Report Title TRANSPORT STATEMENT

Project MAELFA WELLBEING CENTRE

Report Reference MWC-CAM-ZZ-XX-RP-C-00-0003

Client WILLMOTT DIXON CONSTRUCTION

Date FEBRUARY 2019

Cambria Consulting Limited, Cambria House, 16 Plas St Pol De Leon, Penarth Marina, , CF64 1TR T 029 2009 3333 E [email protected] W www.cambria.co.uk

REPORT CONTROL SHEET

Client: Willmott Dixon Construction

Project: Maelfa Wellbeing Centre

Job Number: CC1826

Report Title: Transport Statement

Report Reference: MWC-CAM-ZZ-XX-RP-C-00-0003

Prepared By: A Rees

Reviewed and Authorised By: G Mitchell

Revision Date Description Prepared By Authorised By

A 14/02/19 First Issue A Rees G Mitchell

Cambria Consulting Limited, Cambria House, 16 Plas St Pol De Leon, Penarth Marina, Cardiff, CF64 1TR T 029 2009 3333 E [email protected] W www.cambria.co.uk

CONTENTS

1.0 INTRODUCTION ...... 1

2.0 EXISTING CONDITIONS ...... 2

3.0 PROPOSED DEVELOPMENT ...... 10

4.0 SUMMARY & CONCLUSION ...... 14

APPENDICES

Appendix A Personal Injury Accident Records

Appendix B TRICS Multi Modal Trip Rate Data

Cambria Consulting Limited, Cambria House, 16 Plas St Pol De Leon, Penarth Marina, Cardiff, CF64 1TR T 029 2009 3333 E [email protected] W www.cambria.co.uk

CC1826 Maelfa Wellbeing Centre Transport Statement

1.0 INTRODUCTION

1.1 Cambria Consulting Ltd has been appointed to prepare the Transport Statement to accompany a planning application for the development of the Maelfa Wellbeing Centre, Llanedeyrn, Cardiff.

1.2 The Wellbeing Centre will be located adjacent to the Council’s Powerhouse Community Hub and will replace the existing Llanedeyrn Health Centre.

1.3 This document considers the accessibility of the site by all forms of transport, the likely trip generation of the development and other transport related issues associated with the development.

1.4 The structure of this Transport Statement is as follows:

➢ Section 2 describes the site’s location and the transport network that surrounds and serves it.

➢ Section 3 describes the proposed development

➢ Section 4 provides a Summary and Conclusions.

1

CC1826 Maelfa Wellbeing Centre Transport Statement

2.0 EXISTING CONDITIONS

2.1 The site, outlined in red below, comprises of three parts to the north and south of Round Wood, Llanedyrn. The area to the north of Round Wood and adjacent to the Powerhouse Hub will accommodate the Wellbeing Hub building. The existing Powerhouse Hub car park that currently provides 35 parking spaces will be reconfigured as part of the development.

2.2 The site of the existing Llanedyrn Health Centre, which is to be demolished, to the south of Round Wood will accommodate car parking. An area to the east of the existing Health Centre is included as part of the proposed development and will provide an additional parking area.

Figure 1 Location Plan

2.3 The site is located in the Maelfa district centre that provides an important community and shopping facility for the surrounding residential areas in Llanedeyrn There is a significant regeneration of Maelfa underway that, when complete will deliver new shops, improved parking provision, pedestrian crossings and public spaces, 54 affordable homes to be managed by a housing association and 57 new, open-market, homes.

2

CC1826 Maelfa Wellbeing Centre Transport Statement

2.4 The site is in a sustainable location with a broad range of services and facilities within close proximity. This encourages linked trips and reduces the need to travel. Some of the facilities within no more than 200m of the site include:

Powerhouse Hub that includes: Library service including quiet area and space for children’s events Housing, benefit and advice services Free internet and Wi-Fi access Free phones to contact Council and other services Into Work Advice and training courses IT Training Suite/ Private interview rooms Rooms for community meetings & events Modern Community Café Partner organisations providing specialist help and advice Community Hall Wellbeing Tuesday services for over 50’s Dementia Friendly Hub Youth Activities Fitness Classes Maelfa Shopping Centre that includes: Pharmacy Convenience Store / Post Office with cashpoint machine Hot food take-away Public House Active Travel

2.5 The Chartered Institution of Highways and Transportation’s (CIHT) ‘Planning for Walking’ (2015) states that “Across Britain about 80 per cent of journeys shorter than 1 mile (1.6km) are made wholly on foot – something that has changed little in thirty years. In 2012 walkers accounted for 79 per cent of all journeys shorter than 1 mile, but beyond that distance cars are the dominant mode (DfT, annual)”. It is considered that 2km, a distance that can be walked in around 25 to 30 minutes, represents a reasonable distance to expect that walking can be a viable option.

2.6 Figure 2 shows the areas within 30 minutes’ walk of the application site.

3

CC1826 Maelfa Wellbeing Centre Transport Statement

Figure 2 30-Minute Walk Catchment

2.7 The site is accessible to pedestrians from a footways that run alongside Round Wood. These link with the wider pedestrian network in the area that provide safe pedestrian routes between the site and the local services and facilities. Pedestrian routes that provide access to the site are generally level, of good quality and benefit from street lighting with no significant shortfalls. This ensures that the site is accessible to all, including those with movement difficulties.

2.8 There is an uncontrolled pedestrian crossing facility (dropped kerbs and tactile paving) on Round Wood adjacent to the Powerhouse Hub. This is conveniently located to cater for pedestrian movements between the new Wellbeing Centre and the Maelfa shopping centre and car parks.

4

CC1826 Maelfa Wellbeing Centre Transport Statement

2.9 There is a pedestrian footbridge that crosses over Llanedeyrn Drive immediately to the south of the Round Wood junction, linking the Maelfa district centre to the residential areas to the west.

2.10 The Chartered Institution of Highways and Transportation’s ‘Planning for Cycling’ (2014) states that ‘cycle use is more seasonal than for other modes, with up to twice as many cyclists in summer compared with winter. The majority of cycling trips are for short distances, with 80% being less than five miles (8km) and with 40% being less than two miles (3km). However, the majority of trips by all modes are also short distances (67% are less than five miles, and 38% are less than two miles); therefore, the bicycle is a potential mode for many of these trips (National Travel Survey, 2013, Department for Transport).’

2.11 There is an extensive and growing cycle network in Cardiff with proposals to develop a strategic cycle route (Enfys Route 20) along Llanedeyrn Drive.

Figure 3 Cycle Network

5

CC1826 Maelfa Wellbeing Centre Transport Statement

Public Transport

2.12 The application site benefits from good public transport links that provide regular and frequent bus and rail services.

2.13 The nearest bus stops to the site are located on Llanedeyrn Drive, approximately 200m walk from the site’s entrance. The bus stops provide access to the bus services listed in Table 1 below.

Figure 4 Bus Stops

Service Route Details 8-minute frequency 57/58 – City Centre Mon - Sat Culverhouse Cross - Ely - Canton - City Centre - 15-minute frequency X1 Albany Road - - Pontprennau Mon - Sat

Table 1 Bus Services from Llanedeyrn Drive Bus Stops

6

CC1826 Maelfa Wellbeing Centre Transport Statement

2.14 The proximity of the bus stops and frequency of the bus services are factors that influence the site’s accessibility index (BREEAM Tra 01 Public Transport Accessibility Index). In this case the site’s accessibility index is calculated to be 4.66.

Figure 5 BREEAM Accessibility Index Calculation

Highway Network

2.15 The site is accessed from Round Wood, a cul-de-sac that is in turn accessed from Llanedeyrn Drive. A 30mph speed limit applies.

2.16 Round Wood provides access to the Maelfa district centre and a number of residential properties. It has a 5.5m wide carriageway. There are double-yellow lines along both sides of the road in the vicinity of the site.

2.17 Llanedeyrn Drive is a distributor road that serves the Llanedeyrn residential area. Immediately to the north of the Round Wood junction there is a carriageway narrowing traffic calming feature. Southbound traffic has priority with a give-way line for northbound traffic positioned opposite the Round Wood junction.

2.18 To the south of the Round Wood junction and adjacent to the Maelfa shopping centre there are bus stops on both sides Llanedeyrn Drive. Parking around the bus stops is restricted by double-yellow lines.

2.19 A review of the safety record of the highway network in the vicinity of the proposed site has been undertaken. During the latest five-year period (2014 to 2018 inclusive) there are no recorded injury accidents on Round Wood or at its junction with Llanedeyrn Drive. This demonstrates that the existing highway arrangement operates safely.

7

CC1826 Maelfa Wellbeing Centre Transport Statement

Figure 6 Injury Accident Locations & Severity (2014 - 2018)

2.20 There are three slight severity accidents recorded on Llanedeyrn Drive to the south, between the Round Wood and Maelfa junctions. Their details are provided as Appendix A and summarised below.

Time & Reference Details Date 8:32:00 PM 2015621500212 Sat, January Pedestrian (aged 56-65) injured by bus moving off. 24, 2015 2:07:00 PM Car moving along Llanedeyrn Drive collides with parked car. 2018621800413 Wed, April 25, Driver of the parked car injured 2018 8:26:00 AM Pedestrian (aged 11 – 15) injured by car proceeding normally 2014621401765 Fri, September along the carriageway. Pedestrian was crossing from driver's 26, 2014 offside – masked by parked or stationary vehicle Table 2 Personal Injury Accident Details (Llanedeyrn Drive)

8

CC1826 Maelfa Wellbeing Centre Transport Statement

2.21 Two of the accidents resulted in pedestrians being injured. One of these was near the Llanedeyrn Drive bus stops where, presumably, the pedestrian chose to cross the carriageway rather than use the pedestrian footbridge nearby. The second pedestrian was injured near the Maelfa junction where there is a zebra crossing located. These two accidents occurred approximately 150m apart and therefore do not highlight a specific safety issue at any one location. They both occurred near formal pedestrian crossing points and appear to be caused by driver error or errors of judgement rather than as a result of deficient crossing facilities and it is considered that that no remedial measures are necessary.

9

CC1826 Maelfa Wellbeing Centre Transport Statement

3.0 PROPOSED DEVELOPMENT

Development Composition

3.1 Planning permission is sought for the construction of a Wellbeing Centre with associated parking. The Wellbeing Centre will replace the existing Llanedeyrn Health Centre.

Figure 7 Proposed Development Layout (Requires Updating)

3.2 The area to the north of Round Wood and adjacent to the Powerhouse Hub will accommodate the Wellbeing Centre building. The two-storey building will provide some 2,120m2 of gross floor area.

3.3 The existing car park that is adjacent to the Powerhouse Hub will be reconfigured to provide 32 parking spaces in total. Five disabled parking spaces will be provided and five spaces are reserved for police use.

10

CC1826 Maelfa Wellbeing Centre Transport Statement

3.4 To the south of Round Wood the existing Llanedeyrn Health Centre will be demolished and a 44-space car park built in its place.

3.5 To the east of this a separate 56-space car park will be provided.

Trip Generation

3.6 The proposed Wellbeing Centre replaces the existing Llanedeyrn Health Centre. The majority of the trip generation of the proposed development therefore already occurs and the number of new trips that will be generated by the proposed development will be modest.

3.7 In order to quantify the likely trip generation of the proposed development has been assessed by reference to the TRICS trip rate database. The database holds details of traffic surveys undertaken at many types of development throughout the UK and Ireland. The surveys are grouped by land use and it is considered that those contained within the database’s ‘GP Surgery’ category are most appropriate for this development proposal.

3.8 The surveyed sites have been filtered further to ensure that those contained within this assessment are comparable to the proposed development and its location. The following filtering criteria have been applied:

Land use: Health – GP Surgeries Regions: England (Excluding Greater London), Scotland and Survey Days: Weekdays Locations: Sites outside of town centre and edge of town centre locations

3.9 After applying these search criteria the typical trip rates for various modes of travel for this type of development have been calculated. The TRICS output is included in full as Appendix B and summarised below:

Time Range Total People Cyclists Pedestrians Public Transport Vehicles 0800 - 0900 10.566 0.112 3.216 0.096 6.385 1700-1800 11.016 0.032 2.107 0.193 6.449 Daily 121.624 0.963 29.734 3.074 69.381 Table 3 Typical Trip Rates per 100m2 Floor Area for GP Surgeries

Time Range Total People Cyclists Pedestrians Public Transport Vehicles 0800 - 0900 224 2 68 2 135 1700 - 1800 234 1 45 4 137 Daily 2578 20 630 65 1471 Table 4 Estimated Trip Generation – Proposed Development

11

CC1826 Maelfa Wellbeing Centre Transport Statement

3.10 The data suggests that the proposed use of the site could generate around 2578 daily people trips. Of those, 630 (24%) would be pedestrian trips, 65 (3%) would be made by public transport, 20 (1%) by bicycle and 1471 (57%) would be driven.

3.11 In terms of the vehicle trip generation the data suggests that the following would be typical:

Trip Rate Trip Generation Time Range Arrival Departure Total Arrival Departure Total 0800 - 0900 4.214 2.171 6.385 89 46 135 1700-1800 2.959 3.49 6.449 63 74 137 Daily 34.753 34.628 69.381 737 734 1471 Table 5 Estimated Vehicle Trip Rates & Development Trip Generation

3.12 The TRICS data suggests that the proposed development has the potential to generate some 135 peak hour vehicle movements. As the proposed Wellbeing Centre replaces the existing Health Centre the majority of these trips are already present on the highway network and the impact of the development on the highway network is therefore considered to be insignificant.

Parking Provision

3.13 ’s current Parking Standard requirement for health centres and surgeries are reproduced in the table below.

Land Use Max. Car Max. Powered Min. Staff Min. visitor Disabled Parking Two-Wheeler Cycle Spaces Cycle Spaces Parking Spaces Parking 6% of total parking spaces, and Health 2 per 1 per 1 per a further 6% 1% – 5% of Centres & Consulting Consulting Consulting of spaces total provision Surgeries Room Room Room should be enlarged standard spaces

Table 6 Cardiff Council Parking Requirements

3.14 The proposed development includes 13 consulting/treatment rooms on the ground floor. and 7 consulting/treatment rooms on the first floor. The 20 consulting rooms would result in a maximum car parking requirement of 40 spaces and a minimum of 20 cycle parking spaces for staff and 20 cycle parking spaces for visitors.

3.15 The proposal is to retain like for like capacity of the existing Powerhouse Hub car park and provide additional parking, in line with Cardiff Council’s Parking Standards, on the site of the existing Health Centre. Cycle parking will be provided adjacent to the Wellbeing Centre.

12

CC1826 Maelfa Wellbeing Centre Transport Statement

3.16 The existing 36 space car park that is adjacent to the Powerhouse Hub will be reconfigured to provide 32 parking spaces in total.

3.17 To the south of Round Wood the existing Llanedeyrn Health Centre will be demolished. The 4 parking spaces lost from the Powerhouse Hub together with the 40 spaces required by the parking standards will be located here.

3.18 To the east of this a 56-space temporary car park will be provided at the rear of the existing public car park. 28 spaces will be available to the public during periods when construction activities result in the loss of parking space at the Powerhouse Hub. 28 spaces will be reserved for contractor parking.

13

CC1826 Maelfa Wellbeing Centre Transport Statement

4.0 SUMMARY & CONCLUSION

4.1 The proposed development is for a Wellbeing Centre will be located adjacent to the Council’s Powerhouse Community Hub and will replace the existing Llanedeyrn Health Centre.

4.2 The site is in a sustainable location and is accessible for pedestrians, cyclists and public transport users.

4.3 A safe means of access is provided to the proposed development.

4.4 Because the proposed Wellbeing Centre is a replacement for the existing Llanedeyrn Health Centre the majority of the development’s trip generation already occurs. The proposed development will therefore have little impact on the surrounding transport network in terms of generating additional trips.

4.5 It is therefore considered that the proposed development is acceptable in transport terms.

14

CC1826 Maelfa Wellbeing Centre Transport Statement

Appendix A Personal Injury Accident Records

Crash Date: Friday, September 26, 2014 Time of Crash: 8:26:00 AM Crash Reference: 2014621401765

Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1

Highway Authority: Cardiff Number of Vehicles: 1

Local Authority: Cardiff OS Grid Reference: 320031 179855

Weather Description: Fine without high winds

Road Surface Description: Wet or Damp

Speed Limit: 30

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None

Junction Detail: T or staggered junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Give way or uncontrolled

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 1 of 2 2/14/2019 5:03:59 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 13 Male 36 - 45 Vehicle proceeding normally along the Offside Journey as None None hire) carriageway, not on a bend part of work

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 11 - 15 In carriageway, crossing elsewhere Crossing from driver's offside - masked by parked or stationary vehicle

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 2 of 2 2/14/2019 5:03:59 PM Crash Date: Saturday, January 24, 2015 Time of Crash: 8:32:00 PM Crash Reference: 2015621500212

Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1

Highway Authority: Cardiff Number of Vehicles: 1

Local Authority: Cardiff OS Grid Reference: 320046 180006

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 30

Light Conditions: Darkness: street lights present and lit

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 1 of 2 2/14/2019 5:05:37 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Bus or coach (17+ -1 Male 46 - 55 Vehicle is moving off Nearside Journey as None None passenger seats) part of work

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 56 - 65 In carriageway, not crossing In carriageway, stationary - not crossing (standing or playing)

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 2 of 2 2/14/2019 5:05:37 PM 2018 data is provisional and is subject to change Crash Date: Wednesday, April 25, 2018 Time of Crash: 2:07:00 PM Crash Reference: 2018621800413

Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1

Highway Authority: Cardiff Number of Vehicles: 2

Local Authority: Cardiff OS Grid Reference: 320025 179915

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 30

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Unknown

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 1 of 2 2/14/2019 5:05:14 PM 2018 data is provisional and is subject to change Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 2 Car (excluding private -1 Unknow NK Vehicle is parked in the carriageway Unknown Other None None hire) n 1 Car (excluding private -1 Male 65-74 Vehicle proceeding normally along the Unknown Other Parked vehicle None hire) carriageway, not on a bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Male 65-74 Unknown or other Unknown or other

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

Page 2 of 2 2/14/2019 5:05:14 PM

CC1826 Maelfa Wellbeing Centre Transport Statement

Appendix B TRICS Multi Modal Trip Rate Data

TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 1 Acstro Ltd Salem Llandeilo Licence No: 648801

Calculation Reference: AUDIT-648801-190214-0211 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 05 - HEALTH Category : G - GP SURGERIES MULTI-MODAL VEHICLES

Selected regions and areas: 02 SOUTH EAST BU BUCKINGHAMSHIRE 1 days 03 SOUTH WEST GS GLOUCESTERSHIRE 1 days SM SOMERSET 1 days WL WILTSHIRE 1 days 05 EAST MIDLANDS NT NOTTINGHAMSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 1 days 09 NORTH TW TYNE & WEAR 1 days 10 WALES CF CARDIFF 1 days

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

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: Gross floor area Actual Range: 300 to 1592 (units: sqm) Range Selected by User: 200 to 1592 (units: sqm)

Parking Spaces Range: Selected: 0 to 58 Actual: 0 to 58

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/10 to 24/04/17

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: Tuesday 3 days Wednesday 3 days Friday 3 days

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

Selected survey types: Manual count 9 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: Suburban Area (PPS6 Out of Centre) 6 Edge of Town 2 Neighbourhood Centre (PPS6 Local Centre) 1

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 9

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 2 Acstro Ltd Salem Llandeilo Licence No: 648801

Secondary Filtering selection:

Use Class: D 1 9 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: 5,001 to 10,000 1 days 10,001 to 15,000 2 days 15,001 to 20,000 1 days 20,001 to 25,000 2 days 25,001 to 50,000 3 days

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

Population within 5 miles: 25,001 to 50,000 1 days 100,001 to 125,000 1 days 125,001 to 250,000 3 days 250,001 to 500,000 3 days 500,001 or More 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.5 or Less 1 days 0.6 to 1.0 3 days 1.1 to 1.5 5 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 1 days No 8 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 9 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 3 Acstro Ltd Salem Llandeilo Licence No: 648801

LIST OF SITES relevant to selection parameters

1 BU-05-G-02 GP SURGERY BUCKINGHAMSHIRE HINDHEAD KNOLL MILTON KEYNES WALNUT TREE Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 6 0 1 sqm Survey date: TUESDAY 19/10/10 Survey Type: MANUAL 2 CF-05-G-02 GP SURGERY CARDIFF PARK ROAD CARDIFF WHITCHURCH Edge of Town Residential Zone Total Gross floor area: 4 5 0 sqm Survey date: WEDNESDAY 05/10/16 Survey Type: MANUAL 3 CH-05-G-03 GP SURGERY CHESHIRE HEATH LANE CHESTER BOUGHTON HEATH Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 8 0 0 sqm Survey date: TUESDAY 29/05/12 Survey Type: MANUAL 4 GS-05-G-01 GP SURGERY GLOUCESTERSHIRE ABBOTSWOOD ROAD GLOUCESTER BROCKWORTH Edge of Town Residential Zone Total Gross floor area: 4 7 5 sqm Survey date: TUESDAY 27/04/10 Survey Type: MANUAL 5 NT-05-G-01 GP SURGERY NOTTINGHAMSHIRE MANSFIELD ROAD NOTTINGHAM

Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 4 6 0 sqm Survey date: WEDNESDAY 24/06/15 Survey Type: MANUAL 6 SM-05-G-01 GP SURGERY SOMERSET MANTLE STREET NEAR TAUNTON W E L L I N G T O N Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 1 5 9 2 sqm Survey date: FRIDAY 06/07/12 Survey Type: MANUAL 7 TW-05-G-01 GP SURGERY TYNE & WEAR DURHAM ROAD SUNDERLAND

Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 6 0 0 sqm Survey date: FRIDAY 30/11/12 Survey Type: MANUAL 8 WL-05-G-01 GP SURGERY WILTSHIRE CRICKDALE ROAD SWINDON BOROUGH C.

Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Gross floor area: 3 0 0 sqm Survey date: FRIDAY 23/09/16 Survey Type: MANUAL 9 WY-05-G-01 GP SURGERY WEST YORKSHIRE BURLEY ROAD LEEDS BURLEY Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 9 4 0 sqm Survey date: WEDNESDAY 09/06/10 Survey Type: MANUAL

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 4 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 1.077 8 720 0.261 8 720 1.338 08:00 - 09:00 9 691 4.214 9 691 2.171 9 691 6.385 09:00 - 10:00 9 691 3.924 9 691 3.747 9 691 7.671 10:00 - 11:00 9 691 4.583 9 691 4.600 9 691 9.183 11:00 - 12:00 9 691 3.908 9 691 4.342 9 691 8.250 12:00 - 13:00 9 691 2.911 9 691 3.538 9 691 6.449 13:00 - 14:00 9 691 2.187 9 691 1.994 9 691 4.181 14:00 - 15:00 9 691 3.458 9 691 3.361 9 691 6.819 15:00 - 16:00 9 691 3.136 9 691 3.007 9 691 6.143 16:00 - 17:00 9 691 2.959 9 691 3.490 9 691 6.449 17:00 - 18:00 9 691 1.978 9 691 2.782 9 691 4.760 18:00 - 19:00 9 691 0.418 9 691 1.335 9 691 1.753 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3 4.753 3 4.628 6 9.381

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 5 Acstro Ltd Salem Llandeilo Licence No: 648801

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: 300 - 1592 (units: sqm) Survey date date range: 01/01/10 - 24/04/17 Number of weekdays (Monday-Friday): 9 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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 6 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 7 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 8 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 9 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 0.035 8 720 0.000 8 720 0.035 08:00 - 09:00 9 691 0.080 9 691 0.032 9 691 0.112 09:00 - 10:00 9 691 0.080 9 691 0.080 9 691 0.160 10:00 - 11:00 9 691 0.032 9 691 0.016 9 691 0.048 11:00 - 12:00 9 691 0.048 9 691 0.080 9 691 0.128 12:00 - 13:00 9 691 0.064 9 691 0.064 9 691 0.128 13:00 - 14:00 9 691 0.016 9 691 0.032 9 691 0.048 14:00 - 15:00 9 691 0.048 9 691 0.032 9 691 0.080 15:00 - 16:00 9 691 0.048 9 691 0.048 9 691 0.096 16:00 - 17:00 9 691 0.016 9 691 0.016 9 691 0.032 17:00 - 18:00 9 691 0.016 9 691 0.048 9 691 0.064 18:00 - 19:00 9 691 0.000 9 691 0.032 9 691 0.032 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.483 0.480 0.963

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 10 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 11 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 12 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 13 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 1.198 8 720 0.261 8 720 1.459 08:00 - 09:00 9 691 4.776 9 691 2.364 9 691 7.140 09:00 - 10:00 9 691 5.162 9 691 4.857 9 691 10.019 10:00 - 11:00 9 691 5.581 9 691 5.452 9 691 11.033 11:00 - 12:00 9 691 4.986 9 691 5.259 9 691 10.245 12:00 - 13:00 9 691 3.570 9 691 4.455 9 691 8.025 13:00 - 14:00 9 691 2.798 9 691 2.396 9 691 5.194 14:00 - 15:00 9 691 4.760 9 691 4.600 9 691 9.360 15:00 - 16:00 9 691 4.471 9 691 4.165 9 691 8.636 16:00 - 17:00 9 691 3.908 9 691 4.776 9 691 8.684 17:00 - 18:00 9 691 2.493 9 691 3.586 9 691 6.079 18:00 - 19:00 9 691 0.434 9 691 1.544 9 691 1.978 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4 4.137 4 3.715 8 7.852

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 14 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 15 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 16 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 17 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 0.295 8 720 0.087 8 720 0.382 08:00 - 09:00 9 691 1.833 9 691 1.383 9 691 3.216 09:00 - 10:00 9 691 2.461 9 691 2.268 9 691 4.729 10:00 - 11:00 9 691 1.624 9 691 1.673 9 691 3.297 11:00 - 12:00 9 691 1.512 9 691 1.769 9 691 3.281 12:00 - 13:00 9 691 1.158 9 691 1.367 9 691 2.525 13:00 - 14:00 9 691 0.901 9 691 0.804 9 691 1.705 14:00 - 15:00 9 691 1.415 9 691 1.367 9 691 2.782 15:00 - 16:00 9 691 2.155 9 691 2.091 9 691 4.246 16:00 - 17:00 9 691 0.901 9 691 1.206 9 691 2.107 17:00 - 18:00 9 691 0.370 9 691 0.788 9 691 1.158 18:00 - 19:00 9 691 0.129 9 691 0.177 9 691 0.306 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1 4.754 1 4.980 2 9.734

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 18 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 19 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 20 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 21 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 0.017 8 720 0.000 8 720 0.017 08:00 - 09:00 9 691 0.096 9 691 0.000 9 691 0.096 09:00 - 10:00 9 691 0.193 9 691 0.129 9 691 0.322 10:00 - 11:00 9 691 0.241 9 691 0.225 9 691 0.466 11:00 - 12:00 9 691 0.177 9 691 0.193 9 691 0.370 12:00 - 13:00 9 691 0.209 9 691 0.209 9 691 0.418 13:00 - 14:00 9 691 0.113 9 691 0.129 9 691 0.242 14:00 - 15:00 9 691 0.161 9 691 0.129 9 691 0.290 15:00 - 16:00 9 691 0.161 9 691 0.193 9 691 0.354 16:00 - 17:00 9 691 0.048 9 691 0.145 9 691 0.193 17:00 - 18:00 9 691 0.129 9 691 0.113 9 691 0.242 18:00 - 19:00 9 691 0.000 9 691 0.064 9 691 0.064 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.545 1.529 3.074

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 22 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 23 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 24 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 25 Acstro Ltd Salem Llandeilo Licence No: 648801

TRIP RATE for Land Use 05 - HEALTH/G - GP SURGERIES MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA 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 07:00 - 08:00 8 720 1.546 8 720 0.347 8 720 1.893 08:00 - 09:00 9 691 6.787 9 691 3.779 9 691 10.566 09:00 - 10:00 9 691 7.896 9 691 7.334 9 691 15.230 10:00 - 11:00 9 691 7.478 9 691 7.366 9 691 14.844 11:00 - 12:00 9 691 6.722 9 691 7.301 9 691 14.023 12:00 - 13:00 9 691 5.002 9 691 6.095 9 691 11.097 13:00 - 14:00 9 691 3.828 9 691 3.361 9 691 7.189 14:00 - 15:00 9 691 6.385 9 691 6.127 9 691 12.512 15:00 - 16:00 9 691 6.835 9 691 6.497 9 691 13.332 16:00 - 17:00 9 691 4.873 9 691 6.143 9 691 11.016 17:00 - 18:00 9 691 3.007 9 691 4.535 9 691 7.542 18:00 - 19:00 9 691 0.563 9 691 1.817 9 691 2.380 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 6 0.922 6 0.702 121.624

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. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 26 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 27 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Thursday 14/02/19 Page 28 Acstro Ltd Salem Llandeilo Licence No: 648801

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph.