Y Linc, Market Street, Llanelli,

Carmarthenshire.

TRANSPORT STATEMENT

October 2020

www.asbritransport.co.uk

Applicant: Cygnus Holdings (Llanelli) Ltd

Project no: T20.138

Document ref no: T20.138.TS.D1

Document issue date: 02nd October 2020

Project name: Y Linc, Llanelli

Offices at: 1st Floor Westview House, Suite D, Oak Tree Court, Mulberry Drive, 220 High Street, Cardiff Gate Business Park, Cardiff, CF23 8RS Swansea, SA1 1NW Tel: 029 2073 2652 Tel: 01792 482535

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1 Introduction ...... 1 2 Existing situation ...... 2 3 Development proposals ...... 13 4 Transport characteristics ...... 16 5 Summary and conclusion ...... 26

Figures

Figure 2.1 Site location and local highway network Figure 2.2 Public transport Figure 2.3 Local amenities and walk isochrones Figure 2.4 Cycle infrastructure Figure 3.1 Car Park Locations in vicinity of site

Appendices

Appendix A Personal injury collision data Appendix B Proposed site layout Appendix C TRICS output – Bar/restaurant Appendix D TRICS output – Office use Appendix E TRICS output – Accommodation

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1 INTRODUCTION

1.1 Background

1.1.1 Asbri Transport has been appointed by Cygnus Holdings (Llanelli) Ltd to produce a Transport Statement in support of a planning application for a mixed-use development at the former Moonraker night club site, Market Street, Llanelli.

1.1.2 The development proposes a mix of retail, restaurants, bars, café’s and modern office space. The development also proposes budget hotel style accommodation.

1.2 Purpose of the report

1.2.1 The purpose of this report is to detail the likely transport characteristics of the proposed development and identify the potential impact of the proposals on the surrounding transport network. This report also considers local parking provision.

1.3 Structure of the report

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

• Section 2 details the existing transport network surrounding the development site

• Section 3 outlines the development proposals

• Section 4 considers the likely travel demand generated by the proposed development, and the impact on the surrounding transport network

• Section 5 provides the conclusions of the report.

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2 EXISTING SITUATION

2.1 Site location

2.1.1 The site is located on the former site of the Moonraker Night Club. It is located in Llanelli Town Centre along the eastern side of Market Street, to the west of East Gate Shopping Centre and to the north of St Elli Shopping Centre.

2.1.2 The location of the development is shown in Figure 2.1.

Figure 2.1: Site location & local highway network

2.2 Highway network

2.2.1 The local highway network is shown in Figure 2.1. The local highway network within the immediate vicinity of the site is described in the following section.

2.2.2 Given the Town centre environment in which the site is located the local highway network is generally well lit and is catered to accommodating pedestrian movements.

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Market Street

2.2.3 Market Street provides the nearest vehicular access to the site. The road consists of a 4 metre wide single carriageway and provides access to a servicing yard associated with the St Elli Shopping Centre.

2.2.4 Footways are located on both sides of the carriageway which are generally well lit. These footways lead to a ramped access to a pedestrian square on the frontage of the St Elli Shopping Centre as well as the pedestrianised area along Stepney Street and Vaughan Street.

2.2.5 Generally, parking restrictions are in place along Market Street. These take the form of either double yellow lines or disabled parking bays. Directly adjacent to the St Ellis Shopping Centre Servicing yard there are also demarcated parking bays for residents and staff / customers at the shopping centre.

2.2.6 Market Street is accessible via Mincing Lane to the north west, which provides access to the wider highway network. Mincing Lane forms a priority junction with the A484 to the north.

Thomas Street (A484)

2.2.7 Thomas Street is classified as the A484. This is the primary route into and out of Llanelli running in an east – west alignment between Swansea / M4 (via A483) and Carmarthen respectively.

2.2.8 Within the immediate vicinity of the proposed development site the A484 forms a priority junction with Mincing Lane. Adjacent to this junction a staggered puffin crossing with central refuge island is located along Thomas Street. This provides good crossing opportunities from the commercial and residential properties to the north of the A484.

2.2.9 In addition, around 115m to the east, Thomas Street forms a signalised junction with Swanfield Place. In this location there are crossing opportunities on the northern and eastern arms of the junction.

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2.2.10 A further 160m east of this junction the A484 a 5-arm roundabout junction provides access to Llanelli bus station, East Gate Shopping Centre, as well as a large Asda superstore via Stepney Place and access to other residential areas in Llanelli.

2.2.11 Street lighting is present along the A484 and a 30mph speed limit applies to the section of the A484 within the vicinity of the application site.

Stepney Place

2.2.12 Stepney Place provides access from its large 5 arm roundabout with the A484 to a variety of local facilities and amenities including the bus station, the central

2.2.13 Resident only parking is present along the southern side of the carriageway of Stepney Place.

2.2.14 A pedestrian environment is also provided along the southern side of Stepney Place. A pedestrianised walkway runs along the back of the bus station and provides access to the variety of shops, restaurants and facilities present within East Gate Shopping Centre and St Elli Shopping Centre. It also facilitates direct access to the proposed development site via a pedestrianised square.

2.2.15 A pelican pedestrian crossing is provided between the two roundabouts on Stepney Street directly adjacent to the Asda superstore as well as the bus station. This provides a safe point of crossing between the residential area to the north- east and the Llanelli Town Centre as a whole.

2.3 Public Transport

2.3.1 The proposed development site is well served by public transport, due to the site being within very close proximity (c.100 metres) to Llanelli bus station.

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2.3.2 the location of Llanelli bus station in relation to the site is shown in Figure 2.2.

Figure 2.2: Public Transport Provision

Bus services

2.3.3 A range of services to Swansea and Carmarthen operate from Llanelli Bus Station.

2.3.4 Table 2.1 below outlines the extensive range of services that call at bus stops within the vicinity of the site.

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Frequency Service Destination First/Last No. Mon-Sat Sunday 08:30/17:30 Hourly No Service Swansea (via Gorseinon) 110 10:10/19:10 Hourly No Service Llanelli (via Gorseinon) Swansea (via Prince Phillip 07:30/18:10 Half hourly 09:00/17:00 Hourly Hospital) 111 Llanelli (via Prince Phillip 06:41/20:05 Half Hourly 11:12/18:06 Hourly Hospital) Ammanford (via Cross 07:05/17:40 Hourly – Two Hourly No Service Hands) 128 06:57/18:42 Hourly – Two Hourly No Service Llanelli (Via Cross Hands)

Carmarthen 06:20/18:20 Every Two Hours No Service 195 Llanelli 08:14/18:14 Every Two Hours No Service Carmarthen 07:20/18:20 Every Two Hours No Service 197 Llanelli 09:11/17:11 Every Two Hours No Service L1 Swiss Valley 08:25/16:25 Every Two Hours No Service 07:25/17:25 Every Two Hours No Service Swiss Valley (vis Prince L2 Phillip Hospital)

Pontarddulais 07:10/19:30 Hourly No Service L3 Llanelli 08:25/19:25 Hourly No Service

Llundain Fach 08:15/16:05 Every Two Hours No Service L4 Llanelli 08:38/16:28 Every Two Hours No Service

L6 Ty-isha 09:30/17:20 Every Three Hours No Service

Yr Hendy 09:35/15:25 3 services per day No Service L7 Llanelli 10:30/14:01 2 services per day No Service

Carmarthen (via Kidwelly) 07:10/18:45 Hourly No Service X11 Llanelli (via Kidwelly) 08:05/19:20 Hourly No Service

Table 2.1 Existing bus services

Rail services

2.3.5 The closest railway station to the application site is Llanelli railway station located approximately 1.2 km walking distance to the south west of the application site.

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2.3.6 The services at Llanelli railway station run approximately every hour in each direction along the West Wales line, from Manchester Piccadilly and Cardiff Central via Swansea to Carmarthen. Most of these services are run by Transport for Wales.

2.3.7 First Great Western services between London Paddington and Carmarthen also call here.

2.3.8 Bus service L6 stops approximately 356m from Llanelli railway station, providing easy transition between bus and rail.

2.4 Pedestrians and cyclists

Pedestrian

2.4.1 Given the central location of the site within Llanelli there is already an established network of pedestrian routes within the immediate vicinity of the site.

2.4.2 These offer direct connections between the application site and surrounding amenities and services available in the town centre.

2.4.3 On the site frontage there are high quality footways with dropped kerbs and tactile paving crossing points as well as a ramped access to the pedestrian environment on the frontage of the St Elli Shopping Centre. This infrastructure therefore provides good access not only between the proposed development site and the local amenities in Llanelli town centre but also from the disabled parking provision located on the side of the Market Street carriageway.

2.4.4 As previously described within the immediate vicinity of the site there are also three signalised crossings reducing severance of major arterial links through Llanelli. These are:

1) Staggered Puffin Crossing adjacent to Mincing Lane

2) Pedestrian phases at the A484 / Swanfield Place junction.

3) Pelican crossing of Stepney Place adjacent to Asda superstore and Bus Station.

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Cycling

2.4.5 The nearest National Cycle Network (NCN) Route to the site is NCN Route 47 which is located approximately 980m to the south west of the site on the A4214.

2.4.6 NCN 47 is a mainly inland route starting at Newport and finishing at Fishguard passing through Neath and Carmarthen.

2.4.7 The alignment of the cycle routes within the immediate vicinity of the site are shown in Figure 2.3.

Figure 2.3: National Cycle Network

2.5 Local Facilities and Amenities

2.5.1 There are a number of publications which suggest guidance for appropriate walking and cycling distances to facilities. For reference, a number of quotes from relevant documents have been summarised as follows.

• ‘walking as a mode of travel predominates for journeys of less than two miles whilst cycling is more convenient for longer journeys, typically of up to five miles for regular journeys.’ (Paragraph 4.1.4, Active Travel Design Act, Welsh Government)

• ‘Two miles is ‘a distance that could easily be walked by the majority of people’ (Paragraph 2.2, TA91/05 Provision for Non-motorised Users, DfT)

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• ‘Walking is used to access a wide variety of destinations including places of work, normally within a range of up to 2 miles’ (Paragraph 2.3, TA91/05 Provision for Non-motorised Users, DfT)

• ‘Cycling is used for accessing a variety of different destinations, including places of work, up to a range of around 5 miles. Cycling is also undertaken as a leisure activity, often over much longer distances’ (Paragraph 2.11, TA91/05, DfT)

• ‘80% of journeys shorter than 1 mile (1.6km) are made wholly on foot’ (Section 2.1, Planning for Walking, CIHT).

• ‘Five miles is a distance that could easily be cycled by the majority of people’ (Paragraph 2.9, TA91/05, DfT)

• ‘for commuter journeys, a trip distance of over five miles is not uncommon and Novice and occasional leisure cyclists will cycle longer distances where the cycle ride is the primary purpose of their journey. A round trip on a waymarked leisure route could easily involve distances of 20 to 30 miles. Experienced cyclists will often be prepared to cycle longer distances for whatever journey purpose’ (Paragraph 1.5.1, LTN02/08, DfT)

2.5.2 Therefore, for the purposes of this Transport Statement, journeys of up to 3.2km have been considered as a reasonable and appropriate distance.

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2.5.3 Some of the local amenities within walking distance of the development are shown in Figure 2.4 and outlined in Table 2.2 below.

Figure 2.4: Local Amenities

Amenity/Facility Distance (m) Walking Time Cycle Time (mins) (mins) East Gate Shopping Centre 30m <1 <1 St Elli Shopping Centre 30m <1 <1 Gym 30m <1 <1 Supermarket 90m <1 <1 Cinema 95m 1 <1 Hotel 210m 3 1 Library 300m 4 1 Pharmacy 405m 5 2 Leisure Centre 820m 10 3 Llanelli Train Station 1200m 14 5 Table2.2: Local amenities and facilities

2.5.4 As identified by Figure 2.4 and Table 2.2, there are a large number of facilities within acceptable walking distance of the proposed development site.

2.6 Highway Safety

2.6.1 Personal Injury Collision (PIC) data derived from DfT STATS19 accident information was obtained through interrogation of the Crashmap database.

2.6.2 This information was extrapolated for the most recent five-year period and covered a study area spanning 500m around the site in each direction.

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2.6.3 The plot of the collision locations is shown in Figure 2.5 and a summary is presented in Table 2.3 below.

Figure 2.5: Personal Injury Collision Plot

Personal Injuries Year Casualties Fatal Serious Slight 2015 1 0 2 4 2016 0 1 2 3 2017 0 0 0 0 2018 0 0 1 1 2019 0 0 2 2 Total 1 1 7 10 Table 2.3: Collision severity and number of collisions by year

2.6.4 A total of 9 collisions have been recorded within the study area in the most recent five year period available. These collisions resulted in a total of 10 casualties.

2.6.5 It is evident from the incidents which have occurred that there is no clear collision pattern / problem within the immediate vicinity of the site.

2.6.6 It should be noted that one collision which occurred on Market Street in 2015 resulted in a fatality. This was a single vehicle incident which did not involve vulnerable road users.

2.6.7 Further details for each collision are included in Appendix A.

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2.7 Conclusion

2.7.1 It can therefore be concluded that based on the surrounding environment that the site is located in a highly sustainable location with good access to local facilities, amenities and services which would supplement the land uses proposed as part of the development.

2.7.2 Due to the proximity of the bus station it is therefore considered that there will be opportunities for future occupiers / visitors to use modes other than the private car to access the site.

2.7.3 It is also considered that given the high footfall in the area that a regeneration of the site will improve the perceived pedestrian environment on Market Street.

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3 DEVELOPMENT PROPOSALS

3.1 Development land use

3.1.1 As outlined in section 1, the planning application proposes a mixed-use development which comprises the following;

• 3 Bar/Restaurant – 469m2 (Juniper Place, Old Havana, Marco Pierre Wite)

• 1 Coffee shop / Café – 161m2 (Carma Coffi)

• 2 Retail outlets – 158m2

• Office Space – 89m2 (Hestia Wharf Design)

• Accommodation – 280m2 (10 bed – Happy Place Hotels)

3.1.2 The layout for the proposed development is shown in Appendix B.

3.1.3 The following section of the report outlines:

• The proposed access arrangements (for pedestrians, cyclists and vehicular traffic); and,

• The off-site car parking provision and site layout.

3.2 Vehicle access and on-site layout

3.2.1 The vehicular access to the development will be achieved via Market Street.

3.3 Pedestrian and cyclist access

3.3.1 As shown in Appendix B, the development site will be permeable to pedestrian and cyclist movement at both its northern and southern boundaries and connects well with the existing pedestrian and cyclist infrastructure in the town centre.

3.4 Service Vehicle Access

3.4.1 Market Street, to the rear of the development site, includes the provision of a turning head for large goods vehicles.

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3.4.2 All aspects of the proposed development will be serviced from Market Street.

3.4.3 This will include refuse collection vehicles and deliveries by goods vehicles to the commercial land uses. These will utilise the loading areas available on the Market Street in agreement with St Elli Shopping Centre.

3.5 Car Parking

3.5.1 It is proposed that the site itself will not provide any car parking facilities and it is envisaged that staff and users of the site will use the public car parks in operation within the vicinity of the site.

3.5.2 Figure 3.1 details the locations of several public car parks that operate in the vicinity of the application site.

SITE

Figure 3.1: Public car parks in the vicinity of the site

3.5.3 Based on Figure 3.1, there are approximately 1,345 car parking spaces within the immediate vicinity of the application site.

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3.5.4 It is anticipated that visitors to the development who arrive by car will be able to park in the on and off-street car parking provision that is available in Llanelli town centre.

3.6 Cycle parking provision

3.6.1 Provision for secure cycle parking is to be made within the site in line with cycle parking provision set out in CSS Wales.

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4 TRANSPORT CHARACTERISTICS

4.1 Introduction

4.1.1 This section of the report sets out the likely volumes of traffic generated by the proposed mixed-use development throughout the average weekday. It also looks at the parking accumulation which could be associated with the proposed development.

4.1.2 There is no historical data on the level of traffic generated by the previous use of the buildings but clearly movement to and from the site would have occurred with its former use.

4.1.3 It is considered that the site’s location in Llanelli town centre with very close proximity to other amenities and employment opportunities will ensure that there is significant propensity for linked trips to the development.

4.2 Retail Units

4.2.1 It is considered that the vast majority of trips which would be associated with retail units within the town centre would already be visiting the town centre and would visit the site as a linked or pass-by trip.

4.2.2 As such, with the exception of the unit which will be leased to an estate agency, it is not considered that any new trips will be generated by the remaining retail unit.

4.2.3 The GFA for the unit which will be occupied by an estate agents has been added to the office space to allow for account for the trips associated with the professional services offered therein.

4.3 Café

4.3.1 Similarly, to the retail units it is considered that the Café will primarily accommodate linked or pass-by trips. There may also be some degree of internalisation with those staying in the accommodation or working in the office space visiting the café.

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4.3.2 As such, no dedicated trips have been considered to occur as a result of the Café with all trips likely to already be within the surrounding environment.

4.4 Bar/Restaurant

4.4.1 The vehicle trip generation rates for the proposed bar/restaurant element (Old Havana & Juniper Place) of the development have been obtained from the TRICS 7.7.2 trip generation database.

4.4.2 Sites were selected based on the following selection criteria:

• Land use: 06 – Hotel, Food & Drink C – Pub/Restaurant;

• Sites in Town Centre locations

• Sites surveyed since January 2000

• Sites with a population of less than 250,000 within 5 miles

4.4.3 The TRICS output for the bar/restaurants at the site is set out in Appendix C with the peak period trip rates for vehicles and pedestrians summarised in Tables 4.1 and 4.2 below.

4.4.4 It should be noted that average trip rates have been used as there is insufficient sites within the database to calculate 85th percentile rates.

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Hour Arrivals Departures Total Vehicle Vehicle Total trip rate trip rate trip rate arrivals departures vehicles 1000 0.216 0.216 0.432 1 1 2 1100 0.757 0.27 1.027 4 1 5 1200 3.096 0.982 4.078 15 5 19 1300 2.076 1.737 3.813 10 8 18 1400 1.284 0.868 2.152 6 4 10 1500 1.661 1.284 2.945 8 6 14 1600 0.604 0.868 1.472 3 4 7 1700 0.717 0.529 1.246 3 2 6 1800 2.492 2.756 5.248 12 13 25 1900 3.133 3.851 6.984 15 18 33 2000 3.02 2.794 5.814 14 13 27 2100 1.774 2.152 3.926 8 10 18 2200 0.944 1.963 2.907 4 9 14 2300 1.352 3.353 4.705 6 16 22 Daily 23.126 23.623 46.749 108 111 219 Table 4.1 Summary of bar/restaurant vehicle trip generation (Total GFA 469m2)

4.4.5 Table 4.1 identifies that the bar/restaurant element of the proposed development is likely to generate up to 20 two-way vehicle movements during the afternoon peak hour and up to 33 two-way vehicle movements during the evening peak hour period.

4.4.6 The likely modal share for the site has been derived from the directly comparable site included within he TRICS database. This is summarised in Table 4.2.

Modal Share Mode Daily Trips (%) Vehicle 20% 219 Vehicle Occupant 5% 49 Public Transport 11% 119 Walking 64% 690 Cycling 0% 4 Table 4.2 bar/restaurant modal share

4.4.7 Table 4.2 demonstrates that there are a large number of sustainable movements associated with the proposed development site.

4.4.8 As a result of the land use of the proposed site there are also generally a large number of taxi movements throughout the day. This accounts for around 23% of all vehicular movements.

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4.4.9 The car parking accumulation has been calculated in Table 4.3. This only takes into account private vehicles likely to require parking within the vicinity of the proposed development site. To avoid negative numbers within the parking accumulation it has been assumed that two vehicles associated with the site are already present.

Parking Accumulation Hour Starting Arrivals Departures ACC 1000 1 1 2 1100 4 1 4 1200 14 4 14 1300 9 8 16 1400 6 4 18 1500 8 6 20 1600 3 4 18 1700 3 2 19 1800 7 8 18 1900 8 12 15 2000 9 8 16 2100 6 8 14 2200 3 8 9 2300 3 12 0 Table 4.3 bar/restaurant parking accumulation

4.4.10 As is demonstrated in Table 4.3 the pub / restaurant land uses on site could therefore be associated with a parking demand for up to around 20 vehicles in any given hour.

4.4.11 This does not take into account linked and pass-by trips with the remainder of the town centre uses. As such, much of the parking demand could already be present within the surrounding environment.

4.4.12 TRICS research report 14/1 identified that in town centre environments the level of linked trips could be around 46%.

4.5 Office use

4.5.1 A similar exercise was undertaken to derive vehicle trip rates for the 89m2 of office space proposed on the site. In addition, as one of the retail units (79 sqm) is due to be occupied by an estate agency the GFA for this retail unit has been added to the office space.

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4.5.2 The TRICS database has been interrogated for office developments that are serviced and leased to multiple smaller organisations.

4.5.3 One representative survey has been identified as directly comparable to the proposed development. Details of this development are included in Appendix D.

4.5.4 Table 4.4 details the vehicle trip rates derived and the trips generated by the office space proposed in the application. The full output from the TRICS database is included at Appendix D.

Hour Trip Rates (per 100sqm) Trips (163sqm) Starting Arrivals Departures Total Arrivals Departures Total 0700 0.120 0.000 0.120 0 0 0 0800 0.640 0.160 0.800 1 0 1 0900 1.280 0.280 1.560 2 0 2 1000 0.680 0.200 0.880 1 0 1 1100 0.200 0.040 0.240 0 0 0 1200 0.320 0.040 0.360 1 0 1 1300 0.720 0.560 1.280 1 1 2 1400 0.560 0.720 1.280 1 1 2 1500 0.520 0.600 1.120 1 1 2 1600 0.680 1.080 1.760 1 2 3 1700 0.160 0.840 1.000 0 1 1 1800 0.040 0.920 0.960 0 1 1 Daily 5.920 5.440 11.360 10 9 19 Table 4.4: Summary of office vehicle trip generation

4.5.5 Table 4.4 demonstrates that vehicular movements associated with the office space and the estate agency retail unit are likely to be minimal given the sustainable location of the site and lack of parking availability on the site.

4.5.6 Due to the sustainable nature of the site the vast majority of trips to the office space are likely to be carried out by public transport, walking or cycling (58%). There could also be linked trips associated with the other land uses on the site including the café, the bar / restaurants and the accommodation.

4.5.7 The likely modal share for the site has been derived from the directly comparable site included within he TRICS database. This is summarised in Table 4.5.

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Mode Modal Share (%) Daily Trips Vehicle 28% 19 Vehicle Occupant 15% 10 Public Transport 37% 25 Walking 20% 13 Cycling 1% 1 Table 4.5 Office modal share

4.5.8 The modal share therefore indicates that the sustainable modes could equate to between 50 – 60 % of the movements associated with an office development of this kind in a town centre environment.

4.5.9 Although the modal share for vehicles remains at 28% it should be noted that the car parking accumulation for a development of this kind is anticipated to be low with a maximum demand for parking of five vehicles as is demonstrated in Table 4.6.

Parking Accumulation Hour Starting Arrivals Departures ACC 0700 0 0 0 0800 1 0 1 0900 2 0 3 1000 1 0 4 1100 0 0 4 1200 1 0 5 1300 1 1 5 1400 1 1 5 1500 1 1 5 1600 1 2 4 1700 0 1 3 1800 0 1 2 Daily 10 9 Table 4.6 Office parking accumulation

4.6 Accommodation

4.6.1 The accommodation element of the development will provide 10 bedspaces in the form of a budget hotel / bed and breakfast.

4.6.2 As per the previous assessments the TRICS database has been interrogated to derive the likely multi-modal trip generation which would be associated with the proposed accommodation.

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4.6.3 The following parameters have been applied to identify directly comparable sites:

• Sites within the category 06 – Hotel, Food and Drink; A – Hotels;

• Sites for which multi-modal surveys were undertaken;

• Surveys carried out since January 2000;

• Surveys undertaken on weekdays;

• Sites in Town Centre locations;

• Sites with a population of 10,000 within 1 mile and 50,000 within 5 miles;

• Sites with no dedicated parking provision.

4.6.4 The application of these parameters identified one directly comparable site. The output for this site is included at Appendix E.

4.6.5 The calculated trip generation is shown in Table 4.7.

Hour Trip Rates (per bedroom) Trips (10 bedrooms) Starting Arrivals Departures Total Arrivals Departures Total 0700 0.045 0.082 0.127 0 1 1 0800 0.045 0.224 0.269 0 2 2 0900 0.052 0.149 0.201 1 1 2 1000 0.022 0.037 0.059 0 0 0 1100 0.022 0.045 0.067 0 0 0 1200 0.075 0.06 0.135 1 1 2 1300 0.067 0.075 0.142 1 1 2 1400 0.045 0.022 0.067 0 0 0 1500 0.075 0.06 0.135 1 1 2 1600 0.119 0.045 0.164 1 0 1 1700 0.097 0.037 0.134 1 0 1 1800 0.09 0.075 0.165 1 1 2 1900 0.119 0.104 0.223 1 1 2 2000 0.082 0.03 0.112 1 0 1 2100 0.022 0.015 0.037 0 0 0 Daily 0.977 1.06 2.037 10 11 21

Table 4.7: Summary of accommodation vehicle trip generation

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4.6.6 Table 4.7 demonstrates that vehicular movements associated with the accommodation space are likely to be minimal given the sustainable location of the site and lack of parking availability on the site.

4.6.7 The likely modal share for the site has been derived from the directly comparable site included within he TRICS database. This is summarised in Table 4.8.

Mode Modal Share (%) Daily Trips Vehicle 62% 21 Vehicle Occupant 20% 7 Public Transport 9% 2 Walking 9% 1 Cycling 0% 0 Table 4.8 Accommodation modal share

4.6.8 The modal share therefore indicates that although the site is located in a sustainable location with no parking provision that access to the site by car is still likely to be the primary mode of travel.

4.6.9 However, as shown in Table 4.8 it should be noted that the vehicular movements are likely to be dispersed throughout the day. In addition, the accommodation may generate linked trips with other uses within the proposed development (i.e. office, retail, bars / restaurants). As such, it is considered that the consideration of these land uses in isolation is a robust assessment.

4.6.10 As per the office space the car parking accumulation for a development of this kind is anticipated to be low with a maximum demand for parking of six vehicles as is demonstrated in Table 4.9.

4.6.11 This assumes that a total of 6 cars will be parked associated with the hotel overnight which equates to one car for 60% of the bedrooms in line with the modal share analysis.

Asbri Transport 23 k:\t20\jobs\t20.138 - y linc\documents\t20.138.ts.d1 pac issue.docx October 20

Parking Accumulation Hour Starting Arrivals Departures ACC 0700 0 1 1 0800 0 2 2 0900 1 1 2 1000 0 0 0 1100 0 0 0 1200 1 1 2 1300 1 1 2 1400 0 0 0 1500 1 1 2 1600 1 0 1 1700 1 0 1 1800 1 1 2 1900 1 1 2 2000 1 0 1 2100 0 0 0 Table 4.9 Accommodation parking accumulation

4.7 Potential impact

4.7.1 Predicted vehicle movements for the proposed development as a whole are detailed in Table 4.10.

Vehicle arrivals Vehicle departures Total vehicles 0700 0 1 1 0800 1 2 3 0900 3 1 4 1000 2 1 3 1100 4 1 5 1200 17 6 22 1300 12 10 22 1400 7 5 12 1500 10 8 18 1600 5 6 11 1700 4 3 8 1800 13 15 28 1900 16 19 35 2000 15 13 28 2100 8 10 18 2200 4 9 14 2300 6 16 22 Daily 128 131 259

Table 4.10 Proposed development – total vehicle trip generation

Asbri Transport 24 k:\t20\jobs\t20.138 - y linc\documents\t20.138.ts.d1 pac issue.docx October 20

4.7.2 The car parking accumulation for the proposed development as a whole is also summarised in Table 4.11.

Total vehicles 0700 1 0800 3 0900 5 1000 6 1100 8 1200 21 1300 23 1400 23 1500 27 1600 23 1700 23 1800 22 1900 17 2000 17 2100 14 2200 9 2300 0 Table 4.11 Proposed development – Parking Accumulation

4.7.3 Given the location of the site in the town centre it is considered that there are a number of alternatives to access the site as opposed to the private car.

4.7.4 However, should the car be the preferred / only option of travel this TS has demonstrated that there is significant car parking provision within the immediate vicinity of the site which would be able to accommodate the level of parking demand which has been identified in Table 4.11.

4.7.5 It should also be noted that as a result of the site being located in the town centre environment that a large number of trips would either by linked or pass-by trips and as such would not be new to the local highway network and / or put additional stress on the parking demand within the immediate vicinity of the site.

4.7.6 The TRICS Research Report 14/1 states that an application of around 46% would be a robust assessment for town centre environments. The application of this as a linked trip factor would therefore account for new parking demand of an additional 15 vehicles at peak times.

Asbri Transport 25 k:\t20\jobs\t20.138 - y linc\documents\t20.138.ts.d1 pac issue.docx October 20

5 SUMMARY AND CONCLUSION

5.1 Summary

5.1.1 Asbri Transport has been appointed by Cygnus Holdings (Llanelli) Ltd to produce a Transport Statement in support of a planning application for a mixed-use development at the former Moonraker night club site, Market Street, Llanelli.

5.1.2 The development proposes a mix of retail, restaurants, bars, café’s and modern office space. The development also proposes budget hotel style accommodation.

5.1.3 The transport characteristics of the area in which the proposed development is to be located have been examined and the site is noted to be located in a highly sustainable location in Llanelli Town Centre adjacent to the Bus station.

5.1.4 There is a significant quantum of public parking available in the area surrounding the development site and it is envisaged that staff and users of the site who have travelled by car will utilise the existing car parking facilities.

5.1.5 The TS has also demonstrated that there is opportunity for servicing vehicles to be accommodated directly adjacent to the site in agreement with St Elli Shopping Centre.

5.1.6 This Transport Statement has also assessed the development’s multi-modal trip generation of the proposed use. It has also examined pedestrian and cyclist trips that may be generated by the proposed development. It is envisaged that a large proportion of trips to the site will be linked to other uses within the town centre.

5.2 Conclusion

5.2.1 The proposed development is located in a highly sustainable location in the centre of Llanelli in proximity to bus and rail services.

5.2.2 The assessment undertaken has concluded that the level of trips that may be generated by the proposed development by all modes will be satisfactorily accommodated within the surrounding environment.

Asbri Transport 26 k:\t20\jobs\t20.138 - y linc\documents\t20.138.ts.d1 pac issue.docx October 20

5.2.3 It is therefore considered that there are no material reasons from a highways and transportation perspective that should prevent planning approval for the proposed redevelopment of the site.

Asbri Transport 27 k:\t20\jobs\t20.138 - y linc\documents\t20.138.ts.d1 pac issue.docx October 20

Appendices

Appendix A

Crash Date: Sunday, December 27, 2015 Time of Crash: 4:07:00 AM Crash Reference: 201563AC43415

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

Highway Authority: Carmarthenshire Number of Vehicles: 1

Local Authority: Carmarthenshire OS Grid Reference: 250920 200350

Weather Description: Raining without high winds

Road Surface Description: Wet or Damp

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: Pelican, puffin, toucan or similar non-junction pedestrian light crossing

Road Type: Single carriageway

Junction Control: Not Applicable

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Page 1 of 2 10/2/2020 10:53:10 AM 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 -1 Female 16 - 20 Vehicle is moving off Front Other None None hire)

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 21 - 25 In carriageway, crossing on Crossing from driver's offside pedestrian crossing facility

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Page 2 of 2 10/2/2020 10:53:10 AM 2019 data is provisional and is subject to change Crash Date: Monday, April 08, 2019 Time of Crash: 4:30:00 PM Crash Reference: 201963A027919

Highest Injury Severity: Slight Road Number: A4214 Number of Casualties: 1

Highway Authority: Carmarthenshire Number of Vehicles: 3

Local Authority: Carmarthenshire County OS Grid Reference: 250980 200400

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: Pelican, puffin, toucan or similar non-junction pedestrian light crossing

Road Type: Single carriageway

Junction Control: Unknown

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Page 1 of 2 10/2/2020 10:54:57 AM 2019 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 3 Car (excluding private -1 Female 35-44 Vehicle is slowing down or stopping Unknown Taking pupil None None hire) to/from school 2 Car (excluding private -1 Female 55-64 Vehicle is slowing down or stopping Unknown Other None None hire) 1 Car (excluding private -1 Male 35-44 Vehicle proceeding normally along the Unknown Taking pupil None None hire) carriageway, not on a bend to/from school

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 3 1 Slight Driver or rider Female 35-44 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:54:57 AM 2019 data is provisional and is subject to change Crash Date: Wednesday, May 29, 2019 Time of Crash: 1:25:00 PM Crash Reference: 201963A044419

Highest Injury Severity: Slight Road Number: A4214 Number of Casualties: 1

Highway Authority: Carmarthenshire Number of Vehicles: 2

Local Authority: Carmarthenshire County OS Grid Reference: 251050 200440

Weather Description: Other

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

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Page 1 of 2 10/2/2020 10:55:07 AM 2019 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 Female 65-74 Vehicle proceeding normally along the Unknown Other None None hire) carriageway, on a right hand bend 1 Van or goods vehicle 3.5 -1 Male 16-24 Vehicle is in the act of turning right Unknown Commuting None None tonnes mgw and under to/from work

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Female 65-74 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:55:07 AM Crash Date: Monday, December 05, 2016 Time of Crash: 2:24:00 PM Crash Reference: 201663AC33816

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

Highway Authority: Carmarthenshire Number of Vehicles: 1

Local Authority: Carmarthenshire County OS Grid Reference: 251070 200470

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: Roundabout

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Roundabout

Junction Control: Give way or uncontrolled

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Page 1 of 2 10/2/2020 10:55:45 AM 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 Goods vehicle 7.5 tonnes 5 Male 46 - 55 Vehicle proceeding normally along the Nearside Journey as None None mgw and over 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 Serious Pedestrian Male Over 75 In carriageway, crossing elsewhere Crossing from driver's nearside

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Page 2 of 2 10/2/2020 10:55:45 AM Crash Date: Friday, October 26, 2018 Time of Crash: 4:30:00 PM Crash Reference: 201863A103118

Highest Injury Severity: Slight Road Number: A4214 Number of Casualties: 1

Highway Authority: Carmarthenshire Number of Vehicles: 1

Local Authority: Carmarthenshire County OS Grid Reference: 251060 200450

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: Roundabout

Junction Pedestrian Crossing: Pelican, puffin, toucan or similar non-junction pedestrian light crossing

Road Type: Roundabout

Junction Control: Give way or uncontrolled

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Page 1 of 2 10/2/2020 10:55:43 AM 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 -1 Male 46 - 55 Vehicle proceeding normally along the Front Other None 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 Pedestrian Male 21 - 25 In carriageway, crossing on Crossing from driver's offside pedestrian crossing facility

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Page 2 of 2 10/2/2020 10:55:43 AM Crash Date: Wednesday, January 13, 2016 Time of Crash: 7:40:00 PM Crash Reference: 201663AC11116

Highest Injury Severity: Slight Road Number: A484 Number of Casualties: 1

Highway Authority: Carmarthenshire Number of Vehicles: 2

Local Authority: Carmarthenshire County OS Grid Reference: 251080 200530

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: Roundabout

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Roundabout

Junction Control: Give way or uncontrolled

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Page 1 of 2 10/2/2020 10:56:01 AM 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 7 Female 16 - 20 Vehicle proceeding normally along the Back Other None None hire) carriageway, not on a bend 1 Car (excluding private 9 Female 26 - 35 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Female 16 - 20 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:56:01 AM Crash Date: Saturday, May 09, 2015 Time of Crash: 11:17:00 PM Crash Reference: 201563AC11415

Highest Injury Severity: Fatal Road Number: U0 Number of Casualties: 2

Highway Authority: Carmarthenshire Number of Vehicles: 1

Local Authority: Carmarthenshire OS Grid Reference: 250750 200460

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: Other junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Give way or uncontrolled

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Page 1 of 2 10/2/2020 10:57:06 AM 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 -1 Male Over 75 Vehicle proceeding normally along the Front Other None 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 Fatal Vehicle or pillion Female Over 75 Unknown or other Unknown or other passenger 1 2 Slight Driver or rider Male Over 75 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:57:06 AM Crash Date: Saturday, April 16, 2016 Time of Crash: 12:05:00 AM Crash Reference: 201663AC13616

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

Highway Authority: Carmarthenshire Number of Vehicles: 3

Local Authority: Carmarthenshire County OS Grid Reference: 250910 200450

Weather Description: Raining without high winds

Road Surface Description: Wet or Damp

Speed Limit: 30

Light Conditions: Darkness: street lights present and lit

Carriageway Hazards: None

Junction Detail: Roundabout

Junction Pedestrian Crossing: Zebra crossing

Road Type: Roundabout

Junction Control: Give way or uncontrolled

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Page 1 of 2 10/2/2020 10:58:00 AM 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 3 Taxi/Private hire car 9 Male 46 - 55 Vehicle is slowing down or stopping Did not impact Journey as None None part of work 2 Car (excluding private 18 Male 46 - 55 Vehicle is passing a stationary vehicle on Back Other None None hire) its offside 1 Car (excluding private 5 Female 16 - 20 Vehicle proceeding normally along the Front Other None 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 Female 16 - 20 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:58:00 AM Crash Date: Thursday, August 06, 2015 Time of Crash: 9:35:00 PM Crash Reference: 201563AC37315

Highest Injury Severity: Slight Road Number: A484 Number of Casualties: 1

Highway Authority: Carmarthenshire Number of Vehicles: 2

Local Authority: Carmarthenshire OS Grid Reference: 250930 200550

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: Pelican, puffin, toucan or similar non-junction pedestrian light crossing

Road Type: Single carriageway

Junction Control: Not Applicable

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Page 1 of 2 10/2/2020 10:56:41 AM 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 Male 56 - 65 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 1 Car (excluding private -1 Female 21 - 25 Vehicle proceeding normally along the Back Other None None hire) carriageway, not on a bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Male 56 - 65 Unknown or other Unknown or other

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Page 2 of 2 10/2/2020 10:56:41 AM

Appendix B

11 .

www.darkinarchitects.com

02921 197 196 8. 143 Clifton Street, Cardiff, CF24 1LZ

01554 778 730

Old Havana 6. 16 Queen Victoria Road, SA15 2TL 60 m²

Offices 44 m²

13. Old Havana Terrace Offices 84 m² 20 m² THIS DRAWING IS THE COPYRIGHT OF DARKIN ARCHITECTS AND MAY NOT BE COPIED, ALTERED OR REPRODUCED IN ANY FORM OR PASSED 15. TO A THIRD PARTY WITHOUT THEIR CONSENT. DIMENSIONS MUST BE CHECKED AND VERIFIED ON SITE AND ANY DISCREPANCIES SHOULD BE REPORTED TO THE ARCHITECT. THIS DRAWING MUST NOT BE SCALED AND SHOULD BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANT'S DRAWINGS. IF IN DOUBT ASK FOR CONFIRMATION. Toilets 15 m² 12. No. Description By Date A Concept sketches TOM 28.07.20 adjusted 14.

Offices 25 m²

CLIENT 1. Refining Dining PROJECT

Y Linc

PROJECT ADDRESS Juniper Place 4. 103 m² Market Street, Llanelli, Carmarthenshire 1. Eastgate Communal Walkway 3. Sports Direct Retail Outlet DRAWING TITLE 6. Carma Coffee. Proposed First Floor 11. Listed Structure - Commercial 12. Walkway DRAWN BY CHECKED BY © Copyright Darkin Architects 13. Offices TOM DLD 14. Offices 2019

Key 15. Old Havana Balcony PROJECT REF SCALE PAPER SIZE 3. NC073 1 : 200 A3 DRAWING REVISION DATE 102 A 12/02/19 11 .

10.

Retail Storage/Kitchen 85 m² 24 m²

8. www.darkinarchitects.com UP 02921 197 196

UP Carma Cofi 143 Clifton Street, Cardiff, CF24 1LZ 100 m² 6.

01554 778 730 16 Queen Victoria Road, SA15 2TL

Retail 9. 73 m²

Old Havana 87 m²

5. 2. THIS DRAWING IS THE COPYRIGHT OF DARKIN ARCHITECTS AND MAY Retail NOT BE COPIED, ALTERED OR REPRODUCED IN ANY FORM OR PASSED 61m² TO A THIRD PARTY WITHOUT THEIR CONSENT. DIMENSIONS MUST BE CHECKED AND VERIFIED ON SITE AND ANY DISCREPANCIES SHOULD BE REPORTED TO THE ARCHITECT. THIS DRAWING MUST NOT BE 7. SCALED AND SHOULD BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANT'S DRAWINGS. IF IN DOUBT ASK FOR CONFIRMATION. No. Description By Date A Concept sketches TOM 28.07.20 adjusted 13.

1.

CLIENT

Refining Dining

Juniper Place PROJECT 135 m² 4. Y Linc

PROJECT ADDRESS

Market Street, 12. Llanelli, Carmarthenshire 1. Eastgate Communal Walkway 2. Development Accessway DRAWING TITLE 3. Sports Direct Retail Outlet 4. Juniper Place Proposed Ground Floor 5. Old Havana DRAWN BY CHECKED BY © Copyright 3. 6. Carma Coffee. Darkin Architects 7. Retail Outlet. TOM / AJW DLD 2019 8. Store/Delivery 9. Retail Outlet PROJECT REF SCALE PAPER SIZE 10. Retail Outlet NC073 1 : 200 A3 11. Listed Structure - Commercial DRAWING REVISION DATE

Key 12. Existing Ramp, Ownership TBC 13. Internal Garden 101 A 01.08.2019

Appendix C

TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 20/08/20 Page 1 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Calculation Reference: AUDIT-317901-200820-0853 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 06 - HOTEL, FOOD & DRINK Category : C - PUB/RESTAURANT MULTI-MODAL VEHICLES

Selected regions and areas: 03 SOUTH WEST BR BRISTOL CITY 1 days 06 WEST MIDLANDS WO WORCESTERSHIRE 1 days 08 NORTH WEST LC LANCASHIRE 1 days 10 WALES SW SWANSEA 1 days 11 SCOTLAND AG ANGUS 1 days

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

Primary 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: 250 to 800 (units: sqm) Range Selected by User: 175 to 2384 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/01 to 11/06/19

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 1 days Wednesday 1 days Thursday 1 days Friday 2 days

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

Selected survey types: Manual count 5 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: Town Centre 5

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: Development Zone 1 Built-Up Zone 2 High Street 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. TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 20/08/20 Page 2 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Secondary Filtering selection:

Use Class: A A 5 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 1 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 2 days 125,001 to 250,000 3 days

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

Car ownership within 5 miles: 0.6 to 1.0 2 days 1.1 to 1.5 3 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 5 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 5 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 20/08/20 Page 3 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

LIST OF SITES relevant to selection parameters

1 AG-06-C-01 PUB/RESTAURANT ANGUS GRAVESEND ARBROATH

Town Centre Built-Up Zone Total Gross floor area: 6 7 2 sqm Survey date: FRIDAY 25/05/12 Survey Type: MANUAL 2 BR-06-C-01 WETHERSPOON BRISTOL CITY THE WATERFRONT BRISTOL HARBOURSIDE Town Centre Development Zone Total Gross floor area: 3 2 7 sqm Survey date: FRIDAY 29/11/13 Survey Type: MANUAL 3 LC-06-C-04 PUB/RESTAURANT LANCASHIRE ST JAMES STREET BURNLEY

Town Centre Built-Up Zone Total Gross floor area: 6 0 0 sqm Survey date: THURSDAY 29/09/16 Survey Type: MANUAL 4 SW-06-C-01 PITCHER & PIANO SWANSEA WIND STREET SWANSEA

Town Centre High Street Total Gross floor area: 8 0 0 sqm Survey date: TUESDAY 22/10/13 Survey Type: MANUAL 5 WO-06-C-03 PUB/RESTAURANT WORCESTERSHIRE THE TYTHING WORCESTER

Town Centre High Street Total Gross floor area: 2 5 0 sqm Survey date: WEDNESDAY 23/11/16 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 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Thursday 20/08/20 Page 4 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/C - PUB/RESTAURANT 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 1 600 0.000 1 600 0.000 1 600 0.000 08:00 - 09:00 1 600 0.000 1 600 0.000 1 600 0.000 09:00 - 10:00 1 600 0.000 1 600 0.000 1 600 0.000 10:00 - 11:00 4 462 0.216 4 462 0.216 4 462 0.432 11:00 - 12:00 4 462 0.757 4 462 0.270 4 462 1.027 12:00 - 13:00 5 530 3.096 5 530 0.982 5 530 4.078 13:00 - 14:00 5 530 2.076 5 530 1.737 5 530 3.813 14:00 - 15:00 5 530 1.284 5 530 0.868 5 530 2.152 15:00 - 16:00 5 530 1.661 5 530 1.284 5 530 2.945 16:00 - 17:00 5 530 0.604 5 530 0.868 5 530 1.472 17:00 - 18:00 5 530 0.717 5 530 0.529 5 530 1.246 18:00 - 19:00 5 530 2.492 5 530 2.756 5 530 5.248 19:00 - 20:00 5 530 3.133 5 530 3.851 5 530 6.984 20:00 - 21:00 5 530 3.020 5 530 2.794 5 530 5.814 21:00 - 22:00 5 530 1.774 5 530 2.152 5 530 3.926 22:00 - 23:00 5 530 0.944 5 530 1.963 5 530 2.907 23:00 - 24:00 4 462 1.352 4 462 3.353 4 462 4.705 Total Rates: 2 3.126 2 3.623 4 6.749

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.

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: 250 - 800 (units: sqm) Survey date date range: 01/01/01 - 11/06/19 Number of weekdays (Monday-Friday): 5 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.

Appendix D

TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 28/08/20 Page 1 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Calculation Reference: AUDIT-317901-200828-0809 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : A - OFFICE MULTI-MODAL VEHICLES

Selected regions and areas: 08 NORTH WEST GM GREATER MANCHESTER 1 days

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

Primary 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: 2500 to 2500 (units: sqm) Range Selected by User: 2500 to 2500 (units: sqm)

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/12 to 26/09/16

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

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

Selected survey types: Manual count 1 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

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: 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.

Secondary Filtering selection:

Use Class: B 1 1 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: 20,001 to 25,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population. TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 28/08/20 Page 2 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Secondary Filtering selection (Cont.):

Population within 5 miles: 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: 0.6 to 1.0 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 1 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 1 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 28/08/20 Page 3 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

LIST OF SITES relevant to selection parameters

1 GM-02-A-09 LEASED OFFICES GREATER MANCHESTER NEW MOUNT STREET MANCHESTER

Edge of Town Centre Built-Up Zone Total Gross floor area: 2 5 0 0 sqm Survey date: MONDAY 26/09/16 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 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 28/08/20 Page 4 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE 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 1 2500 0.120 1 2500 0.000 1 2500 0.120 08:00 - 09:00 1 2500 0.640 1 2500 0.160 1 2500 0.800 09:00 - 10:00 1 2500 1.280 1 2500 0.280 1 2500 1.560 10:00 - 11:00 1 2500 0.680 1 2500 0.200 1 2500 0.880 11:00 - 12:00 1 2500 0.200 1 2500 0.040 1 2500 0.240 12:00 - 13:00 1 2500 0.320 1 2500 0.040 1 2500 0.360 13:00 - 14:00 1 2500 0.720 1 2500 0.560 1 2500 1.280 14:00 - 15:00 1 2500 0.560 1 2500 0.720 1 2500 1.280 15:00 - 16:00 1 2500 0.520 1 2500 0.600 1 2500 1.120 16:00 - 17:00 1 2500 0.680 1 2500 1.080 1 2500 1.760 17:00 - 18:00 1 2500 0.160 1 2500 0.840 1 2500 1.000 18:00 - 19:00 1 2500 0.040 1 2500 0.920 1 2500 0.960 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 5.920 5.440 1 1.360

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 7.7.2 250720 B19.45 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 28/08/20 Page 5 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

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: 2500 - 2500 (units: sqm) Survey date date range: 01/01/12 - 26/09/16 Number of weekdays (Monday-Friday): 1 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.

Appendix E

TRICS 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 1 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Calculation Reference: AUDIT-317901-201002-1046 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 06 - HOTEL, FOOD & DRINK Category : A - HOTELS MULTI-MODAL TOTAL VEHICLES

Selected regions and areas: 03 SOUTH WEST WL WILTSHIRE 1 days

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

Primary 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 bedrooms Actual Range: 134 to 134 (units: ) Range Selected by User: 24 to 227 (units: )

Parking Spaces Range: All Surveys Included

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/00 to 25/11/19

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: Wednesday 1 days

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

Selected survey types: Manual count 1 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: Town 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: 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.

Secondary Filtering selection:

Use Class: C 1 1 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 500m Range: All Surveys Included TRICS 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 2 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

Secondary Filtering selection (Cont.):

Population within 1 mile: 5,001 to 10,000 1 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

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

Car ownership within 5 miles: 0.6 to 1.0 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 1 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 1 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 3 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

LIST OF SITES relevant to selection parameters

1 WL-06-A-02 HOLIDAY INN EXPRESS WILTSHIRE BRIDGE STREET SWINDON

Town Centre Built-Up Zone Total Number of bedrooms: 1 3 4 Survey date: WEDNESDAY 27/11/13 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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 4 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL TOTAL VEHICLES Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.045 1 134 0.082 1 134 0.127 08:00 - 09:00 1 134 0.045 1 134 0.224 1 134 0.269 09:00 - 10:00 1 134 0.052 1 134 0.149 1 134 0.201 10:00 - 11:00 1 134 0.022 1 134 0.037 1 134 0.059 11:00 - 12:00 1 134 0.022 1 134 0.045 1 134 0.067 12:00 - 13:00 1 134 0.075 1 134 0.060 1 134 0.135 13:00 - 14:00 1 134 0.067 1 134 0.075 1 134 0.142 14:00 - 15:00 1 134 0.045 1 134 0.022 1 134 0.067 15:00 - 16:00 1 134 0.075 1 134 0.060 1 134 0.135 16:00 - 17:00 1 134 0.119 1 134 0.045 1 134 0.164 17:00 - 18:00 1 134 0.097 1 134 0.037 1 134 0.134 18:00 - 19:00 1 134 0.090 1 134 0.075 1 134 0.165 19:00 - 20:00 1 134 0.119 1 134 0.104 1 134 0.223 20:00 - 21:00 1 134 0.082 1 134 0.030 1 134 0.112 21:00 - 22:00 1 134 0.022 1 134 0.015 1 134 0.037 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.977 1.060 2.037

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.

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: 134 - 134 (units: ) Survey date date range: 01/01/00 - 25/11/19 Number of weekdays (Monday-Friday): 1 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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 5 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL TAXIS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.000 1 134 0.000 1 134 0.000 08:00 - 09:00 1 134 0.000 1 134 0.007 1 134 0.007 09:00 - 10:00 1 134 0.000 1 134 0.000 1 134 0.000 10:00 - 11:00 1 134 0.000 1 134 0.000 1 134 0.000 11:00 - 12:00 1 134 0.000 1 134 0.000 1 134 0.000 12:00 - 13:00 1 134 0.000 1 134 0.000 1 134 0.000 13:00 - 14:00 1 134 0.000 1 134 0.000 1 134 0.000 14:00 - 15:00 1 134 0.000 1 134 0.000 1 134 0.000 15:00 - 16:00 1 134 0.000 1 134 0.000 1 134 0.000 16:00 - 17:00 1 134 0.000 1 134 0.000 1 134 0.000 17:00 - 18:00 1 134 0.000 1 134 0.000 1 134 0.000 18:00 - 19:00 1 134 0.000 1 134 0.000 1 134 0.000 19:00 - 20:00 1 134 0.000 1 134 0.000 1 134 0.000 20:00 - 21:00 1 134 0.000 1 134 0.000 1 134 0.000 21:00 - 22:00 1 134 0.000 1 134 0.000 1 134 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.007 0.007

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 6 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL OGVS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.000 1 134 0.000 1 134 0.000 08:00 - 09:00 1 134 0.000 1 134 0.000 1 134 0.000 09:00 - 10:00 1 134 0.007 1 134 0.007 1 134 0.014 10:00 - 11:00 1 134 0.000 1 134 0.000 1 134 0.000 11:00 - 12:00 1 134 0.000 1 134 0.000 1 134 0.000 12:00 - 13:00 1 134 0.000 1 134 0.000 1 134 0.000 13:00 - 14:00 1 134 0.007 1 134 0.007 1 134 0.014 14:00 - 15:00 1 134 0.007 1 134 0.007 1 134 0.014 15:00 - 16:00 1 134 0.000 1 134 0.000 1 134 0.000 16:00 - 17:00 1 134 0.000 1 134 0.000 1 134 0.000 17:00 - 18:00 1 134 0.000 1 134 0.000 1 134 0.000 18:00 - 19:00 1 134 0.000 1 134 0.000 1 134 0.000 19:00 - 20:00 1 134 0.000 1 134 0.000 1 134 0.000 20:00 - 21:00 1 134 0.000 1 134 0.000 1 134 0.000 21:00 - 22:00 1 134 0.000 1 134 0.000 1 134 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.021 0.021 0.042

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 7 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.060 1 134 0.112 1 134 0.172 08:00 - 09:00 1 134 0.075 1 134 0.261 1 134 0.336 09:00 - 10:00 1 134 0.082 1 134 0.194 1 134 0.276 10:00 - 11:00 1 134 0.037 1 134 0.037 1 134 0.074 11:00 - 12:00 1 134 0.022 1 134 0.045 1 134 0.067 12:00 - 13:00 1 134 0.104 1 134 0.060 1 134 0.164 13:00 - 14:00 1 134 0.082 1 134 0.104 1 134 0.186 14:00 - 15:00 1 134 0.052 1 134 0.030 1 134 0.082 15:00 - 16:00 1 134 0.097 1 134 0.090 1 134 0.187 16:00 - 17:00 1 134 0.134 1 134 0.082 1 134 0.216 17:00 - 18:00 1 134 0.134 1 134 0.090 1 134 0.224 18:00 - 19:00 1 134 0.119 1 134 0.082 1 134 0.201 19:00 - 20:00 1 134 0.142 1 134 0.149 1 134 0.291 20:00 - 21:00 1 134 0.119 1 134 0.052 1 134 0.171 21:00 - 22:00 1 134 0.030 1 134 0.015 1 134 0.045 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.289 1.403 2.692

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 8 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL PEDESTRIANS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.007 1 134 0.000 1 134 0.007 08:00 - 09:00 1 134 0.000 1 134 0.022 1 134 0.022 09:00 - 10:00 1 134 0.000 1 134 0.030 1 134 0.030 10:00 - 11:00 1 134 0.007 1 134 0.022 1 134 0.029 11:00 - 12:00 1 134 0.007 1 134 0.007 1 134 0.014 12:00 - 13:00 1 134 0.007 1 134 0.015 1 134 0.022 13:00 - 14:00 1 134 0.000 1 134 0.007 1 134 0.007 14:00 - 15:00 1 134 0.007 1 134 0.000 1 134 0.007 15:00 - 16:00 1 134 0.000 1 134 0.007 1 134 0.007 16:00 - 17:00 1 134 0.022 1 134 0.022 1 134 0.044 17:00 - 18:00 1 134 0.007 1 134 0.007 1 134 0.014 18:00 - 19:00 1 134 0.015 1 134 0.007 1 134 0.022 19:00 - 20:00 1 134 0.007 1 134 0.030 1 134 0.037 20:00 - 21:00 1 134 0.022 1 134 0.000 1 134 0.022 21:00 - 22:00 1 134 0.007 1 134 0.000 1 134 0.007 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.115 0.176 0.291

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 9 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.015 1 134 0.015 1 134 0.030 08:00 - 09:00 1 134 0.007 1 134 0.015 1 134 0.022 09:00 - 10:00 1 134 0.000 1 134 0.007 1 134 0.007 10:00 - 11:00 1 134 0.022 1 134 0.000 1 134 0.022 11:00 - 12:00 1 134 0.007 1 134 0.015 1 134 0.022 12:00 - 13:00 1 134 0.015 1 134 0.007 1 134 0.022 13:00 - 14:00 1 134 0.022 1 134 0.007 1 134 0.029 14:00 - 15:00 1 134 0.015 1 134 0.000 1 134 0.015 15:00 - 16:00 1 134 0.007 1 134 0.007 1 134 0.014 16:00 - 17:00 1 134 0.007 1 134 0.000 1 134 0.007 17:00 - 18:00 1 134 0.022 1 134 0.007 1 134 0.029 18:00 - 19:00 1 134 0.022 1 134 0.007 1 134 0.029 19:00 - 20:00 1 134 0.015 1 134 0.007 1 134 0.022 20:00 - 21:00 1 134 0.015 1 134 0.000 1 134 0.015 21:00 - 22:00 1 134 0.015 1 134 0.000 1 134 0.015 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.206 0.094 0.300

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 10 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL TOTAL PEOPLE Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.082 1 134 0.127 1 134 0.209 08:00 - 09:00 1 134 0.082 1 134 0.299 1 134 0.381 09:00 - 10:00 1 134 0.082 1 134 0.231 1 134 0.313 10:00 - 11:00 1 134 0.067 1 134 0.060 1 134 0.127 11:00 - 12:00 1 134 0.037 1 134 0.067 1 134 0.104 12:00 - 13:00 1 134 0.127 1 134 0.082 1 134 0.209 13:00 - 14:00 1 134 0.104 1 134 0.119 1 134 0.223 14:00 - 15:00 1 134 0.075 1 134 0.030 1 134 0.105 15:00 - 16:00 1 134 0.104 1 134 0.104 1 134 0.208 16:00 - 17:00 1 134 0.164 1 134 0.104 1 134 0.268 17:00 - 18:00 1 134 0.164 1 134 0.104 1 134 0.268 18:00 - 19:00 1 134 0.157 1 134 0.097 1 134 0.254 19:00 - 20:00 1 134 0.164 1 134 0.187 1 134 0.351 20:00 - 21:00 1 134 0.157 1 134 0.052 1 134 0.209 21:00 - 22:00 1 134 0.052 1 134 0.015 1 134 0.067 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.618 1.678 3.296

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 7.7.3 290920 B19.56 Database right of TRICS Consortium Limited, 2020. All rights reserved Friday 02/10/20 Page 11 Asbri Transport Mulberry Drive Cardiff Licence No: 317901

TRIP RATE for Land Use 06 - HOTEL, FOOD & DRINK/A - HOTELS MULTI-MODAL LGVS Calculation factor: 1 BEDRMS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days BEDRMS Rate Days BEDRMS Rate Days BEDRMS 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 1 134 0.000 1 134 0.000 1 134 0.000 08:00 - 09:00 1 134 0.000 1 134 0.000 1 134 0.000 09:00 - 10:00 1 134 0.007 1 134 0.000 1 134 0.007 10:00 - 11:00 1 134 0.000 1 134 0.000 1 134 0.000 11:00 - 12:00 1 134 0.000 1 134 0.000 1 134 0.000 12:00 - 13:00 1 134 0.000 1 134 0.000 1 134 0.000 13:00 - 14:00 1 134 0.000 1 134 0.000 1 134 0.000 14:00 - 15:00 1 134 0.000 1 134 0.000 1 134 0.000 15:00 - 16:00 1 134 0.015 1 134 0.007 1 134 0.022 16:00 - 17:00 1 134 0.000 1 134 0.007 1 134 0.007 17:00 - 18:00 1 134 0.000 1 134 0.000 1 134 0.000 18:00 - 19:00 1 134 0.000 1 134 0.000 1 134 0.000 19:00 - 20:00 1 134 0.000 1 134 0.000 1 134 0.000 20:00 - 21:00 1 134 0.000 1 134 0.000 1 134 0.000 21:00 - 22:00 1 134 0.000 1 134 0.000 1 134 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.022 0.014 0.036

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.