Proposed Land Use Change, Gors Farm, Gors Road Towyn

PROPOSED LAND USE CHANGE, GORS FARM, GORS ROAD TOWYN

TRANSPORT STATEMENT

MAY 2017

REPORT REF: 22862/05-17/4780

PROPOSED LAND USE CHANGE, GORS FARM, GORS ROAD TOWYN

TRANSPORT STATEMENT

MAY 2017

REPORT REF: 22862/05-17/4780

CLIENT: Mr Charles Holden

ENGINEER: Mewies Engineering Consultants The Old Chapel Station Road Hugglescote Leicestershire LE67 2GB

Tel: 01530 264753 Email [email protected]

Report Prepared By:

...... Sarah Williams BSc (Hons)

Report Checked By:

...... Simon Prescott MIHE HA Cert Comp

COPYRIGHT The contents of this document must not be copied or reproduced in whole or part without the written consent of Mewies Engineering Consultants Ltd.

Transport Statement – Gors Road, Towyn

CONTENTS

1.0 INTRODUCTION 4 2.0 SITE INFORMATION 6 3.0 SUSTAINABILITY 11 4.0 PROPOSED TRIP GENERATION 15 5.0 ACCIDENT REVIEW 18 6.0 ACCESS 19 7.0 CONCLUSIONS 21

APPENDICES

A. SITE LAYOUT PLAN

B. BUS TIMETABLES

C. DRAWING NO. 22862_08_020_01 ACCESS DESIGN

D. DRAWING NO. 22862_08_020_02 VEHICLE TRACKING

E. ATC SURVEY DATA

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1.0 INTRODUCTION

1.1 Mewies Engineering Consultants Ltd (M-EC) has been commissioned by Stone Planning Services Limited on behalf of their client Mr Charles Holden to produce a Transport Statement (TS) in support of a planning application for the development of a Travelling Showmen site at Gors Farm, Gors Road, Towyn. A site location plan can be seen below:

Figure 1 - Site Location Plan Application Site

1.2 This TS will provide information relating to the following:

 Review of existing site conditions including sustainability/accessibility;

 Details of the proposed development;

 Analysis of accident data for the local highway network;

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 Review of traffic impact, comparing the extant use and proposed use, and;

 Assessment of appropriate access design and visibility.

1.3 This TS will review all existing and proposed highway elements, providing appropriate conclusions in order to demonstrate whether the proposed infrastructure will result in negligible/severe impacts upon the local highway network.

1.4 M-EC has completed this report for the benefit of the individuals referred to in paragraph 1.1 and any relevant statutory authority which may require reference in relation to approvals for the proposed development. Other third parties should not use or rely upon the contents of this report unless explicit written approval has been gained from M-EC.

1.5 M-EC accepts no responsibility or liability for:

a) The consequence of this documentation being used for any purpose or project other than that for which it was commissioned;

b) The issue of this document to any third party with whom approval for use has not been agreed.

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2.0 SITE INFORMATION

Existing Site 2.1 The site is located approximately 1.2km south from the centre of Towyn seaside resort situated on the North Wales coast. Other settlements near to the site include Rhyl; a seaside town approximately 5.1km to the north-east, and Abergele; a small market town approximately 4.8km to the south-west.

2.2 The irregular site, whilst currently unused, previously received planning consent for a leisure resort. The permitted ‘Gors Leisure’ site was to provide the following facilities on the development site, many of which were set to be available for non-resident use:

 Two-storey hotel;

 20 x two-storey lodges;

 Restaurant and tea rooms;

 Swimming pool;

 Gymnasium, and;

 Classic car museum.

2.3 The existing site has two access points as demonstrated in Figure 2 overleaf. The northern access adjacent to the River Gele bridge currently provides access for agricultural land and to a workshop barn both adjacent to the north of the site.

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Figure 2 - Existing Access Points

NORTHERN ACCESS

SOUTHERN ACCESS

Source: Google Earth

Local Highway Network 2.4 The site is accessed on its eastern boundary via Gors Road; a north-south tarmac carriageway measuring approximately 4.8m in width, bound by grass verges and hedgerows on both sides. The carriageway subject to a 60mph speed limit, extends from a priority junction with the A547 250m south of the site, northbound to the centre of Towyn, with the speed limit changing to 30mph on entering Towyn; 100m north of the northernmost site access.

2.5 A Traffic Regulation Order (TRO) is in place adjacent to the northern site access, covering a distance of approximately 25m including the River Gele bridge, as shown in Figure 3 overleaf. The TRO essentially restricts vehicles over 7.5 tonnes from using the specified sections of carriageway:

‘Save as provided in Article 3 of this order no person shall, except upon the direction or with the permission of a police constable in uniform or of a traffic warden, cause or permit any vehicle or vehicle and load the combined weight of which exceeds 7.5 tonnes to proceed in the length of road specified in Schedule 1 to this order’.

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Figure 3 - Gors Road Traffic Regulation Order

7.5 tonne weight limit

SITE

Proposed Site 2.6 The development proposal seeks to create a site for Travelling Showmen, the layout of which can be seen in Figure 4 overleaf, with a larger version provided in Appendix A.

2.7 The site will comprise the following elements:

 13 x Park Homes;

 Dry storage barn (for equipment maintenance);

 Tourer storage compound;

 Managers house, and;

 External storage yard.

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Figure 4 - Proposed Site Layout

2.8 There is a strong Travelling Showmen presence in North Wales as a result of the coastal entertainment which draws tourists to the area and the number of fairs held throughout the year in the locality. Residents would primarily attend these events together with similar events out of North Wales. As a consequence they spend frequent and often lengthy periods away from their base going from one event to another. They will often take touring caravans to live in whilst away, once they are back home the touring caravan will be stored in the secure area and families will live in their Park Home.

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2.9 There is no adequate Travelling Showmen site in North Wales and a base is needed where Families can live in close proximity to their equipment. Home and equipment are inseparable. The site at Gors Road provides a rare opportunity to secure a base.

2.10 As a result of the existing TRO in place on Gors Road as detailed above, the client is proposing to create a routing agreement, whereby larger vehicles in excess of 7.5 tonnes using the site will only access/egress the site from Gors Road South; therefore avoiding the River Gele bridge and its weight limit.

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3.0 SUSTAINABILITY

Facilities and Amenities 3.1 To evaluate the sustainability of the site, a number of factors have been interrogated. To start, an Accessibility Assessment has been undertaken to review the local facilities and amenities in close proximity of the site, demonstrated in Figure 5 below. Following this, studies of all sustainable modes of transport (pedestrian, cycling and public transport) have been undertaken to appraise the existing facilities.

Figure 5 - Local Facilities and Amenities Plan Nursery/Infant School

Bryn Road Bus Stops

Junior School Seagull Inn Bus Stops

Pentecostal Church Bus Stops

SITE

Key:

Facilities/amenities

Source: Google Earth

3.2 The amenities, located in the centre of Towyn, along Towyn Road as highlighted in Figure 5 above, are between 1.1km and 1.7km from the site, with a walking time of 13-20 minutes and cycling time of 5-7 minutes. The facilities and amenities include multiple pubs/restaurants, takeaways, indoor arcades, convenience stores, cafes and a pharmacy.

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3.3 Educational facilities can also be accessed in Towyn as identified on Figure 5. Ysgol Y Foryd Nursey and Infant school serving ages 3-7 years, and Ysgol Maes Owen Junior School serving ages 7-11 years are both located approximately 2.3km north-east of the site. Secondary school education for ages 11-18 can be accessed at Ysgol Emrys Ap Iwan, located approximately 4.6km south-west of the site in Abergele. The school can be accessed via bus service 12 as detailed in section 3.7 below, followed by an approximate 6 minute walk (450m) to the school. Further secondary school opportunities are located in Rhyl; approximately 6.1km east of the site.

Pedestrian Accessibility 3.4 The local facilities and amenities can be accessed by walking north on Gors Road to the Gors Road/Towyn Road/Sandbank Road crossroad junction, whereby the facilities and amenities are located east along Towyn Road. Whilst there are no footways adjacent to the site, a white-lined area is located on the eastern side of Gors Road carriageway, commencing opposite the northernmost site access, as demonstrated by Figure 6 below. The white-lined area being approximately 1.8m in width, provides a separated area suitable for pedestrian use for a distance of approximately 25m, after which a tarmac footway commences.

Figure 6 - White-Lined Pedestrian Area Existing northern access White-lined pedestrian area

Source: Google Maps

3.5 The tarmac footway located on the eastern side of Gors Road carriageway is approximately 2.0-4.0m in width, with areas of intermittent grass verge and dropped kerb areas providing access to private driveways. Regular street-lighting is found along the footway, providing uniform lighting.

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Public Transport – Bus 3.6 As demonstrated on Figure 5, the closest bus stop within walking distance from the site is ‘Pentecostal Church’ stop, with stops on both sides of Gors Road, located approximately 390m north of the northernmost site access. The stop on the eastern side of the carriageway comprises a flag-and-pole stop with timetable information, with the stop on the western side being unmarked. Bus service 46 operates from these bus stops, providing a once per day service in each direction between Rhyl and Ysbyty Glan Clwyd.

3.7 The more frequent 12 bus service can be accessed from multiple bus stops along Towyn Road; the closest being ‘Seagull Inn’ approximately 1.0km from the site, comprising a marked bus layby with an accessible kerb, flag-and-pole and timetable information. Bus service 12 operates on average every 12 minutes between Rhyl and Llandudno.

3.8 National Express service 555 operating between London and Bangor (Gwynedd) can be accessed from Bryn Road bus stop. This bus service provides a once per day service in each direction to local destinations and larger settlements such as Liverpool, Manchester and Birmingham along its route between London and Bangor (Gwynedd). A summary of all the above bus services can be seen in Table 1 below.

Table 1 - Summary of Bus Services Service Operating Days Frequency Route Provider Mon – Fri 05:24 – 23:10 Every 12 minutes Sat Rhyl to 12 Sapphire 05:42 – 23:10 Llandudno Sun Every 20 minutes 07:22 – 22:40 Mon-Sat Rhyl to Ysbyty 46 Once per day M&H Coaches 13:53 Glan Clwyd Bangor Mon – sun National 555 Once per day (Gwynedd) to 09:37 Express London Victoria

Public Transport – Rail

3.9 The closest railway stations to the site are Abergele & Pensarn railway station; 4.2km north- west of the site, and Rhyl railway station 5.1km north-east of the site. Both railway stations are easily accessible via the aforementioned bus service 12, with the service operating at stops in close proximity of both stations.

3.10 A wide range of local destinations such as Llandudno and Prestatyn, and larger settlements such as Chester and Manchester can be accessed on approximate hourly basis from

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Abergele & Pensarn railway station. A larger range of destinations can be accessed from Rhyl railway station including Manchester on an approximate hourly service, Cardiff, Milton Keynes and London on services every two hours.

Cycling Facilities 3.11 The 2011 Census found that nationally, approximately 2% of people who commute do so principally by cycle. DfT’s ‘Local Area Walking and Cycling Statistics 2012-2013’ noted that approximately 15% of the population cycle at least once a month as part of utility or recreational journey.

3.12 DfT National Statistics fact sheet ‘Cycling in Great Britain’ (January 2003) stated that the average length of a cycle stage was 2.4 miles (3.86km) and that 90% of cycle trips were under 5 miles (8km) in length. These distances are consistent with the previous PPG13 guidance which stated that cycling offers strong potential to substitute for car trips for those journeys under 5km, or those made as part of a multi-modal trip that includes cycling and public transport (especially rail). A 5km distance is equivalent to a typical cycling time of 15 to 20 minutes.

3.13 A review of sustrans.org.uk highlights that National Cycle Route 5 runs along Towyn promenade, approximately 1.6km north of the site. The route is 372 miles long, connecting Reading and Holyhead, with parts of the route currently still under construction. National Cycle Route 5 in addition to other cycle routes can be seen on Figure 7 below.

Figure 7 - Sustrans Cycle Route Map

SITE

Source: sustrans.org.uk

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4.0 PROPOSED TRIP GENERATION

4.1 This section considers the proposed trip generation from the established extant uses of the site, compared to the potential trip generation from the proposed site use.

Existing Trip Generation 4.2 The site, whilst currently unused, was previously granted planning approval for the development of ‘Gors Leisure’; the details of which are provided previously in paragraph 2.2. Due to the fact that no trip rates, or floor areas for the different elements of the extant permitted use are known, specific trip generation can’t be determined.

4.3 Based on the known permitted elements of ‘Gors Leisure’, it is assumed that the site would have produced extensive vehicle movements owing to the fact that many elements of the site such as the restaurant/tea rooms and swimming pool were not restricted to guests staying at the site, allowing members of the public to use the facilities.

Proposed Trip Generation 4.4 Due to the fact that the proposed site will be utilised by Travelling Showmen, the vehicle movements produced by the site will be fairly unique and therefore cannot be accurately assessed through use of a database such as TRICS7, as there are no similar sites listed within the database. Details of the vehicles associated with the proposed site and a generalised calendar demonstrating patterns of events the Showmen generally attend throughout the year have been provided by the client, and are detailed below so as to provide an understanding of how the site will operate and the vehicle movements that are anticipated.

Table 2 - Proposed Site Vehicles Vehicle Type Number of Vehicles

Car 11

Van 10

LGV 5

HGV 10

Adult Ride Trailers 10

Small Ride/Goods Trailers 10

Catering Kiosks 8

Total: 64 Vehicles

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Table 3 - Travelling Showman Approximate Event Calendar Month No. Departures No. Arrivals Details

January 0 32 Some arriving back at site after Christmas/New Year events. Likely on site for maintenance for most of month.

February 64 32 On site start of month, then out to Valentine’s/half term events. Some likely to return end of the month.

March 0 0 Some will be on site already, others will remain out at events continuing from February and not return.

April 32 0 All likely to be out at Easter events.

May 0 32 All likely to be out for bank holiday events. Some come back to site after, with others are out longer.

June 64 32 All likely to be on site for first week, then all leave and stay out for most of summer.

July 0 0 All out at events.

August 0 0 All out at events.

September 0 64 All generally return to site.

October 64 0 All generally out for half term and stay out for bonfire events.

November 0 64 All generally return to site after bonfire events.

December 32 0 Some finish for the year with equipment remaining on site, others continue at events over Christmas and New Year.

Total Trips 256 Trips 256 Trips

4.5 In order to provide a robust assessment of the proposed site vehicle movements, the total 64 vehicles associated with the proposed site have been split in to arrivals and departures, as shown in Table 3 above, based on the approximate events calendar detail provided by the client.

4.6 Throughout the year approximately 256 trips will be made departing the site as the Travelling Showmen travel to events, with approximately an additional 256 trips also made throughout the year accounting for the Showmen returning to the site after events have

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finished. The yearly arrival and departure figures have subsequently been divided by 52, so as to provide approximate average weekly vehicle movements; producing 5 arrivals and 5 departures per week.

4.7 As demonstrated by Table 3, February and June may experience slightly higher two-way vehicle movements, with averages of 16 departures and 8 arrivals per week.

4.8 It should be noted that the vehicle movements provided are solely an approximation based on the known number of vehicles associated with the proposed site, and due to the nature of the Travelling Showmen industry it is not possible to provide an exact calendar of events or specific vehicle movements, therefore the figures calculated should be used as an approximate yet robust guide.

4.9 The average weekly arrival and departure figures therefore demonstrate that the proposed site will produce very low vehicle movements and furthermore, the vehicle movements will not have a regular presence on the local highway network due to being influenced by seasonal events and will therefore be offsite for extended periods of time.

4.10 The figures do not take account of any permanent residents of the site that do not attend the offsite events. Whilst figures for this are unknown, it is very likely that the number of permanent residents remaining on site will be minor and therefore it is expected that fewer than 5 arrivals and departures will occur at the site per week associated with these residents.

4.11 Based on the information provided regarding the vehicle movements for the former permitted uses of the site and the proposed site, it can be concluded that the proposed site will have a lesser impact on the local highway network due to the fact that the vehicles will be offsite travelling to events for extended periods of time, in addition to the fact that the number of vehicles associated with the site will also be significantly lower; given that the previous permitted use would have attracted large numbers of vehicle movements from non-resident use of the facilities.

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5.0 ACCIDENT REVIEW

5.1 Personal Injury Accident (PIA) data has been obtained from the website Crashmap.co.uk for the period 2011-2016 (partial) for the study area shown in Figure 8 below. It should be noted that the January to June 2016 data is currently provisional, and there is no data available as of yet for the period June to December 2016. The Crashmap website provides information about the date, location, severity, number of vehicles involved and number of casualties for each of the incidents.

Figure 8 – Crashmap Accident Data

Source: www.crashmap.co.uk

5.2 The study area shown in Figure 8 above demonstrates that 2 accidents have occurred within a 500m radius of the site, with a further 2 accidents just outside of this radius to the south of the site. This data therefore suggests there is no existing road safety concern and that the proposed site would therefore not give rise to any additional safety concerns on the surrounding highway network.

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6.0 ACCESS

6.1 The site will primarily be accessed via the existing southern access, previously shown in Figure 2, further shown in Figure 9 below, the details of which can be seen on Drawing No. 22862_08_020_01 in Appendix C.

Figure 9 - Existing Southern Access Stone bridge

Source: Google Earth

6.2 The access will be approximately 7.3m in width, consisting of a bound material for 20m into the site. Visibility splays of 2.4m x 120m are achievable to the north and south of the access, in accordance with the recorded 85th percentile speeds as specified by Table 7/1 in DMRB TD 42/95, as shown in Table 4 overleaf. It should be noted that the existing access and its visibility splays were accepted for the previous ‘Gors Leisure’ site which was granted planning approval, with the current proposal also seeking to use the existing access; as opposed to creating a new access point.

6.3 In order to accommodate the larger vehicles utilising the site, the existing stone wall is to be removed, and will be reinstated on the new kerbline outside of the visibility envelope. In addition to this, the southern corner radii will be altered to 15m in order to facilitate the larger vehicles entering and exiting the site to/from the south as detailed by the proposed routing agreement. The existing gates will be set back a minimum of 15m from the nearside channel line, so as to allow sufficient room for large vehicles to enter the site access and not obstruct Gors Road when waiting for the gates to be opened.

6.4 The stone bridge that currently exists within the site, as demonstrated in Figure 8, will be removed as part of the alterations to the existing access.

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6.5 Pedestrian access will be taken via a new pedestrian link from the north of the site, providing access to the existing white-lined pedestrian area on the eastern side of Gors Road, and wider footway network.

Vehicle Tracking 6.6 Drawing No. 22862_08_020_02 in Appendix D demonstrates a low loader vehicle entering the site in a forward gear, turning within the site and leaving in a forward gear. The vehicle used is a fair, robust representation of the largest vehicles that will be using the site, with most vehicles accessing the site being smaller.

Automatic Traffic Count (ATC) Survey

6.7 An ATC survey was carried out from the 1st April 2017 to 7th April 2017, positioned slightly south of the existing southern access, so as to demonstrate vehicle speeds and flows on the local highway. The ATC results are summarised in Table 4 below, with the full results provided in Appendix E.

Table 4 - ATC Survey Results Northbound Southbound

Average Speed 36.5 mph 37.6 mph

85th Percentile 43.1 mph 45.4 mph

5-day Daily Average Flow 1723 1388

HGV % 8% 10%

6.8 The ATC demonstrated 85th percentile speeds of 43.1 mph northbound and 45.4 mph southbound. 5-day daily average flows showed that on average a total of 1723 vehicles passed the site in a northbound direction, with 1388 passing the site in a southbound direction, of these vehicle flows, 8% of northbound vehicles were classified as HGVs and 10% of southbound vehicles were classified as HGVs.

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7.0 CONCLUSIONS

7.1 This Transport Statement has been created in support of a planning application for the development of a Travelling Showmen site at Gors Farm, Gors Road, Towyn. A summary of the relevant points is as follows:

7.2 The site, located approximately 1.2km south of Towyn seaside resort centre on the North Wales coast, is currently unused however has existing planning consent for ‘Gors Leisure’; a multi-use site consisting of holiday accommodation, restaurant and tea-room, and recreational facilities. Many of the approved facilities were set to be utilised by guests and the general public.

7.3 The site is now proposed to be used by the Travelling Showmen industry, with 13 park homes, a maintenance barn, storage compound and an external storage yard being part of the proposals.

7.4 It is anticipated that the site will produce on average 5 arrivals and 5 departures per week; however whilst this is based on taking an average of approximate movements due to the unique nature of the site and the Travelling Showmen industry, the vehicles will not have a regular presence on the local highway due to being offsite for extended periods of time.

7.5 Due to the fact a TRO exists north of the site on the River Gele bridge; providing a weight limit of 7.5 tonnes, the client is proposing to create a routing agreement whereby the larger vehicles associated with the site will enter and exit the site from the south on Gors Road, so as to avoid the 7.5 tonne TRO, also reducing the impact on the local highway by avoiding travelling through the centre of Towyn.

7.6 It is proposed to use the existing site access, with alterations to accommodate the anticipated larger vehicles associated with the site. The access will be approximately 7.3m in width, consisting of a bound material continuing in to the site for 20m. Visibility splays of 2.4m x 120m are achievable to the north and south of the access, in accordance with the 85th percentile speeds recorded by the ATC as required by TD 42/95.

7.7 A range of amenities and facilities including shops, restaurants and schools are located in the centre of Towyn; all within 1.8km walking distance of the site. These amenities can be accessed via a new pedestrian link within the north of the site, providing a connection to the existing white-lined pedestrian area on the eastern side of Gors Road. Bus services can also be accessed from the centre of Towyn.

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7.8 A review of the website Crashmap.co.uk shows that two accidents have occurred within a 500m radius of the site, demonstrating that there are no existing safety concerns on Gors Road that would be exacerbated by the proposed site.

7.9 Based on the information provided above, there are no highways or transportation reasons why the proposed Travelling Showmen site should not granted planning permission.

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APPENDIX B SAPPHIRE - Rhyl to Llandudno via Llanddulas and 12 Colwyn Bay

Monday to Friday - towards Llandudno Penmorfa West Shore

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Rhyl Bus Station 0515 0530 0545 0600 0612 0624 0636 0648 0700 0712 0724 0736 0748 0800 12 24 36 48 00 1648 Belgrano Ty Gwyn Caravan Park 0527 0545 0600 0615 0627 0639 0651 0703 0715 0727 0739 0751 0803 0815 27 39 51 03 15 1703 Llanddulas Fair View Inn 0539 0600 0615 0630 0642 0654 0706 0718 0730 0742 0754 0806 0818 0830 Then 42 54 06 18 30 past 1718 at each Colwyn Bay Kwiks 0551 0615 0630 0645 0657 0709 0721 0733 0745 0757 0809 0821 0833 0845 57 09 21 33 45 1733 these hour Penrhyn Bay Toll Bar 0603 0630 0645 0700 0712 0724 0736 0748 0800 0812 0824 0836 0848 0900 mins 12 24 36 48 00 until 1748 Craig-y-Don Clarence Road 0610 0638 0653 0708 0720 0732 0744 0756 0808 0820 0832 0844 0856 0908 20 32 44 56 08 1756 Llandudno Penmorfa West Shore 0615 0648 0703 0718 0730 0742 0754 0806 0818 0830 0842 0854 0906 0918 30 42 54 06 18 1806

12 12 12 12 12 12 12 12 12 12 12 12 12 12 Rhyl Bus Station 1700 1712 1724 1736 1748 1800 1830 1900 1930 2000 30 00 2230 2300 Belgrano Ty Gwyn Caravan Park 1715 1727 1739 1751 1803 1813 1843 1913 1943 2013 43 13 2243 2313 Llanddulas Fair View Inn 1730 1742 1754 1806 1818 1826 1856 1926 1956 2026 Then 56 26 past 2256 2326 at each Colwyn Bay Kwiks 1745 1757 1809 1821 1833 1839 1909 1939 2009 2039 09 39 2309 2339 these hour Penrhyn Bay Toll Bar 1800 1812 1824 1836 -- 1852 1922 1952 2022 2052 mins 22 52 until 2322 -- Craig-y-Don Clarence Road 1808 1820 1832 1844 -- 1858 1928 1958 2028 2058 28 58 2328 -- Llandudno Penmorfa West Shore 1818 1830 1842 1854 -- 1904 1934 2004 2034 2104 34 04 2334 --

Monday to Friday - towards Rhyl Bus Station

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Llandudno Penmorfa West Shore -- 0625 0700 0715 0730 42 54 06 18 30 1718 1730 1742 1754 1806 1820 1835 1850 1910 Craig-y-Don Clarence Road -- 0633 0710 0725 0740 52 04 16 28 40 1728 1740 1752 1804 1816 1829 1844 1859 1916 Penrhyn Bay Post Office -- 0641 0718 0733 0748 Then 00 12 24 36 48 past 1736 1748 1800 1812 1824 1837 1852 1907 1923 at each Colwyn Bay Kwiks -- 0656 0733 0748 0803 15 27 39 51 03 1751 1803 1815 1827 1839 1850 1905 1920 1936 these hour Llanddulas Fair View Inn 0631 0711 0748 0803 0818 mins 30 42 54 06 18 until 1806 1818 1830 1842 1854 1903 1918 1933 1949 Belgrano Ty Gwyn Caravan Park 0643 0726 0803 0818 0833 45 57 09 21 33 1821 1833 1845 1857 1909 1916 1931 1946 2002 Rhyl Bus Station 0655 0741 0818 0833 0848 00 12 24 36 48 1836 1848 1900 1912 1924 1929 1944 1959 2015

12 12 12 12 12 12 Llandudno Penmorfa West Shore 1940 10 40 2210 2240 2309 Craig-y-Don Clarence Road 1946 16 46 2216 2246 2314 Penrhyn Bay Post Office 1953 Then 23 53 past 2223 2253 2319 at each Colwyn Bay Kwiks 2006 36 06 2236 2306 2329 these hour Llanddulas Fair View Inn 2019 mins 49 19 until 2249 2319 2339 Belgrano Ty Gwyn Caravan Park 2032 02 32 2302 2332 2349 Rhyl Bus Station 2045 15 45 2315 2345 2359

Saturday - towards Llandudno Penmorfa West Shore

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Rhyl Bus Station 0530 0545 0600 0612 0624 0636 0648 0700 0712 0724 0736 0748 0800 12 24 36 48 00 1648 1700 Belgrano Ty Gwyn Caravan Park 0545 0600 0615 0627 0639 0651 0703 0715 0727 0739 0751 0803 0815 27 39 51 03 15 1703 1715 Llanddulas Fair View Inn 0600 0615 0630 0642 0654 0706 0718 0730 0742 0754 0806 0818 0830 Then 42 54 06 18 30 past 1718 1730 at each Colwyn Bay Kwiks 0615 0630 0645 0657 0709 0721 0733 0745 0757 0809 0821 0833 0845 57 09 21 33 45 1733 1745 these hour Penrhyn Bay Toll Bar 0630 0645 0700 0712 0724 0736 0748 0800 0812 0824 0836 0848 0900 mins 12 24 36 48 00 until 1748 1800 Craig-y-Don Clarence Road 0638 0653 0708 0720 0732 0744 0756 0808 0820 0832 0844 0856 0908 20 32 44 56 08 1756 1808 Llandudno Penmorfa West Shore 0648 0703 0718 0730 0742 0754 0806 0818 0830 0842 0854 0906 0918 30 42 54 06 18 1806 1818

12 12 12 12 12 12 12 12 12 12 12 12 12 Rhyl Bus Station 1712 1724 1736 1748 1800 1830 1900 1930 2000 30 00 2230 2300 Belgrano Ty Gwyn Caravan Park 1727 1739 1751 1803 1813 1843 1913 1943 2013 43 13 2243 2313 Llanddulas Fair View Inn 1742 1754 1806 1818 1826 1856 1926 1956 2026 Then 56 26 past 2256 2326 at each Colwyn Bay Kwiks 1757 1809 1821 1833 1839 1909 1939 2009 2039 09 39 2309 2339 these hour Penrhyn Bay Toll Bar 1812 1824 1836 -- 1852 1922 1952 2022 2052 mins 22 52 until 2322 -- Craig-y-Don Clarence Road 1820 1832 1844 -- 1858 1928 1958 2028 2058 28 58 2328 -- Llandudno Penmorfa West Shore 1830 1842 1854 -- 1904 1934 2004 2034 2104 34 04 2334 --

Saturday - towards Rhyl Bus Station

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Llandudno Penmorfa West Shore -- -- 0700 0715 0730 42 54 06 18 30 1718 1730 1742 1754 1806 1820 1835 1850 1910 Craig-y-Don Clarence Road -- -- 0710 0725 0740 52 04 16 28 40 1728 1740 1752 1804 1816 1829 1844 1859 1916 Penrhyn Bay Post Office -- -- 0718 0733 0748 Then 00 12 24 36 48 past 1736 1748 1800 1812 1824 1837 1852 1907 1923 at each Colwyn Bay Kwiks -- -- 0733 0748 0803 15 27 39 51 03 1751 1803 1815 1827 1839 1850 1905 1920 1936 these hour Llanddulas Fair View Inn 0631 0711 0748 0803 0818 mins 30 42 54 06 18 until 1806 1818 1830 1842 1854 1903 1918 1933 1949 Belgrano Ty Gwyn Caravan Park 0643 0726 0803 0818 0833 45 57 09 21 33 1821 1833 1845 1857 1909 1916 1931 1946 2002 Rhyl Bus Station 0655 0741 0818 0833 0848 00 12 24 36 48 1836 1848 1900 1912 1924 1929 1944 1959 2015

Sunday - towards Llandudno Penmorfa West Shore

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Rhyl Bus Station 0710 0740 0810 30 50 10 1650 1710 1730 1800 1830 00 30 2200 2230 Belgrano Ty Gwyn Caravan Park 0725 0755 0825 45 05 25 1705 1725 1745 1813 1843 13 43 2213 2243 Llanddulas Fair View Inn 0740 0810 0840 Then 00 20 40 past 1720 1737 1757 1826 1856 Then 26 56 past 2226 2256 at each at each Colwyn Bay Kwiks 0755 0825 0855 15 35 55 1735 1751 1811 1839 1909 39 09 2239 2309 these hour these hour Penrhyn Bay Toll Bar 0810 0840 0910 mins 30 50 10 until 1750 1806 1826 1852 1922 mins 52 22 until 2252 2322 Craig-y-Don Clarence Road 0818 0848 0918 38 58 18 1758 1813 1833 1858 1928 58 28 2258 2328 Llandudno Penmorfa West Shore 0828 0858 0928 48 08 28 1808 1821 1841 1904 1934 04 34 2304 2334

Sunday - towards Rhyl Bus Station

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Llandudno Penmorfa West Shore 0830 0900 0930 1000 20 40 00 1740 1800 1820 1840 1855 1910 40 10 2240 2309 Craig-y-Don Clarence Road 0840 0910 0940 1010 30 50 10 1750 1810 1826 1846 1901 1916 46 16 2246 2314 Penrhyn Bay Post Office 0848 0918 0948 1018 Then 38 58 18 past 1758 1818 1833 1853 1908 1923 Then 53 23 past 2253 2319 at each at each Colwyn Bay Kwiks 0903 0933 1003 1033 53 13 33 1813 1831 1846 1906 1921 1936 06 36 2306 2329 these hour these hour Llanddulas Fair View Inn 0918 0948 1018 1048 mins 08 28 48 until 1828 1845 1859 1919 1934 1949 mins 19 49 until 2319 2339 Belgrano Ty Gwyn Caravan Park 0933 1003 1033 1103 23 43 03 1843 1858 1912 1932 1947 2002 32 02 2332 2349 Rhyl Bus Station 0948 1018 1048 1118 38 58 18 1858 1911 1925 1945 2000 2015 45 15 2345 2359

Ysbyty Glan Clwyd - Rhyl via Towyn Service 46 (DGAO046) Monday to Friday (Excluding Bank Holidays) (Inbound) Timetable valid from 1st November 2015 until further notice Ysbyty Glan Clwyd 1005 Bodelwyddan Ty Fry 1008 Towyn Towyn Way West 1018 Kinmel Bay Clwyd Park 1030 Wellington Road Aldi Store 1041 Rhyl Bus Station E 1045

Rhyl - Ysbyty Glan Clwyd Service 46 (DGAO046) Monday to Friday (Excluding Bank Holidays) (Outbound) Timetable valid from 1st November 2015 until further notice Rhyl Bus Station E 1325 1705 Wellington Road Aldi Store 1329 1709 Kinmel Bay Clwyd Park 1340 1721 Towyn, Towyn Way West 1352 | Bodelwyddan Ty Fry 1402 1727* Ysbyty Glan Clwyd 1405 1730*

Notes: * Srvice may operate up to ten minutes later if passengers have requested Towyn

Ysbyty Glan Clwyd - Rhyl via Towyn Service 46 (DGAO046) Saturday (Inbound) Timetable valid from 1st November 2015 until further notice Ysbyty Glan Clwyd 1005 Bodelwyddan Ty Fry 1008 Towyn Towyn Way West 1018 Kinmel Bay Clwyd Park 1030 Wellington Road Aldi Store 1041 Rhyl Bus Station E 1045

Page 1 of 2

Rhyl - Ysbyty Glan Clwyd Service 46 (DGAO046) Saturday (Outbound) Timetable valid from 1st November 2015 until further notice Rhyl Bus Station E (dep) 1325 1705 Wellington Road Aldi Store 1329 1709 Kinmel Bay Clwyd Park 1340 1721 Towyn, Towyn Way West 1352 | Bodelwyddan Ty Fry 1402 1727* Ysbyty Glan Clwyd 1405 1730*

Notes: * Srvice may operate up to ten minutes later if passengers have requested Towyn

Page 2 of 2 APPENDIX C REV: AMENDMENTS: DRN: CHK: DATE: PROJECT: GORS ROAD TOWYN

DRAWING TITLE:

ACCESS DESIGN

CLIENT: HOLDEN

DRAWING NUMBER: 22862_08_020_01

REVISION: SHEET SIZE: SCALE: - A3 AS SHOWN

DRAWN BY: CHECKED BY: DATE: SW SP 19.04.17

STATUS: T:\M-EC Job Book\22862\drawings\08 transport\22862_08_020_01 access design.dwg PRELIMINARY

Ibstock T: 01530 264 753 Birmingham T: 0121 2624 045 File Location: Milton Keynes T: 01908 440 042 Nottingham T: 0115 838 0990 Leeds T: 0113 468 1127

Consulting Development Engineers E: [email protected]

www.m-ec.co.uk 19.04.2017

LICENCE NUMBER 100055865. Printed: APPENDIX D REV: AMENDMENTS: DRN: CHK: DATE: PROJECT: GORS ROAD TOWYN

DRAWING TITLE:

VEHICLE TRACKING

CLIENT: HOLDEN

DRAWING NUMBER: 22862_08_020_02

REVISION: SHEET SIZE: SCALE: - A3 1:500

DRAWN BY: CHECKED BY: DATE: SW SP 02.05.17

STATUS: T:\M-EC Job Book\22862\drawings\08 transport\22862_08_020_02 vehicle tracking.dwg PRELIMINARY

Ibstock T: 01530 264 753 Birmingham T: 0121 2624 045 File Location: Milton Keynes T: 01908 440 042 Nottingham T: 0115 838 0990 Leeds T: 0113 468 1127

Consulting Development Engineers E: [email protected]

www.m-ec.co.uk 02.05.2017

LICENCE NUMBER 100055865. Printed: APPENDIX E Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northbound Vehicle Flow Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave 1 9 20 10 10 9 12 6 9 11 2 10 5 4 3 3 5 5 4 5 3 8 6 3 2 3 1 2 2 4 4 6 3 0 3 1 2 0 1 2 5 4 5 3 1 2 1 2 2 3 6 13 6 2 3 2 1 3 2 4 7 21 15 8 7 8 4 3 6 9 8 29 37 23 30 37 24 35 30 31 9 48 52 72 66 74 50 82 69 63 10 75 91 80 73 76 71 91 78 80 11 115 223 89 86 96 102 92 93 115 12 153 253 117 84 116 97 119 107 134 13 175 287 121 103 104 114 161 121 152 14 178 190 128 107 99 96 186 123 141 15 166 153 142 103 97 121 186 130 138 16 154 115 145 140 136 152 230 161 153 17 156 98 156 143 145 147 286 175 162 18 111 76 154 157 169 163 268 182 157 19 85 74 82 160 89 117 227 135 119 20 89 80 56 103 88 81 216 109 102 21 60 43 54 68 50 73 145 78 70 22 42 28 27 37 38 46 102 50 46 23 20 17 23 36 27 34 49 34 29 24 18 5 12 18 20 20 40 22 19

7-19 1445 1649 1309 1252 1238 1254 1963 1403 1444 6-22 1657 1815 1454 1467 1422 1458 2429 1646 1672 6-24 1695 1837 1489 1521 1469 1512 2518 1702 1720 0-24 1745 1882 1511 1543 1489 1534 2536 1723 1749

Vehicle Flow (Channel 1)

3000

2500

2000

1500

1000

500

Number of NumberVehicles 0-24 0 6-24 01/04/2017 6-22 02/04/2017 03/04/2017 04/04/2017 7-19 05/04/2017 06/04/2017 07/04/2017 Date

7-19 6-22 6-24 0-24

Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northbound Average Speed Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 1 46.5 39.0 41.4 46.6 44.0 47.4 47.9 - 2 45.9 38.6 40.5 39.7 49.3 42.7 45.9 - 3 46.2 52.4 42.8 44.1 43.0 35.2 40.7 - 4 40.1 40.5 - 51.9 51.8 44.8 - - 5 41.1 44.6 45.8 39.5 37.7 65.5 47.3 - 6 36.2 42.7 44.1 40.9 33.0 34.3 36.0 - 7 36.2 39.8 38.8 35.3 40.7 35.4 35.7 - 8 37.9 37.9 42.8 39.4 41.9 38.5 39.5 - 9 37.6 37.2 39.8 37.4 38.6 38.7 38.1 - 10 37.6 35.7 37.6 37.3 36.3 38.1 36.8 - 11 34.7 33.9 35.4 36.8 34.9 34.0 36.0 - 12 34.1 33.0 35.4 36.6 34.7 36.7 34.4 - 13 35.7 32.2 34.4 35.5 34.2 37.3 34.4 - 14 34.3 34.1 35.3 37.6 36.2 35.0 35.1 - 15 35.0 35.0 35.5 36.4 35.9 36.5 34.9 - 16 35.4 35.9 35.4 37.5 36.7 35.8 35.4 - 17 36.5 36.4 37.4 37.9 36.2 36.7 34.1 - 18 38.1 36.4 38.3 38.5 38.4 36.6 35.7 - 19 39.3 39.0 40.3 36.3 40.3 38.1 35.4 - 20 37.4 39.1 37.5 37.0 38.8 38.3 35.3 - 21 38.6 39.7 38.8 38.6 39.2 39.7 34.7 - 22 39.7 43.1 44.5 41.2 41.7 42.3 38.2 - 23 39.9 42.9 45.4 41.4 40.0 39.4 38.1 - 24 46.5 52.4 44.0 39.4 42.7 46.2 39.2 -

10-12 34.4 33.4 35.4 36.7 34.8 35.3 35.1 - 14-16 35.2 35.4 35.5 37.1 36.3 36.1 35.1 - 0-24 36.5 35.3 37.2 37.6 37.3 37.3 35.6 -

Average 36.5

Channel 1 - Northbound 85th Percentile

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 1 51.7 45.5 47.0 56.7 50.2 55.6 53.3 - 2 55.8 46.3 53.0 40.8 53.5 47.6 60.6 - 3 54.8 72.9 50.9 49.5 49.3 - 42.8 - 4 43.2 43.2 - 61.4 - 47.5 - - 5 48.1 54.4 52.8 - 43.4 - 54.3 - 6 40.6 51.9 48.5 45.5 34.0 - 40.4 - 7 42.5 49.0 48.8 44.4 47.1 40.8 43.2 - 8 44.3 47.0 49.9 49.3 47.8 46.2 46.8 - 9 46.2 44.9 45.7 41.9 44.4 48.1 43.9 - 10 44.1 41.4 42.7 43.3 42.4 45.3 44.8 - 11 40.2 40.4 39.9 41.7 42.7 39.9 41.9 - 12 40.7 39.2 40.9 42.4 40.5 41.7 41.3 - 13 40.0 38.2 40.7 41.7 41.2 42.6 40.4 - 14 39.8 40.5 41.7 46.1 43.5 42.4 41.0 - 15 41.3 40.9 40.8 42.7 41.8 42.7 40.8 - 16 41.2 41.7 40.2 44.1 43.5 41.7 40.7 - 17 41.9 41.9 43.4 45.6 42.3 41.9 40.9 - 18 44.8 43.5 46.2 45.7 43.4 43.1 40.6 - 19 45.9 46.6 47.8 42.4 46.5 44.4 40.4 - 20 44.1 46.3 46.0 42.6 46.6 44.3 41.5 - 21 45.8 49.1 42.6 46.5 47.3 47.0 40.8 - 22 47.0 51.2 55.4 49.1 50.7 50.7 44.9 - 23 45.4 54.0 53.6 48.4 48.0 47.5 46.3 - 24 56.0 59.5 49.1 43.0 49.7 53.8 46.3 -

10-12 40.3 39.7 40.6 42.0 40.5 40.8 41.6 - 14-16 41.2 41.3 40.6 43.5 42.4 42.1 40.7 - 0-24 42.6 41.7 43.7 44.3 44.1 43.8 41.7 -

85th %ile 43.1 Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northbound Speed Summary Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday 0-25 81 128 58 60 52 47 147 26-40 1257 1424 1044 1021 988 1062 1932 41-55 385 306 388 441 431 404 440 56- 22 24 21 21 18 21 17

TOTAL 1745 1882 1511 1543 1489 1534 2536

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017

Date

0-25 26-40 41-55 56- Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 01/04/2017 7-19 1338 106 1 1445 6-22 1532 124 1 1657 6-24 1568 126 1 1695 0-24 1606 138 1 1745 02/04/2017 7-19 1569 78 2 1649 6-22 1723 90 2 1815 6-24 1745 90 2 1837 0-24 1782 98 2 1882 03/04/2017 7-19 1178 130 1 1309 6-22 1315 138 1 1454 6-24 1348 140 1 1489 0-24 1369 141 1 1511 04/04/2017 7-19 1120 131 1 1252 6-22 1319 147 1 1467 6-24 1373 147 1 1521 0-24 1394 148 1 1543 05/04/2017 7-19 1114 123 1 1238 6-22 1289 132 1 1422 6-24 1331 137 1 1469 0-24 1351 137 1 1489 06/04/2017 7-19 1138 116 0 1254 6-22 1328 129 1 1458 6-24 1376 135 1 1512 0-24 1397 136 1 1534 07/04/2017 7-19 1792 169 2 1963 6-22 2234 193 2 2429 6-24 2315 201 2 2518 0-24 2330 204 2 2536

Average 7-19 1321 122 1 1444 6-22 1534 136 1 1672 6-24 1579 139 1 1720 0-24 1604 143 1 1749

Total Vehicle Class Distribution

0% 8%

92% Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southbound Vehicle Flow Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave 1 9 13 5 7 9 4 3 6 7 2 12 5 5 3 7 4 3 4 6 3 7 6 0 4 0 3 3 2 3 4 5 6 1 3 3 2 0 2 3 5 1 3 12 5 8 4 7 7 6 6 14 10 30 26 35 23 23 27 23 7 18 17 50 45 46 43 48 46 38 8 31 28 106 97 103 84 84 95 76 9 56 61 113 95 113 104 96 104 91 10 75 89 88 69 76 77 101 82 82 11 87 167 120 99 91 97 112 104 110 12 108 291 96 79 85 95 104 92 123 13 94 334 115 79 84 73 110 92 127 14 104 258 109 86 91 102 88 95 120 15 112 248 82 86 108 82 102 92 117 16 99 220 87 75 75 92 118 89 109 17 120 211 79 78 89 91 113 90 112 18 104 166 77 99 97 94 95 92 105 19 69 120 70 163 66 73 86 92 92 20 59 86 56 103 61 59 85 73 73 21 40 61 36 48 33 47 59 45 46 22 28 25 23 28 29 24 39 29 28 23 23 18 11 20 12 23 26 18 19 24 14 9 5 10 8 4 18 9 10

7-19 1059 2193 1142 1105 1078 1064 1209 1120 1264 6-22 1204 2382 1307 1329 1247 1237 1440 1312 1449 6-24 1241 2409 1323 1359 1267 1264 1484 1339 1478 0-24 1289 2452 1376 1407 1329 1304 1523 1388 1526

Vehicle Flow (Channel 2)

2500

2000

1500

1000

500

Number of NumberVehicles 0-24 0 6-24 01/04/2017 6-22 02/04/2017 03/04/2017 04/04/2017 7-19 05/04/2017 06/04/2017 07/04/2017 Date 7-19 6-22 6-24 0-24

Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southbound Average Speed Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 1 43.2 38.0 44.3 48.8 47.4 44.0 44.8 - 2 44.3 47.6 43.0 47.3 39.5 40.4 56.3 - 3 44.4 47.6 - 44.3 - 39.0 38.2 - 4 46.8 41.9 39.0 54.9 39.5 43.7 - - 5 34.4 43.5 40.9 47.3 39.8 50.5 42.5 - 6 43.9 41.9 42.5 43.8 45.2 45.6 44.1 - 7 37.7 36.4 40.4 43.6 43.9 44.4 44.1 - 8 38.7 36.7 41.5 40.4 40.8 41.6 42.0 - 9 36.9 38.5 40.6 40.1 40.1 42.8 43.2 - 10 38.1 36.5 36.7 39.3 38.7 37.2 36.5 - 11 36.9 35.5 36.9 35.8 34.9 35.3 36.4 - 12 35.3 33.3 36.4 36.8 35.9 37.9 36.9 - 13 35.0 32.8 36.8 35.7 36.9 36.8 36.1 - 14 36.0 34.6 34.8 37.5 36.8 35.1 36.6 - 15 35.7 34.1 37.4 37.4 36.3 37.9 35.6 - 16 35.8 35.7 36.0 37.7 35.7 38.9 36.7 - 17 38.2 36.7 37.1 37.8 39.8 37.8 35.8 - 18 40.5 36.4 37.2 39.5 37.4 38.7 35.1 - 19 40.4 37.2 37.1 37.7 39.3 39.5 36.7 - 20 38.2 36.8 39.6 38.7 40.3 38.6 38.4 - 21 39.3 38.4 39.5 38.5 43.2 41.4 35.6 - 22 40.0 42.6 41.8 41.3 42.9 40.7 35.2 - 23 39.8 41.4 43.0 40.0 40.2 39.0 41.1 - 24 39.0 40.8 40.6 43.3 37.0 40.1 43.0 -

10-12 36.0 34.1 36.7 36.3 35.4 36.6 36.6 - 14-16 35.7 34.9 36.6 37.5 36.1 38.5 36.2 - 0-24 37.6 35.4 38.0 38.6 38.6 38.9 37.7 -

Average 37.6

Channel 2 - Southbound 85th Percentile

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 1 52.2 43.3 48.3 52.3 64.2 46.8 46.5 - 2 53.9 50.9 48.5 51.3 47.3 43.3 65.1 - 3 49.9 55.9 - 52.7 - 40.8 40.1 - 4 54.5 47.0 - 56.7 51.1 46.6 - - 5 - 47.4 47.4 55.1 46.5 54.6 47.2 - 6 50.1 48.4 48.1 51.2 53.6 55.5 52.4 - 7 49.4 43.1 50.9 54.4 50.8 52.4 52.2 - 8 43.8 41.3 48.8 48.5 49.7 49.6 49.2 - 9 46.2 46.8 46.6 48.0 47.5 48.9 51.1 - 10 44.4 45.5 44.5 49.4 46.0 43.4 43.1 - 11 44.1 42.5 43.3 40.7 41.4 41.8 44.3 - 12 41.4 39.9 44.0 43.6 42.4 43.8 44.9 - 13 41.8 39.2 43.8 41.7 44.8 44.5 42.8 - 14 43.1 40.6 40.7 45.5 44.1 42.1 43.4 - 15 42.5 40.0 45.2 45.8 43.4 45.2 43.2 - 16 42.9 40.5 43.3 45.6 40.9 45.0 44.5 - 17 44.4 42.5 44.9 45.4 45.7 48.1 44.0 - 18 47.9 42.9 44.2 45.7 45.1 46.8 42.6 - 19 49.9 43.8 44.7 44.0 46.7 47.8 44.1 - 20 46.2 43.3 46.7 44.2 46.8 46.1 46.3 - 21 46.8 46.9 47.4 44.3 52.6 48.6 42.4 - 22 47.4 51.9 52.1 45.8 49.8 49.1 44.6 - 23 49.5 50.5 51.2 45.5 45.8 51.9 53.3 - 24 45.9 44.0 46.8 53.5 47.0 45.4 51.5 -

10-12 42.4 41.1 43.8 43.3 41.9 42.9 44.5 - 14-16 42.6 40.3 43.6 45.8 42.6 45.1 43.9 - 0-24 45.4 42.3 45.9 46.1 46.3 46.8 45.6 -

85th %ile 45.4 Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southbound Speed Summary Week 1

01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017 Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday 0-25 45 126 46 49 48 49 80 26-40 873 1864 860 880 816 757 957 41-55 340 440 443 440 434 462 452 56- 31 22 27 38 31 36 34

TOTAL 1289 2452 1376 1407 1329 1304 1523

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 01/04/2017 02/04/2017 03/04/2017 04/04/2017 05/04/2017 06/04/2017 07/04/2017

Date

0-25 26-40 41-55 56- Abergele ATC

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 01/04/2017 7-19 940 119 0 1059 6-22 1070 134 0 1204 6-24 1101 140 0 1241 0-24 1146 143 0 1289 02/04/2017 7-19 2036 156 1 2193 6-22 2210 171 1 2382 6-24 2234 174 1 2409 0-24 2271 180 1 2452 03/04/2017 7-19 993 148 1 1142 6-22 1138 168 1 1307 6-24 1153 169 1 1323 0-24 1197 178 1 1376 04/04/2017 7-19 978 127 0 1105 6-22 1176 153 0 1329 6-24 1205 154 0 1359 0-24 1250 157 0 1407 05/04/2017 7-19 961 116 1 1078 6-22 1110 136 1 1247 6-24 1128 138 1 1267 0-24 1185 143 1 1329 06/04/2017 7-19 955 108 1 1064 6-22 1110 126 1 1237 6-24 1134 129 1 1264 0-24 1171 132 1 1304 07/04/2017 7-19 1062 146 1 1209 6-22 1274 165 1 1440 6-24 1314 169 1 1484 0-24 1348 174 1 1523

Average 7-19 1132 131 1 1264 6-22 1298 150 1 1449 6-24 1324 153 1 1478 0-24 1367 158 1 1526

Total Vehicle Class Distribution

0% 10%

90% Civil Engineering Drainage Flood Risk Transport Highways Structures Geotechnics Contamination Sustainability Noise & Air Quality Utilities Geomatics

Leicester Birmingham Milton Keynes Nottingham Leeds

T: 01530 264 753 [email protected] www.m-ec.co.uk

Consulting Development Engineers