction, with a maximum increase in traffic of 4.6% on the Bridge Road (south) approach in the 2021 PM Peak.

5.2.3 Table 5.2 below outlines the likely increases in traffic flows, as a result of the proposed development, at the Bridgend Road/Clevis Crescent junction (Junction 2).


Table 5.2 Percentage Impact analysis- Junction 2 Bridgend Road/Clevis Crescent

Year

ARM ABridgend Road

ARM BClevis Crescent

ARM CAlderham Road

Base DevBase

+ Dev

% inc.

Base DevBase

+ Dev

% inc.

Base Dev Base

+ Dev

% inc.

2019 AM 569 202 387

PM 602 180 452

2021 AM 582 5 587 0.8 207 2 209 1.0 396 3 399 0.7

PM 617 15 632 2.3 185 2 187 1.1 464 9 472 1.8

2025 AM 595 5 600 0.8 211 2 213 0.9 405 3 408 0.7

PM 635 15 650 2.2 190 2 192 1.0 477 9 486 1.8

2030 AM 614 5 619 0.8 218 2 220 0.9 418 3 421 0.7

PM 657 15 672 2.2 196 2 198 1.0 493 9 502 1.7

2040 AM 647 5 652 0.8 230 2 232 0.9 440 3 443 0.7

PM 695 15 710 2.0 208 2 210 0.9 522 9 531 1.6

5.2.4 It can be seen from Table 5.2 that the proposed development will have a small impact at the A4106/ Bridgend Road junction, with a maximum increase in traffic of 2.3% on the Bridge Road (south) approach in the 2021 PM Peak.

5.3 Summary

5.3.1 It can be seen from the analysis above that the development will have a small impact on the local highway network, with a maximum increase of:

4.4% on the Bridgend Road (south) approach to Junction 1 in the 2021 PM peak;

2.2% of the Bridgend Road approach to Junction 2 in the 2021.

5.3.2 It should be noted that in the 2025, 2030 and 2040 scenarios, the percentage impact of the proposed development is reduced. In accordance with TAN 18, an increase in turning movements of over 5% would be considered as a material change, with a 5% increase of traffic using any link of the junction. It is therefore, considered that the proposed development will have a minimal impact on the operation of the highway network.


6 Summary and conclusions

6.1 Summary

6.1.1 Transport has been commissioned by Taylor Wimpey South Wales to produce a Transport Statement in support of a planning application for up to 74 dwellings on the former St John’s School, Newton, Porthcawl.

6.2 Development proposals

6.2.1 As part of the re-development of the site, it is proposed to provide 74 dwellings with:





12no. 1-bedroom flats


Together with 180 resident and visitor car parking spaces

Access

6.2.2 As part of the development it is proposed to provide two access to the site:

One access via Birch Walk to the east of the site to serve 70 dwellings; and

A second access route via Bryneglwys Avenue to the west of the site to serve four

large dwellings.

6.2.3 It is anticipated that pedestrians will be able to access the site via both vehicle accesses. In addition, it is proposed to provide a pedestrian/ cycle link through the site, to link the access via Birch Walk with Bryneglwys Avenue.

6.2.4 Swept path analysis have been carried out which show that a range of vehicles likely to access the site can successfully access the development and manoeuvre throughout the site.

6.2.5 As part of the re-development of the site, it is proposed to provide a total of 180 car parking spaces (with a mix of on-plot parking spaces and garages, and on and off-street parking spaces). It is also proposed to provide cycle parking provision in accordance with Bridgend County Borough Council Parking Standards.


Travel characteristics

6.2.6 It is anticipated that the development will generate a total of 420 vehicle movements (two-way) with:

A total of 396 vehicle movements (two-way) throughout the day onto Birch Walk,

192 vehicle movements (two-way) in the AM peak, 203 vehicle movements (two-

way) in the PM peak period; and,

24 vehicle movements (two-way) throughout the day onto Bryneglwys Avenue, with

three vehicle movements (two-way) in the AM peak and three vehicle movements

(two-way) in the PM peak period.

Likely impact

6.2.7 It can be seen from the percentage impact analysis that the development will have a small impact on the local highway network, with a maximum increase of:

4.6% on the Bridgend Road (south) approach to Junction 1 in the 2021 PM peak;

2.2% on the Bridgend Road approach to Junction 2 in the 2021.

6.2.8 It should be noted that in the 2025, 2030 and 2040 scenarios, the percentage impact of the proposed development is reduced.

6.2.9 In accordance with TAN 18, an increase in turning movements of over 5% would be considered as a material change, with a 5% increase of traffic using any link of the junction. It is therefore, considered that the proposed development will have a minimal impact on the operation of the highway network.

6.3 Conclusions

6.3.1 Based on the likely impact of the proposed development, it is considered that the proposed development will have a minimal impact on the operation of the local highway network.

Appendices

Appendix A

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THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. DO NOT SCALE FROM THIS DRAWING.

Revision

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5A Andrews Buildings

GENERAL NOTES

1. This drawing to be read in conjunction with all relevant civilengineering drawings.

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71

71

72

72

73

7474

7373

Bir

ch W

alk

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl



- 4.6 tonne light van


29.01.2020

1:200@A1

ECC

ABR







5.885

0.72 3.7

4.6t Light VanOverall Length 5.885mOverall Width 2.000mOverall Body Height 2.526mMin Body Ground Clearance 0.299mTrack Width 1.765mLock to Lock Time 4.00sKerb to Kerb Turning Radius 6.000m

EASEDALE PT36

74

21

SW

AL

ES

EA

SE

DA

LE

PT

36

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GOSFORD (PA 34)

GOSFORD (PA 34)

MIDFORD (PA 44)

19

1919

20 20

20

2222

22

23

2121

2323

55

56

59

59

59

60

61

62

63

60

60

61

61

62

62

63

63

64

64

71

71

72

72

73

7474

7373

Bir

ch W

alk

EASEDALE PT36

74

21

SW

AL

ES

EA

SE

DA

LE

PT

36

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GO

SF

OR

D (P

A 3

4)

GOSFORD (PA 34)

GOSFORD (PA 34)

MIDFORD (PA 44)

19

1919

20 20

20

2222

22

23

2121

2323

55

56

59

59

59

60

61

62

6360

60

61

61

62

62

63

63

64

64

71

71

72

72

73

7474

7373

Bir

ch W

alk

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl


access on to Brich Walk

- large 10.52m refuse vehicle


29.01.2020

1:200@A1

ECC

ABR

10.52

1.665 4.332 1.318

Phoenix 2-23W (with Elite 2 6x2 RS chassis)Overall Length 10.520mOverall Width 2.530mOverall Body Height 3.211mMin Body Ground Clearance 0.416mTrack Width 2.530mLock to Lock Time 4.00sKerb to Kerb Turning Radius 7.500m







Appendix B

EASEDALE PT36

18

21

SW

ALE

S

SWALE

S

EA

SE

DA

LE

PT

36

GOSFORD(PA34)

GOSFORD(PA34)

GOSFORD(PA34)

MIDFORD (PA 44)

MIDFORD (PA 44)

1818

19

1919

20 20

20

2222

22

23

24

2121

2323

2424

9

59

7474

373

35m

39m

Bir

chW

alk

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGEND

N

19112

PRELIMINARY


Porthcawl

Required visibility splays at the



16.01.2020

1:1000@A1

ABR

ABR

Scale 1:100 @ A1

Appendix C

1

2

3

Bry

ne

glw

ys

Ave

nue

1

2

3

Bry

ne

glw

ys

Ave

nue

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl


access on to Bryneglyws Avenue

- 7.5 tonne box van


10 Jan' 2020

1:100@A1

HS

ABR

1

2

3

Bry

ne

glw

ys

Ave

nue

1

2

3

Bry

ne

glw

ys

Ave

nue

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl



- 4.6 tonne light van


10 Jan' 2020

1:100@A1

HS

ABR







5.885

0.72 3.7

4.6t Light VanOverall Length 5.885mOverall Width 2.000mOverall Body Height 2.526mMin Body Ground Clearance 0.299mTrack Width 1.765mLock to Lock Time 4.00sKerb to Kerb Turning Radius 6.000m

1

2

3

Bry

ne

glw

ys

Ave

nue

1

2

3

Bry

ne

glw

ys

Ave

nue

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl



- 3.5 tonne panel van


10 Jan' 2020

1:100@A1

HS

ABR







5.339

1.011 3.3


1

2

3

Bry

ne

glw

ys

Ave

nue

1

2

3

Bry

ne

glw

ys

Ave

nue

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGENDN

19112

PRELIMINARY


Porthcawl



- VW Touran passing refuse veh.


10 Jan' 2020

1:100@A1

HS

ABR

10.52

1.665 4.332 1.318

Phoenix 2-23W (with Elite 2 6x2 RS chassis)Overall Length 10.520mOverall Width 2.530mOverall Body Height 3.211mMin Body Ground Clearance 0.416mTrack Width 2.530mLock to Lock Time 4.00sKerb to Kerb Turning Radius 7.500m













4.527 0.007

0.978 2.646


Appendix D

1

2

1 1

22

3

33

Bry

ne

glw

ys

Ave

nue

25m

27m

Revision

Drawing No

Project No

Checked

Drawn

Scale

DateDrawing Status

Project

Title



Client Project No

Penarth, CF64 2AA

Tel 029 2070 0924

[email protected]



GENERAL NOTES


LEGEND

N

19112

PRELIMINARY


Porthcawl

Required visibility splays at the

access on to Bryneglwys Ave.


16.01.2020

1:1000@A1

ABR

ABR

Appendix E

TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 30/04/19

Page 1

Lime Transport Limited Stanwell Road Penarth Licence No: 258601

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : A - HOUSES PRIVATELY OWNED

MULTI-MODAL VEHICLES

Selected regions and areas:

02 SOUTH EAST

ES EAST SUSSEX 3 days

HC HAMPSHIRE 3 days

KC KENT 3 days

SC SURREY 1 days

WS WEST SUSSEX 4 days

03 SOUTH WEST

DV DEVON 2 days

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

NF NORFOLK 3 days

SF SUFFOLK 1 days

05 EAST MIDLANDS

DS DERBYSHIRE 1 days

LN LINCOLNSHIRE 1 days

06 WEST MIDLANDS

SH SHROPSHIRE 2 days

ST STAFFORDSHIRE 1 days

WO WORCESTERSHIRE 1 days

07 YORKSHIRE & NORTH LINCOLNSHIRE

NE NORTH EAST LINCOLNSHIRE 2 days

NY NORTH YORKSHIRE 7 days

08 NORTH WEST

CH CHESHIRE 2 days

09 NORTH

CB CUMBRIA 1 days

DH DURHAM 1 days

10 WALES

PS POWYS 2 days

VG VALE OF GLAMORGAN 1 days

11 SCOTLAND

AG ANGUS 1 days

FA FALKIRK 1 days

HI HIGHLAND 1 days

PK PERTH & KINROSS 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set


Page 2


Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range

are included in the trip rate calculation.

Parameter: Number of dwellings

Actual Range: 7 to 805 (units: )

Range Selected by User: 6 to 805 (units: )

Parking Spaces Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/11 to 20/11/18

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 10 days

Tuesday 14 days

Wednesday 10 days

Thursday 8 days

Friday 5 days

This data displays the number of selected surveys by day of the week.

Selected survey types:

Manual count 47 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys

are undertaking using machines.

Selected Locations:

Edge of Town Centre 4

Suburban Area (PPS6 Out of Centre) 20

Edge of Town 23

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 45

No Sub Category 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.


Use Class:

C 3 47 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile:

1,000 or Less 1 days

1,001 to 5,000 7 days

5,001 to 10,000 9 days

10,001 to 15,000 17 days

15,001 to 20,000 13 days

This data displays the number of selected surveys within stated 1-mile radii of population.


Page 3


Secondary Filtering selection (Cont.):

Population within 5 miles:

5,001 to 25,000 10 days

25,001 to 50,000 5 days

50,001 to 75,000 6 days

75,001 to 100,000 13 days

100,001 to 125,000 2 days

125,001 to 250,000 11 days


Car ownership within 5 miles:

0.6 to 1.0 12 days

1.1 to 1.5 35 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

Yes 8 days

No 39 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 47 days

This data displays the number of selected surveys with PTAL Ratings.


Page 4


LIST OF SITES relevant to selection parameters

1 AG-03-A-01 BUNGALOWS/DET. ANGUS

KEPTIE ROAD

ARBROATH

Suburban Area (PPS6 Out of Centre)

Residential Zone

Total Number of dwellings: 7

Survey date: TUESDAY 22/05/12 Survey Type: MANUAL

2 CA-03-A-04 DETACHED CAMBRIDGESHIRE

PETERBOROUGH

THORPE PARK ROAD


Residential Zone

Total Number of dwellings: 9


3 CB-03-A-05 DETACHED/TERRACED HOUSING CUMBRIA

MACADAM WAY

PENRITH

Edge of Town Centre

Residential Zone

Total Number of dwellings: 5 0


4 CH-03-A-08 DETACHED CHESHIRE

WHITCHURCH ROAD

CHESTER

BOUGHTON HEATH


Residential Zone



5 CH-03-A-09 TERRACED HOUSES CHESHIRE

GREYSTOKE ROAD

MACCLESFIELD

HURDSFIELD

Edge of Town

Residential Zone


Survey date: MONDAY 24/11/14 Survey Type: MANUAL

6 DH-03-A-01 SEMI DETACHED DURHAM

GREENFIELDS ROAD

BISHOP AUCKLAND


Residential Zone



7 DS-03-A-02 MIXED HOUSES DERBYSHIRE

RADBOURNE LANE

DERBY

Edge of Town

Residential Zone

Total Number of dwellings: 3 7 1


8 DV-03-A-02 HOUSES & BUNGALOWS DEVON

MILLHEAD ROAD

HONITON


Residential Zone


Survey date: FRIDAY 25/09/15 Survey Type: MANUAL


Page 5


LIST OF SITES relevant to selection parameters (Cont.)

9 DV-03-A-03 TERRACED & SEMI DETACHED DEVON

LOWER BRAND LANE

HONITON


Residential Zone



10 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX

SOUTH COAST ROAD

PEACEHAVEN

Edge of Town

Residential Zone



11 ES-03-A-03 MIXED HOUSES & FLATS EAST SUSSEX

SHEPHAM LANE

POLEGATE

Edge of Town

Residential Zone



12 ES-03-A-04 MIXED HOUSES & FLATS EAST SUSSEX

NEW LYDD ROAD

CAMBER

Edge of Town

Residential Zone



13 FA-03-A-01 SEMI-DETACHED/TERRACED FALKIRK

MANDELA AVENUE

FALKIRK


Residential Zone


Survey date: THURSDAY 30/05/13 Survey Type: MANUAL

14 HC-03-A-20 HOUSES & FLATS HAMPSHIRE

CANADA WAY

LIPHOOK


Residential Zone



15 HC-03-A-21 TERRACED & SEMI-DETACHED HAMPSHIRE

PRIESTLEY ROAD

BASINGSTOKE

HOUNDMILLS

Edge of Town

Residential Zone



16 HC-03-A-22 MIXED HOUSES HAMPSHIRE

BOW LAKE GARDENS

NEAR EASTLEIGH

BISHOPSTOKE

Edge of Town

Residential Zone


Survey date: WEDNESDAY 31/10/18 Survey Type: MANUAL


Page 6



17 HI-03-A-14 SEMI-DETACHED & TERRACED HIGHLAND

KING BRUDE ROAD

INVERNESS

SCORGUIE


Residential Zone



18 KC-03-A-03 MIXED HOUSES & FLATS KENT

HYTHE ROAD

ASHFORD

WILLESBOROUGH


Residential Zone



19 KC-03-A-04 SEMI-DETACHED & TERRACED KENT

KILN BARN ROAD

AYLESFORD

DITTON

Edge of Town

Residential Zone



20 KC-03-A-07 MIXED HOUSES KENT

RECULVER ROAD

HERNE BAY

Edge of Town

Residential Zone



21 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE

ROOKERY LANE

LINCOLN

BOULTHAM


Residential Zone



22 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE

HANOVER WALK

SCUNTHORPE

Edge of Town

No Sub Category



23 NE-03-A-03 PRIVATE HOUSES NORTH EAST LINCOLNSHIRE

STATION ROAD

SCUNTHORPE

Edge of Town Centre

Residential Zone



24 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK

YARMOUTH ROAD

CAISTER-ON-SEA


Residential Zone




Page 7



25 NF-03-A-02 HOUSES & FLATS NORFOLK

DEREHAM ROAD

NORWICH


Residential Zone



26 NF-03-A-03 DETACHED HOUSES NORFOLK

HALING WAY

THETFORD

Edge of Town

Residential Zone



27 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGE


Residential Zone



28 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE

NICHOLAS STREET

YORK


Residential Zone



29 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTON


Residential Zone



30 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPON

Edge of Town

No Sub Category



31 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGE

Edge of Town

Residential Zone



32 NY-03-A-12 TOWN HOUSES NORTH YORKSHIRE

RACECOURSE LANE

NORTHALLERTON

Edge of Town Centre

Residential Zone




Page 8



33 NY-03-A-13 TERRACED HOUSES NORTH YORKSHIRE

CATTERICK ROAD

CATTERICK GARRISON

OLD HOSPITAL COMPOUND


Residential Zone



34 PK-03-A-01 DETAC. & BUNGALOWS PERTH & KINROSS

TULLYLUMB TERRACE

PERTH

CORNHILL


Residential Zone



35 PS-03-A-01 MIXED HOUSES POWYS

BRYN GLAS

WELSHPOOL

Edge of Town Centre

Residential Zone



36 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS

GUNROG ROAD

WELSHPOOL


Residential Zone



37 SC-03-A-04 DETACHED & TERRACED SURREY

HIGH ROAD

BYFLEET

Edge of Town

Residential Zone



38 SF-03-A-05 DETACHED HOUSES SUFFOLK

VALE LANE

BURY ST EDMUNDS

Edge of Town

Residential Zone



39 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE

SANDCROFT

TELFORD

SUTTON HILL

Edge of Town

Residential Zone



40 SH-03-A-06 BUNGALOWS SHROPSHIRE

ELLESMERE ROAD

SHREWSBURY

Edge of Town

Residential Zone




Page 9



41 ST-03-A-07 DETACHED & SEMI-DETACHED STAFFORDSHIRE

BEACONSIDE

STAFFORD

MARSTON GATE

Edge of Town

Residential Zone



42 VG-03-A-01 SEMI-DETACHED & TERRACED VALE OF GLAMORGAN

ARTHUR STREET

BARRY

Edge of Town

Residential Zone



43 WO-03-A-07 MIXED HOUSES WORCESTERSHIRE

TEASEL WAY

WORCESTER

CLAINES


Residential Zone



44 WS-03-A-04 MIXED HOUSES WEST SUSSEX

HILLS FARM LANE

HORSHAM

BROADBRIDGE HEATH

Edge of Town

Residential Zone




ELLIS ROAD

WEST HORSHAM

S BROADBRIDGE HEATH

Edge of Town

Residential Zone




ROUNDSTONE LANE

ANGMERING

Edge of Town

Residential Zone




TODDINGTON LANE

LITTLEHAMPTON

WICK

Edge of Town

Residential Zone



This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.


Page 10


RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED


Ranking Type: TOTALS Time Range: 08:00-09:00

15th Percentile = No. 40 CA-03-A-04 Tot: 0.333

85th Percentile = No. 8 CH-03-A-08 Tot: 0.637

Median Values Mean Values

Arrivals: 0.105 Arrivals: 0.138

Departures: 0.383 Departures: 0.365

Totals: 0.488 Totals: 0.503

Trip Rate (Sorted by Totals) Park Spaces

Rank Site-Ref Description Town/City Area DWELLS Day Date Arrivals Departures Totals Per Dwelling

1 PK-03-A-01 DETAC. & BUNGA PERTH PERTH & KINROSS 36 Wed 11/05/11 0.861 0.667 1.528 3.36

2 VG-03-A-01 S E M I - D E T A C H E D BARRY VALE OF GLAMORGAN 12 Mon 08/05/17 0.250 0.667 0.917 2.33

3 NY-03-A-13 TERRACED HOUSE CATTERICK GARRISON NORTH YORKSHIRE 10 Wed 10/05/17 0.200 0.700 0.900 1.90

4 KC-03-A-03 MIXED HOUSES & ASHFORD KENT 51 Thu 14/07/16 0.157 0.588 0.745 2.16

5 NY-03-A-10 HOUSES AND FLA RIPON NORTH YORKSHIRE 71 Tue 17/09/13 0.183 0.521 0.704 0.83

6 CB-03-A-05 DETACHED/TERRA PENRITH CUMBRIA 50 Tue 21/06/16 0.160 0.520 0.680 2.34

7 CH-03-A-09 TERRACED HOUSE MACCLESFIELD CHESHIRE 24 Mon 24/11/14 0.250 0.417 0.667 1.33

8 CH-03-A-08 DETACHED CHESTER CHESHIRE 11 Tue 22/05/12 0.182 0.455 0.637 4.73

9 ES-03-A-03 MIXED HOUSES & POLEGATE EAST SUSSEX 212 Mon 11/07/16 0.165 0.462 0.627 1.68

10 KC-03-A-07 MIXED HOUSES HERNE BAY KENT 288 Wed 27/09/17 0.240 0.385 0.625 3.09

11 WS-03-A-06 MIXED HOUSES WEST HORSHAM WEST SUSSEX 805 Thu 02/03/17 0.163 0.460 0.623 2.14

12 FA-03-A-01 SEMI-DETACHED/ FALKIRK FALKIRK 37 Thu 30/05/13 0.189 0.432 0.621 1.41

13 DV-03-A-03 TERRACED & SEM HONITON DEVON 70 Mon 28/09/15 0.086 0.529 0.615 1.66

14 KC-03-A-04 S E M I - D E T A C H E D AYLESFORD KENT 110 Fri 22/09/17 0.127 0.473 0.600 1.77

15 HI-03-A-14 S E M I - D E T A C H E D INVERNESS HIGHLAND 40 Wed 23/03/16 0.125 0.475 0.600 2.23

16 AG-03-A-01 BUNGALOWS/DET. ARBROATH ANGUS 7 Tue 22/05/12 0.286 0.286 0.572 2.71

17 NY-03-A-11 PRIVATE HOUSIN BOROUGHBRIDGE NORTH YORKSHIRE 23 Wed 18/09/13 0.000 0.565 0.565 6.26

18 HC-03-A-21 TERRACED & SEM BASINGSTOKE HAMPSHIRE 39 Tue 13/11/18 0.103 0.410 0.513 2.51

19 PS-03-A-02 DETACHED/SEMI- WELSHPOOL POWYS 28 Mon 11/05/15 0.179 0.321 0.500 2.32

20 SH-03-A-05 SEMI-DETACHED/ TELFORD SHROPSHIRE 54 Thu 24/10/13 0.130 0.370 0.500 1.17

21 NY-03-A-06 BUNGALOWS & SE BOROUGHBRIDGE NORTH YORKSHIRE 115 Fri 14/10/11 0.096 0.400 0.496 3.50

22 SC-03-A-04 DETACHED & TER BYFLEET SURREY 71 Thu 23/01/14 0.141 0.352 0.493 2.49

23 DS-03-A-02 MIXED HOUSES DERBY DERBYSHIRE 371 Tue 10/07/18 0.089 0.402 0.491 2.92

24 ST-03-A-07 DETACHED & SEM STAFFORD STAFFORDSHIRE 248 Wed 22/11/17 0.105 0.383 0.488 3.55

25 ES-03-A-02 PRIVATE HOUSIN PEACEHAVEN EAST SUSSEX 37 Fri 18/11/11 0.081 0.405 0.486 1.59

26 WS-03-A-08 MIXED HOUSES ANGMERING WEST SUSSEX 180 Thu 19/04/18 0.106 0.367 0.473 2.93

27 NF-03-A-02 HOUSES & FLATS NORWICH NORFOLK 98 Mon 22/10/12 0.122 0.347 0.469 2.24

28 HC-03-A-20 HOUSES & FLATS LIPHOOK HAMPSHIRE 62 Tue 20/11/18 0.081 0.371 0.452 2.19

29 NF-03-A-01 SEMI DET. & BU CAISTER-ON-SEA NORFOLK 27 Tue 16/10/12 0.148 0.296 0.444 2.37

30 PS-03-A-01 MIXED HOUSES WELSHPOOL POWYS 16 Mon 11/05/15 0.188 0.250 0.438 1.63

31 NE-03-A-03 PRIVATE HOUSES SCUNTHORPE NORTH EAST LINCOLNS 180 Tue 20/05/14 0.144 0.283 0.427 2.68

32 NE-03-A-02 SEMI DETACHED SCUNTHORPE NORTH EAST LINCOLNS 432 Mon 12/05/14 0.067 0.354 0.421 1.00

33 WS-03-A-04 MIXED HOUSES HORSHAM WEST SUSSEX 151 Thu 11/12/14 0.139 0.278 0.417 2.28

34 LN-03-A-03 SEMI DETACHED LINCOLN LINCOLNSHIRE 22 Tue 18/09/12 0.045 0.364 0.409 1.09

35 NY-03-A-12 TOWN HOUSES NORTHALLERTON NORTH YORKSHIRE 47 Tue 27/09/16 0.170 0.234 0.404 1.66

36 HC-03-A-22 MIXED HOUSES NEAR EASTLEIGH HAMPSHIRE 40 Wed 31/10/18 0.075 0.325 0.400 2.52

37 NY-03-A-09 MIXED HOUSING NORTHALLERTON NORTH YORKSHIRE 52 Mon 16/09/13 0.173 0.212 0.385 2.60

38 DV-03-A-02 HOUSES & BUNGA HONITON DEVON 116 Fri 25/09/15 0.103 0.241 0.344 2.25

39 NY-03-A-08 TERRACED HOUSE YORK NORTH YORKSHIRE 21 Mon 16/09/13 0.048 0.286 0.334 1.14


Page 11




40 CA-03-A-04 DETACHED PETERBOROUGH CAMBRIDGESHIRE 9 Tue 18/10/11 0.000 0.333 0.333 2.44

41 WS-03-A-10 MIXED HOUSES LITTLEHAMPTON WEST SUSSEX 79 Wed 07/11/18 0.089 0.241 0.330 2.41

42 SF-03-A-05 DETACHED HOUSE BURY ST EDMUNDS SUFFOLK 18 Wed 09/09/15 0.000 0.222 0.222 4.17

43 NF-03-A-03 DETACHED HOUSE THETFORD NORFOLK 10 Wed 16/09/15 0.100 0.100 0.200 3.70

44 ES-03-A-04 MIXED HOUSES & CAMBER EAST SUSSEX 134 Fri 15/07/16 0.052 0.134 0.186 1.91

45 DH-03-A-01 SEMI DETACHED BISHOP AUCKLAND DURHAM 50 Tue 28/03/17 0.020 0.140 0.160 1.74

46 WO-03-A-07 MIXED HOUSES WORCESTER WORCESTERSHIRE 146 Tue 26/06/18 0.062 0.075 0.137 4.32

47 SH-03-A-06 BUNGALOWS SHREWSBURY SHROPSHIRE 16 Thu 22/05/14 0.000 0.063 0.062 2.00

This section displays actual (not average) trip rates for each of the survey days in the selected set, and ranks them in

order of relative trip rate intensity, for a given time period (or peak period irrespective of time) selected by the user.

The count type and direction are both displayed just above the table, along with the rows within the table representing

the 85th and 15th percentile trip rate figures (highlighted in bold within the table itself).

The table itself displays details of each individual survey, alongside arrivals, departures and totals trip rates, sorted by

whichever of the three directional options has been chosen by the user. As with the preceeding trip rate calculation

results table, the trip rates shown are per the calculation factor (e.g. per 100m2 GFA, per employee, per hectare, etc).

Note that if the peak period option has been selected (as opposed to a specific chosen time period), the peak period

for each individual survey day in the table is also displayed.


Page 21





15th Percentile = No. 40 NY-03-A-08 Tot: 0.334
















































Page 22






















Page 32





15th Percentile = No. 40 NE-03-A-03 Tot: 2.916
















































Page 33






















Page 1



MULTI-MODAL CYCLISTS


15th Percentile = No. 40 SH-03-A-05 Tot: 0.000

















































Page 2












order of relative trip rate intensity, for a given time period (or peak period irrespective of time) selected by the user. The

count type and direction are both displayed just above the table, along with the rows within the table representing the

85th and 15th percentile trip rate figures (highlighted in bold within the table itself).




Note that if the peak period option has been selected (as opposed to a specific chosen time period), the peak period for

each individual survey day in the table is also displayed.


Page 3






85th Percentile = No. 8 HI-03-A-14 Tot: 0.050
















































Page 4





















Page 5






85th Percentile = No. 8 AG-03-A-01 Tot: 0.286
















































Page 6





















Page 1



MULTI-MODAL PEDESTRIANS


15th Percentile = No. 40 KC-03-A-07 Tot: 0.056

















































Page 2





















Page 3





15th Percentile = No. 40 DV-03-A-02 Tot: 0.034

















































Page 4





















Page 5





15th Percentile = No. 40 NF-03-A-02 Tot: 0.582

















































Page 6





















Page 1



MULTI-MODAL PUBLIC TRANSPORT USERS



















































Page 2





















Page 3






85th Percentile = No. 8 DH-03-A-01 Tot: 0.040
















































Page 4





















Page 5






85th Percentile = No. 8 HC-03-A-20 Tot: 0.371
















































Page 6





















Page 1



MULTI-MODAL TOTAL PEOPLE


15th Percentile = No. 40 SF-03-A-05 Tot: 0.611

















































Page 2





















Page 3






















































Page 4





















Page 5





15th Percentile = No. 40 WS-03-A-10 Tot: 5.899

















































Page 6




















Appendix F

TRICS 7.6.1 290419 B19.08 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 25/07/19

Page 1


Calculation Reference: AUDIT-258601-190725-0717

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : B - AFFORDABLE/LOCAL AUTHORITY HOUSES


Selected regions and areas:

07 YORKSHIRE & NORTH LINCOLNSHIRE

WY WEST YORKSHIRE 2 days

08 NORTH WEST

LC LANCASHIRE 1 days

MS MERSEYSIDE 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set


This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range

are included in the trip rate calculation.

Parameter: Number of dwellings

Actual Range: 15 to 54 (units: )

Range Selected by User: 14 to 280 (units: )

Parking Spaces Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/11 to 19/09/13

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 1 days

Tuesday 2 days

Thursday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types:

Manual count 4 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys

are undertaking using machines.

Selected Locations:

Edge of Town Centre 1

Suburban Area (PPS6 Out of Centre) 1

Edge of Town 2

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 3

Built-Up Zone 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.


Use Class:

C 3 4 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.


Page 2


Secondary Filtering selection (Cont.):

Population within 1 mile:

1,001 to 5,000 1 days

5,001 to 10,000 1 days

10,001 to 15,000 1 days

25,001 to 50,000 1 days


Population within 5 miles:

5,001 to 25,000 1 days

75,001 to 100,000 2 days

125,001 to 250,000 1 days


Car ownership within 5 miles:

0.6 to 1.0 3 days

1.1 to 1.5 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

No 4 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 4 days

This data displays the number of selected surveys with PTAL Ratings.


Page 3


LIST OF SITES relevant to selection parameters

1 LC-03-B-02 SEMI DETACHED/TERRACED LANCASHIRE

BILLINGE STREET

BLACKBURN

Edge of Town Centre

Residential Zone



2 MS-03-B-01 TERRACED MERSEYSIDE

TARBOCK ROAD

LIVERPOOL

SPEKE

Edge of Town

Residential Zone



3 WY-03-B-02 MIXED HOUSES WEST YORKSHIRE

WHITEACRE STREET

HUDDERSFIELD

DEIGHTON

Edge of Town

Residential Zone



4 WY-03-B-03 TERRACED HOUSES WEST YORKSHIRE

LINCOLN GREEN ROAD

LEEDS


Built-Up Zone



This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.


Page 4


TRIP RATE for Land Use 03 - RESIDENTIAL/B - AFFORDABLE/LOCAL AUTHORITY HOUSES


Calculation factor: 1 DWELLS

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 29 0.079 4 29 0.096 4 29 0.17507:00 - 08:00

4 29 0.175 4 29 0.351 4 29 0.52608:00 - 09:00

4 29 0.246 4 29 0.254 4 29 0.50009:00 - 10:00

4 29 0.167 4 29 0.184 4 29 0.35110:00 - 11:00

4 29 0.123 4 29 0.132 4 29 0.25511:00 - 12:00

4 29 0.167 4 29 0.149 4 29 0.31612:00 - 13:00

4 29 0.114 4 29 0.114 4 29 0.22813:00 - 14:00

4 29 0.175 4 29 0.158 4 29 0.33314:00 - 15:00

4 29 0.228 4 29 0.237 4 29 0.46515:00 - 16:00

4 29 0.140 4 29 0.184 4 29 0.32416:00 - 17:00

4 29 0.211 4 29 0.175 4 29 0.38617:00 - 18:00

4 29 0.167 4 29 0.096 4 29 0.26318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.992 2.130 4.122

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals

plus departures). Within each of these main columns are three sub-columns. These display the number of survey days

where count data is included (per time period), the average value of the selected trip rate calculation parameter (per

time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the

foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.


Page 5


The survey data, graphs and all associated supporting information, contained within the TRICS Database are published

by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published

work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the

data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights

and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database.

[No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 15 - 54 (units: )

Survey date date range: 01/01/11 - 19/09/13

Number of weekdays (Monday-Friday): 4

Number of Saturdays: 0

Number of Sundays: 0

Surveys automatically removed from selection: 0

Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.


Page 9









00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 29 0.000 4 29 0.000 4 29 0.00007:00 - 08:00

4 29 0.009 4 29 0.026 4 29 0.03508:00 - 09:00

4 29 0.009 4 29 0.018 4 29 0.02709:00 - 10:00

4 29 0.018 4 29 0.000 4 29 0.01810:00 - 11:00

4 29 0.000 4 29 0.000 4 29 0.00011:00 - 12:00

4 29 0.000 4 29 0.000 4 29 0.00012:00 - 13:00

4 29 0.000 4 29 0.000 4 29 0.00013:00 - 14:00

4 29 0.000 4 29 0.009 4 29 0.00914:00 - 15:00

4 29 0.026 4 29 0.009 4 29 0.03515:00 - 16:00

4 29 0.000 4 29 0.009 4 29 0.00916:00 - 17:00

4 29 0.009 4 29 0.000 4 29 0.00917:00 - 18:00

4 29 0.000 4 29 0.000 4 29 0.00018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.071 0.071 0.142





time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at

the foot of the table.



(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the

stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the

stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is:

COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.


Page 13









00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 29 0.035 4 29 0.088 4 29 0.12307:00 - 08:00

4 29 0.096 4 29 0.526 4 29 0.62208:00 - 09:00

4 29 0.140 4 29 0.149 4 29 0.28909:00 - 10:00

4 29 0.140 4 29 0.175 4 29 0.31510:00 - 11:00

4 29 0.158 4 29 0.219 4 29 0.37711:00 - 12:00

4 29 0.246 4 29 0.158 4 29 0.40412:00 - 13:00

4 29 0.114 4 29 0.105 4 29 0.21913:00 - 14:00

4 29 0.184 4 29 0.246 4 29 0.43014:00 - 15:00

4 29 0.570 4 29 0.333 4 29 0.90315:00 - 16:00

4 29 0.132 4 29 0.228 4 29 0.36016:00 - 17:00

4 29 0.325 4 29 0.307 4 29 0.63217:00 - 18:00

4 29 0.175 4 29 0.193 4 29 0.36818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.315 2.727 5.042














Page 17









00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 29 0.000 4 29 0.009 4 29 0.00907:00 - 08:00

4 29 0.000 4 29 0.070 4 29 0.07008:00 - 09:00

4 29 0.009 4 29 0.044 4 29 0.05309:00 - 10:00

4 29 0.000 4 29 0.009 4 29 0.00910:00 - 11:00

4 29 0.009 4 29 0.000 4 29 0.00911:00 - 12:00

4 29 0.009 4 29 0.000 4 29 0.00912:00 - 13:00

4 29 0.026 4 29 0.000 4 29 0.02613:00 - 14:00

4 29 0.009 4 29 0.009 4 29 0.01814:00 - 15:00

4 29 0.053 4 29 0.009 4 29 0.06215:00 - 16:00

4 29 0.000 4 29 0.009 4 29 0.00916:00 - 17:00

4 29 0.044 4 29 0.000 4 29 0.04417:00 - 18:00

4 29 0.009 4 29 0.000 4 29 0.00918:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.168 0.159 0.327














Page 21









00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 29 0.132 4 29 0.254 4 29 0.38607:00 - 08:00

4 29 0.342 4 29 1.184 4 29 1.52608:00 - 09:00

4 29 0.509 4 29 0.570 4 29 1.07909:00 - 10:00

4 29 0.404 4 29 0.482 4 29 0.88610:00 - 11:00

4 29 0.316 4 29 0.395 4 29 0.71111:00 - 12:00

4 29 0.474 4 29 0.360 4 29 0.83412:00 - 13:00

4 29 0.281 4 29 0.254 4 29 0.53513:00 - 14:00

4 29 0.456 4 29 0.491 4 29 0.94714:00 - 15:00

4 29 1.132 4 29 0.746 4 29 1.87815:00 - 16:00

4 29 0.377 4 29 0.544 4 29 0.92116:00 - 17:00

4 29 0.667 4 29 0.570 4 29 1.23717:00 - 18:00

4 29 0.430 4 29 0.351 4 29 0.78118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 5.520 6.201 1 1.721













Appendix G

No. of arrivals

No. of departs

Total no. of trips

8am-9am 12 29 41 Arrivals Arrivals

From To AM Peak PM Peak 5pm-6pm 37 10 47 A Bridgend Road - Aldenham Road 23% 3 A Bridgend Road - Aldenham Road 23% 9

2019 2021 1.0232 1.0255 B Bridgend Road - Newton Nottage Road - Pyle Road (west)

34% 4 B Bridgend Road - Newton Nottage Road - Pyle Road (west)

34% 13

2019 2025 1.0458 1.0556 C Bridgend Road - A4106 - A48 east) 44% 6 C Bridgend Road - A4106 - A48 (east) 44% 162019 2030 1.0797 1.09152019 2040 1.137 1.155 Departures Departures

A Bridgend Road - Aldenham Road 23% 7 A Bridgend Road - Aldenham Road 23% 2

B Bridgend Road - Newton Nottage Road - Pyle Road (west)

34% 10 B Bridgend Road - Newton Nottage Road - Pyle Road (west)

34% 3

C Bridgend Road - A4106 - A48 (east) 44% 13 C Bridgend Road - A4106 - A48 (east) 44% 4Private

arrival rate

depart rate

Total rate

8am-9am 0.182 0.455 0.637 Arrivals Arrivals5pm-6pm 0.609 0.130 0.739 A Bridgend Road - Aldenham Road 23% 0 A Bridgend Road - Aldenham Road 23% 1

B Bridgend Road - Newton Nottage Road - Pyle Road

34% 0 B Bridgend Road - Newton Nottage Road - Pyle Road

34% 1

C Bridgend Road - A4106 - A48 44% 0 C Bridgend Road - A4106 - A48 44% 1Affordable

Departures DeparturesA Bridgend Road - Aldenham Road 23% 0 A Bridgend Road - Aldenham Road 23% 0

arrival rate

depart rate

Total rate BBridgend Road - Newton Nottage Road - Pyle

Road (west)34% 1 B

Bridgend Road - Newton Nottage Road - Pyle Road (west)

34% 0

8am-9am 0.175 0.351 0.526 C Bridgend Road - A4106 - A48 (east) 44% 1 C Bridgend Road - A4106 - A48 (east) 44% 05pm-6pm 0.211 0.175 0.386

Church Street 4 Birch Walk 70

Affordable 0 Affordable 13Private 4 Private 57

no. of arrivals

no of departs

Total vehsno. of

arrivalsno of

departsTotal vehs

8am-9am 1 2 3 8am-9am 13 30 435pm-6pm 2 1 3 5pm-6pm 37 10 47

Birch Road Access

AM PM

Church Street

Bridgend 019 Growth factors

AM PM

GROWTH FACTOR

No. Vehs

HGVS #### #### 0%% HGVS

########

0% 5

########

11 14 6 0%

0% 0% 0% 0%0% 13

0% 0%

1 10 0%31 0%

31

0% 0%24 0%

1 3 7 0%

0% 0% #### 0%

1

1 0%#### 0% 0% 0%

31

0% #### 0%0%0%

1 0%0% 0% 1

0% 0% 0% 0%

0% 0% 0% 31 130%

1

0 0% 1 0%0 0%

0% 0%

0% 0%0

1

0%0 0 0%

0% 0% 2 0%0%

0% 0%

Bridgend RoadNewton Nottage Road

Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

DEV AM

No. Vehs

HGVS #### #### 0%% HGVS

########

0% 14

########

3 4 18 0%

0% 0% 0% 0%0% 38

0% 0%

2 29 0%10 0%

10

0% 0%8 0%

9 2 0%

0% 0% #### 0%

2

4 0%#### 0% 0% 0%

92

0% #### 0%0%0%

4 0%0% 0% 4

0% 0% 0% 0%

0% 0% 0% 10 380%

2

0 0% 0 0%0 0%

0% 0%

0% 0%0

2

0%1 0 0%

0% 0% 1 0%0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

DEV PM

Appendix H

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 3443% 5 156

4 0 0%239 7 3%

214 1 278 169 5 3%5 0 52% 0% 2% 0%

######## ####

0%####

#### 0%########

0% #### 4% 0%6 0

141 105

87 1 1%2 0 0% 0% #### 0%

236 87 03% 0% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2019 AM PEAK 0800-0900

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 2790% 0 171

1 0 0%374 0 0%

126 0 219 270 3 1%0 0 30% 0% 1% 0%

######## ####

0%####

#### 0%########

0% #### 2% 0%4 0

214 109

56 0 0%6 0 0% 0% #### 0%

223 93 11% 11% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2019 PM PEAK 1700-1800

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 0 3523% 5 160

4 0 0%245 7 3%

219 1 284 173 5 3%5 0 52% 0% 2% 0%

######## ####

0%####

#### 0%########

0% #### 4% 0%6 0

144 107

89 1 1%2 0 0% 0% #### 0%

241 87 03% 0% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2021 AM PEAK 0800-0900

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 2860% 0 175

1 0 0%384 0 0%

129 0 225 277 3 1%0 0 30% 0% 1% 0%

######## ####

0%####

#### 0%########

0% #### 2% 0%4 0

219 112

57 0 0%6 0 0% 0% #### 0%

229 93 11% 11% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2021 PM PEAK 1700-1800

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 0 3603% 5 163

4 0 0%250 7 3%

224 1 291 177 5 3%5 0 52% 0% 2% 0% 0

#### 0#### ####

0 00 0 0 0%

0 ####

0 0#### 0%

0 0 ####0 0 0 0 ####0 00% #### 4% 0%

6 0147 110

91 1 1%2 0 0% 0% #### 0%

247 87 03% 0% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2025 AM PEAK 0800-0900

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 2950% 0 181

1 0 0%395 0 0%

133 0 231 285 3 1%0 0 30% 0% 1% 0%

######## ####

0%####

#### 0%########

0% #### 2% 0%4 0

226 115

59 0 0%6 0 0% 0% #### 0%

235 103 11% 11% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2025 PM PEAK 1700-1800

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 0 3713% 5.4 168

4 0 0%258 7.56 3%

231 1 300 182 5.4 3%5.4 0 5.42% 0% 2% 0% 0

#### 0#### ####

0 00 0 0 0%

0 ####

0 0#### 0%

0 0 ####0 0 0 0 ####0 00% #### 4% 0%

6 0152 113

94 1.08 1%2 0 0% 0% #### 0%

255 98 03% 0% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2030 AM PEAK 0800-0900

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 3050% 0 187

1 0 0%408 0 0%

138 0 239 295 3 1%0 0 30% 0% 1% 0%

######## ####

0 00 0 0 0%

0 ####

#### 0%0 ####

0 0 0 ####0 00% #### 2% 0%

4 0234 119

61 0 0%7 0 0% 0% #### 0%

243 103 11% 11% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2030 PM PEAK 1700-1800

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 6 2 1 00% 0 3913% 6 177

5 0 0%272 8 3%

243 1 316 192 6 3%6 0 62% 0% 2% 0% 0

#### 0#### ####

0 00 0 0 0%

0 ####

0 0#### 0%

0 0 ####0 0 0 0 ####0 00% #### 4% 0%

7 0160 119

99 1 1%2 0 0% 0% #### 0%

268 98 03% 0% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2040 AM PEAK 0800-0900

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 5 3 00% 1 3220% 0 198

1 0 0%432 0 0%

146 0 253 312 3.47 1%0 0 3.470% 0% 1% 0%

######## ####

0 00 0 0 0%

0 ####

#### 0%0 0 ####

0 0 0 0 ####0 00% #### 2% 0%

5 0247 126

65 0 0%7 0 0% 0% #### 0%

258 103 11% 11% 0%

0%0%

####0% 0%

#### 0% #### 0%

0% #### ####0%

#### ########

0% 0%

0% ####0

0%####

0% #### ####0%

0% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2040 PM PEAK 1700-1800

Appendix I

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 0 3523% 5.12 164

4 0 0%245 7.16 3%

230 1 299 179 5.12 3%5.12 0 5.12

2% 0% 2% 0% 0 00% 0 13

0% 0%0 01 10 0 0 0%

31 0 0%31 00 00% 0%

24 0 0%1 3 7 0 0%0 00% 0% 4% 0%

6.14 0144 108

90 1.02 1%2 0 0% 0% 0% 0%

244 8 0 0 07.16 0 1 0

3% 0% 0% 0 00% 0 00% 0 0

1 0 0%0 0 0% 0 0 0% 1 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 31 13 00 0 0% 0 00 1

0 0 0% 1 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 1

0 0 0%0 0 0 0 0%0 00% 0% 2 0 0%

0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2021 AM PEAK 0800-0900 + DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 2860% 0 189

1 0 0%384 0 0%

133 0 229 294 3 1%0 0 30% 0% 1% 0% 0 0

0% 0 380% 0%0 02 29 0 0 0%

10 0 0%10 00 00% 0%

8 0 0%0 9 2 0 0%0 00% 0% 2% 0%

4 0219 114

61 0 0%6 0 0% 0% 0% 0%

237 9 0 0 03 1 0 2 01% 11% 0% 0 0

0% 0 00% 0 0

4 0 0%0 0 0% 0 0 0% 4 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 10 38 00 0 0% 0 00 2

0 0 0% 0 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 2

0 0 0%0 1 0 0 0%0 00% 0% 1 0 0%

0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2021 PM PEAK 0800-0900 + DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 00% 0 3603% 5 168

4 0 0%250 7 3%

235 1 305 183 5 3%5 0 52% 0% 2% 0% 0 0

0% 0 130% 0%0 01 10 0 0 0%

31 0 0%31 00 00% 0%

24 0 0%1 3 7 0 0%0 00% 0% 4% 0%

6 0147 110

92 1 1%2 0 0% 0% 0% 0%

250 8 0 0 07 0 0 1 03% 0% 0% 0 0

0% 0 00% 0 0

1 0 0%0 0 0% 0 0 0% 1 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 31 13 00 0 0% 0 00 1

0 0 0% 1 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 1

0 0 0%0 0 0 0 0%0 00% 0% 2 0 0%

0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2025 AM PEAK 0800-0900+DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 2950% 0 194

1 0 0%395 0 0%

136 0 236 303 3 1%0 0 3

0% 0% 1% 0% 0 00% 0 38

0% 0%0 02 29 0 0 0%

10 0 0%10 00 00% 0%

8 0 0%0 9 2 0 0%0 0

0% 0% 2% 0%4 0

226 117

63 0 0%6 0 0% 0% 0% 0%

244 10 0 0 03 1 0 2 0

1% 11% 0% 0 00% 0 00% 0 0

4 0 0%0 0 0% 0 0 0% 4 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 10 38 00 0 0% 0 00 2

0 0 0% 0 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 2

0 0 0%0 1 0 0 0%0 0

0% 0% 1 0 0%0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is L

ane

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2025 PM PEAK 1700-1800+DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 5 2 1 0 00% 0 3713% 5 173

4 0 0%258 8 3%

242 1 314 188 5 3%5 0 52% 0% 2% 0% 0 0

0% 0 130% 0%0 01 10 0 0 0%

30.8 0 0%31 0

0 0 00% 0%

24 0 0%1 3 7 0 0%0 0

0% 0% 4% 0%6 0

152 113.94

95 1 1%2 0 0% 0% 0% 0%

258 9 0 0 08 0 0 1 0

3% 0% 0% 0 00% 0 00% 0 0

1 0 0%0 0 0% 0 0 0% 1 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 31 13 00 0 0% 0 00 1

0 0 0% 1 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 1

0 0 0%0 0 0 0 0%0 0

0% 0% 2 0 0%0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2030 AM PEAK 0800-0900+DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 4 3 00% 1 3050% 0 200

1 0 0%408 0 0%

141 0 244 312 3 1%0 0 30% 0% 1% 0% 0 0

0% 0 380% 0%0 02 29 0 0 0%

10 0 0%10 00 00% 0%

8 0 0%0 9 2 0 0%0 00% 0% 2% 0%

4 0234 121

65 0 0%7 0 0% 0% 0% 0%

252 10 0 0 03 1 0 2 01% 11% 0% 0 0

0% 0 00% 0 0

4 0 0%0 0 0% 0 0 0% 4 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 10 38 00 0 0% 0 00 2

0 0 0% 0 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 2

0 0 0%0 1 0 0 0%0 00% 0% 1 0 0%

0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2030 PM PEAK 1700-1800 +DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 6 2 1 00% 0 3913% 6 182

5 0 0%272 8 3%

254 1 330 198 6 3%6 0 62% 0% 2% 0% 0 0

0% 0 130% 0%0 01 10 0 0 0%

31 0 0%31 00 00% 0%

24 0 0%1 3 7 0 0%0 00% 0% 4% 0%

7 0160 120

100 1 1%2 0 0% 0% 0% 0%

271 9 0 0 08 0 0 1 03% 0% 0% 0 0

0% 0 00% 0 0

1 0 0%0 0 0% 0 0 0% 1 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 31 13 00 0 0% 0 00 1

0 0 0% 1 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 1

0 0 0%0 0 0 0 0%0 00% 0% 2 0 0%

0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Clevis Crescent

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Heol-Y-Graig

2040 AM PEAK 0800-0900+DEV

No. Vehs

HGVS 0% 0% 0%% HGVS 0 0 0

0% 0 2 5 3 00% 1 3220% 0 211

1 0 0%432 0 0%

149 0 257 329 3 1%0 0 30% 0% 1% 0% 0 0

0% 0 380% 0%0 02 29 0 0 0%

10 0 0%10 00 00% 0%

8 0 0%0 9 2 0 0%0 00% 0% 2% 0%

5 0247 128

69 0 0%7 0 0% 0% 0% 0%

266 10 0 0 03 1 0 2 01% 11% 0% 0 0

0% 0 00% 0 0

4 0 0%0 0 0% 0 0 0% 4 0

0 00% 0% 0% 0%

0 00% 0% 0% 0 10 38 00 0 0% 0 00 2

0 0 0% 0 0 0% 0 00 0 0% 0 0

0% 0%

0% 0%0 00 2

0 0 0%0 1 0 0 0%0 00% 0% 1 0 0%

0 0 0 0 0%0 00% 0%


Tyn

Y-Ca

eau

Lane

Brid

gend

Roa

d

Danygraig Avenue

Birc

h W

alk

Church Street

Clev

is

Clev

is La

ne

Alde

nham

Roa

d

SITE 170 Dwellings

SITE 24 Dwellings

Clevis Crescent

2040 PM PEAK 1700-1800+DEV

st john’s school, newton, porthcawl · january 2020 st john’s school, newton, porthcawl 12...

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