proposed land use change, gors farm, gors road … · 2017-05-03 · transport statement – gors...

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.

mailto:[email protected]

Transport Statement – Gors Road, Towyn

Report Ref: 22862/05-17/4780

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

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;

Application Site


Report Ref: 22862/05-17/4780

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

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’.

SOUTHERN ACCESS

NORTHERN ACCESS

Source: Google Earth


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Figure 3 - Gors Road Traffic Regulation Order

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.

SITE

7.5 tonne weight

limit


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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


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.

SITE

Nursery/Infant School

Junior School

Pentecostal Church

Bus Stops

Seagull Inn Bus Stops

Bryn Road

Bus Stops

Key:

Facilities/amenities


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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

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.

Existing northern access White-lined

pedestrian area


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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

12

Mon – Fri

05:24 – 23:10 Every 12 minutes

Rhyl to Llandudno

Sapphire Sat

05:42 – 23:10

Sun

07:22 – 22:40 Every 20 minutes

46 Mon-Sat

13:53 Once per day

Rhyl to Ysbyty

Glan Clwyd M&H Coaches

555 Mon – sun

09:37 Once per day

Bangor

(Gwynedd) to

London Victoria

National Express

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

Source: sustrans.org.uk

SITE


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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


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.

Stone bridge


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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.

APPENDIXA

APPENDIX B

12

Rhyl Bus Station

Belgrano Ty Gwyn Caravan Park

Llanddulas Fair View Inn

Colwyn Bay Kwiks

Penrhyn Bay Toll Bar

Craig-y-Don Clarence Road

Llandudno Penmorfa West Shore

12

0515

0527

0539

0551

0603

0610

0615

12

0530

0545

0600

0615

0630

0638

0648

12

0545

0600

0615

0630

0645

0653

0703

12

0600

0615

0630

0645

0700

0708

0718

12

0612

0627

0642

0657

0712

0720

0730

12

0624

0639

0654

0709

0724

0732

0742

12

0636

0651

0706

0721

0736

0744

0754

12

0648

0703

0718

0733

0748

0756

0806

12

0700

0715

0730

0745

0800

0808

0818

12

0712

0727

0742

0757

0812

0820

0830

12

0724

0739

0754

0809

0824

0832

0842

12

0736

0751

0806

0821

0836

0844

0854

12

0748

0803

0818

0833

0848

0856

0906

12 12 12 12 12 12 12

0800

Thenat

thesemins

12 24 36 48 00

pasteachhouruntil

1648

0815 27 39 51 03 15 1703

0830 42 54 06 18 30 1718

0845 57 09 21 33 45 1733

0900 12 24 36 48 00 1748

0908 20 32 44 56 08 1756

0918 30 42 54 06 18 1806

Rhyl Bus Station



Colwyn Bay Kwiks




12

1700

1715

1730

1745

1800

1808

1818

12

1712

1727

1742

1757

1812

1820

1830

12

1724

1739

1754

1809

1824

1832

1842

12

1736

1751

1806

1821

1836

1844

1854

12

1748

1803

1818

1833

--

--

--

12

1800

1813

1826

1839

1852

1858

1904

12

1830

1843

1856

1909

1922

1928

1934

12

1900

1913

1926

1939

1952

1958

2004

12

1930

1943

1956

2009

2022

2028

2034

12 12 12 12

2000

Thenat

thesemins

30 00

pasteachhouruntil

2230

2013 43 13 2243

2026 56 26 2256

2039 09 39 2309

2052 22 52 2322

2058 28 58 2328

2104 34 04 2334

12

2300

2313

2326

2339

--

--

--



Penrhyn Bay Post Office

Colwyn Bay Kwiks



Rhyl Bus Station

12

--

--

--

--

0631

0643

0655

12

0625

0633

0641

0656

0711

0726

0741

12

0700

0710

0718

0733

0748

0803

0818

12

0715

0725

0733

0748

0803

0818

0833

12 12 12 12 12 12 12

0730

Thenat

thesemins

42 54 06 18 30

pasteachhouruntil

1718

0740 52 04 16 28 40 1728

0748 00 12 24 36 48 1736

0803 15 27 39 51 03 1751

0818 30 42 54 06 18 1806

0833 45 57 09 21 33 1821

0848 00 12 24 36 48 1836

12

1730

1740

1748

1803

1818

1833

1848

12

1742

1752

1800

1815

1830

1845

1900

12

1754

1804

1812

1827

1842

1857

1912

12

1806

1816

1824

1839

1854

1909

1924

12

1820

1829

1837

1850

1903

1916

1929

12

1835

1844

1852

1905

1918

1931

1944

12

1850

1859

1907

1920

1933

1946

1959

12

1910

1916

1923

1936

1949

2002

2015




Colwyn Bay Kwiks



Rhyl Bus Station

12 12 12 12

1940

Thenat

thesemins

10 40

pasteachhouruntil

2210

1946 16 46 2216

1953 23 53 2223

2006 36 06 2236

2019 49 19 2249

2032 02 32 2302

2045 15 45 2315

12

2240

2246

2253

2306

2319

2332

2345

12

2309

2314

2319

2329

2339

2349

2359

Rhyl Bus Station



Colwyn Bay Kwiks




12

0530

0545

0600

0615

0630

0638

0648

12

0545

0600

0615

0630

0645

0653

0703

12

0600

0615

0630

0645

0700

0708

0718

12

0612

0627

0642

0657

0712

0720

0730

12

0624

0639

0654

0709

0724

0732

0742

12

0636

0651

0706

0721

0736

0744

0754

12

0648

0703

0718

0733

0748

0756

0806

12

0700

0715

0730

0745

0800

0808

0818

12

0712

0727

0742

0757

0812

0820

0830

12

0724

0739

0754

0809

0824

0832

0842

12

0736

0751

0806

0821

0836

0844

0854

12

0748

0803

0818

0833

0848

0856

0906

12 12 12 12 12 12 12

0800

Thenat

thesemins

12 24 36 48 00

pasteachhouruntil

1648

0815 27 39 51 03 15 1703

0830 42 54 06 18 30 1718

0845 57 09 21 33 45 1733

0900 12 24 36 48 00 1748

0908 20 32 44 56 08 1756

0918 30 42 54 06 18 1806

12

1700

1715

1730

1745

1800

1808

1818

Rhyl Bus Station



Colwyn Bay Kwiks




12

1712

1727

1742

1757

1812

1820

1830

12

1724

1739

1754

1809

1824

1832

1842

12

1736

1751

1806

1821

1836

1844

1854

12

1748

1803

1818

1833

--

--

--

12

1800

1813

1826

1839

1852

1858

1904

12

1830

1843

1856

1909

1922

1928

1934

12

1900

1913

1926

1939

1952

1958

2004

12

1930

1943

1956

2009

2022

2028

2034

12 12 12 12

2000

Thenat

thesemins

30 00

pasteachhouruntil

2230

2013 43 13 2243

2026 56 26 2256

2039 09 39 2309

2052 22 52 2322

2058 28 58 2328

2104 34 04 2334

12

2300

2313

2326

2339

--

--

--

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12

SAPPHIRE - Rhyl to Llandudno via Llanddulas andColwyn Bay

Monday to Friday - towards Llandudno Penmorfa West Shore

Monday to Friday - towards Rhyl Bus Station

Saturday - towards Llandudno Penmorfa West Shore

Saturday - towards Rhyl Bus Station

12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12




Colwyn Bay Kwiks



Rhyl Bus Station

--

--

--

--

0631

0643

0655

--

--

--

--

0711

0726

0741

0700

0710

0718

0733

0748

0803

0818

0715

0725

0733

0748

0803

0818

0833

0730

Thenat

thesemins

42 54 06 18 30

pasteachhouruntil

1718

0740 52 04 16 28 40 1728

0748 00 12 24 36 48 1736

0803 15 27 39 51 03 1751

0818 30 42 54 06 18 1806

0833 45 57 09 21 33 1821

0848 00 12 24 36 48 1836

1730

1740

1748

1803

1818

1833

1848

1742

1752

1800

1815

1830

1845

1900

1754

1804

1812

1827

1842

1857

1912

1806

1816

1824

1839

1854

1909

1924

1820

1829

1837

1850

1903

1916

1929

1835

1844

1852

1905

1918

1931

1944

1850

1859

1907

1920

1933

1946

1959

1910

1916

1923

1936

1949

2002

2015




Colwyn Bay Kwiks



Rhyl Bus Station

12 12 12 12

1940

Thenat

thesemins

10 40

pasteachhouruntil

2210

1946 16 46 2216

1953 23 53 2223

2006 36 06 2236

2019 49 19 2249

2032 02 32 2302

2045 15 45 2315

12

2240

2246

2253

2306

2319

2332

2345

12

2309

2314

2319

2329

2339

2349

2359

Rhyl Bus Station



Colwyn Bay Kwiks




12

0710

0725

0740

0755

0810

0818

0828

12

0740

0755

0810

0825

0840

0848

0858

12 12 12 12 12

0810

Thenat

thesemins

30 50 10

pasteachhouruntil

1650

0825 45 05 25 1705

0840 00 20 40 1720

0855 15 35 55 1735

0910 30 50 10 1750

0918 38 58 18 1758

0928 48 08 28 1808

12

1710

1725

1737

1751

1806

1813

1821

12

1730

1745

1757

1811

1826

1833

1841

12

1800

1813

1826

1839

1852

1858

1904

12 12 12 12

1830

Thenat

thesemins

00 30

pasteachhouruntil

2200

1843 13 43 2213

1856 26 56 2226

1909 39 09 2239

1922 52 22 2252

1928 58 28 2258

1934 04 34 2304

12

2230

2243

2256

2309

2322

2328

2334




Colwyn Bay Kwiks



Rhyl Bus Station

12

0830

0840

0848

0903

0918

0933

0948

12

0900

0910

0918

0933

0948

1003

1018

12

0930

0940

0948

1003

1018

1033

1048

12 12 12 12 12

1000

Thenat

thesemins

20 40 00

pasteachhouruntil

1740

1010 30 50 10 1750

1018 38 58 18 1758

1033 53 13 33 1813

1048 08 28 48 1828

1103 23 43 03 1843

1118 38 58 18 1858

12

1800

1810

1818

1831

1845

1858

1911

12

1820

1826

1833

1846

1859

1912

1925

12

1840

1846

1853

1906

1919

1932

1945

12

1855

1901

1908

1921

1934

1947

2000

12 12 12 12

1910

Thenat

thesemins

40 10

pasteachhouruntil

2240

1916 46 16 2246

1923 53 23 2253

1936 06 36 2306

1949 19 49 2319

2002 32 02 2332

2015 45 15 2345

12

2309

2314

2319

2329

2339

2349

2359

Sunday - towards Llandudno Penmorfa West Shore

Sunday - towards Rhyl Bus Station

of 2

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

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

APPENDIXC

DATE:CHK:DRN:AMENDMENTS:REV:

DRAWING TITLE:

PROJECT:

SHEET SIZE:REVISION:

DRAWN BY: CHECKED BY:

DRAWING NUMBER:

CLIENT:

Ibstock T: 01530 264 753

Birmingham T: 0121 2624 045

Milton Keynes T: 01908 440 042

Nottingham T: 0115 838 0990

Leeds T: 0113 468 1127

E: [email protected]

www.m-ec.co.uk

STATUS:

PRELIMINARY

SCALE:

DATE:

ORDNANCE SURVEY © CROWN COPYRIGHT 2015. ALL RIGHTS RESERVED.

LICENCE NUMBER 100055865.

Pr

in

te

d:19

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4.2

017

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Consulting Development Engineers

GORS ROAD

TOWYN

ACCESS DESIGN

HOLDEN

22862_08_020_01

-

A3

AS SHOWN

SW SP19.04.17

APPENDIXD

DATE:CHK:DRN:AMENDMENTS:REV:

DRAWING TITLE:

PROJECT:

SHEET SIZE:REVISION:

DRAWN BY: CHECKED BY:

DRAWING NUMBER:

CLIENT:

Ibstock T: 01530 264 753

Birmingham T: 0121 2624 045

Milton Keynes T: 01908 440 042

Nottingham T: 0115 838 0990

Leeds T: 0113 468 1127

E: [email protected]

www.m-ec.co.uk

STATUS:

PRELIMINARY

SCALE:

DATE:

ORDNANCE SURVEY © CROWN COPYRIGHT 2015. ALL RIGHTS RESERVED.

LICENCE NUMBER 100055865.

Pr

in

te

d:0

2.0

5.2

017

File

L

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GORS ROAD

TOWYN

VEHICLE TRACKING

HOLDEN

22862_08_020_02

-

A3

1:500

SW SP02.05.17

APPENDIX E

Abergele ATCProduced 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 07/04/2017Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave

1 9 20 10 10 9 12 6 9 112 10 5 4 3 3 5 5 4 53 8 6 3 2 3 1 2 2 44 6 3 0 3 1 2 0 1 25 4 5 3 1 2 1 2 2 36 13 6 2 3 2 1 3 2 47 21 15 8 7 8 4 3 6 98 29 37 23 30 37 24 35 30 319 48 52 72 66 74 50 82 69 6310 75 91 80 73 76 71 91 78 8011 115 223 89 86 96 102 92 93 11512 153 253 117 84 116 97 119 107 13413 175 287 121 103 104 114 161 121 15214 178 190 128 107 99 96 186 123 14115 166 153 142 103 97 121 186 130 13816 154 115 145 140 136 152 230 161 15317 156 98 156 143 145 147 286 175 16218 111 76 154 157 169 163 268 182 15719 85 74 82 160 89 117 227 135 11920 89 80 56 103 88 81 216 109 10221 60 43 54 68 50 73 145 78 7022 42 28 27 37 38 46 102 50 4623 20 17 23 36 27 34 49 34 2924 18 5 12 18 20 20 40 22 19

7-19 1445 1649 1309 1252 1238 1254 1963 1403 14446-22 1657 1815 1454 1467 1422 1458 2429 1646 16726-24 1695 1837 1489 1521 1469 1512 2518 1702 17200-24 1745 1882 1511 1543 1489 1534 2536 1723 1749

7-196-22

6-240-24

0

500

1000

1500

2000

2500

3000

01/04/201702/04/201703/04/201704/04/201705/04/201706/04/201707/04/2017

Num

ber o

f Veh

icle

s

Date

Vehicle Flow (Channel 1)

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


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 07/04/2017Hr 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


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


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 07/04/2017Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0-25 81 128 58 60 52 47 14726-40 1257 1424 1044 1021 988 1062 193241-55 385 306 388 441 431 404 440

56- 22 24 21 21 18 21 17

TOTAL 1745 1882 1511 1543 1489 1534 2536

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

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

Date

Speed Summary (MPH)

0-25 26-40 41-55 56-


Channel 1 - Northbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTALDay / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

01/04/20177-19 1338 106 1 14456-22 1532 124 1 16576-24 1568 126 1 16950-24 1606 138 1 1745

02/04/20177-19 1569 78 2 16496-22 1723 90 2 18156-24 1745 90 2 18370-24 1782 98 2 1882

03/04/20177-19 1178 130 1 13096-22 1315 138 1 14546-24 1348 140 1 14890-24 1369 141 1 1511

04/04/20177-19 1120 131 1 12526-22 1319 147 1 14676-24 1373 147 1 15210-24 1394 148 1 1543

05/04/20177-19 1114 123 1 12386-22 1289 132 1 14226-24 1331 137 1 14690-24 1351 137 1 1489

06/04/20177-19 1138 116 0 12546-22 1328 129 1 14586-24 1376 135 1 15120-24 1397 136 1 1534

07/04/20177-19 1792 169 2 19636-22 2234 193 2 24296-24 2315 201 2 25180-24 2330 204 2 2536

Average7-19 1321 122 1 14446-22 1534 136 1 16726-24 1579 139 1 17200-24 1604 143 1 1749

92%

8%

0%

Total Vehicle Class Distribution


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 07/04/2017Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave

1 9 13 5 7 9 4 3 6 72 12 5 5 3 7 4 3 4 63 7 6 0 4 0 3 3 2 34 5 6 1 3 3 2 0 2 35 1 3 12 5 8 4 7 7 66 14 10 30 26 35 23 23 27 237 18 17 50 45 46 43 48 46 388 31 28 106 97 103 84 84 95 769 56 61 113 95 113 104 96 104 9110 75 89 88 69 76 77 101 82 8211 87 167 120 99 91 97 112 104 11012 108 291 96 79 85 95 104 92 12313 94 334 115 79 84 73 110 92 12714 104 258 109 86 91 102 88 95 12015 112 248 82 86 108 82 102 92 11716 99 220 87 75 75 92 118 89 10917 120 211 79 78 89 91 113 90 11218 104 166 77 99 97 94 95 92 10519 69 120 70 163 66 73 86 92 9220 59 86 56 103 61 59 85 73 7321 40 61 36 48 33 47 59 45 4622 28 25 23 28 29 24 39 29 2823 23 18 11 20 12 23 26 18 1924 14 9 5 10 8 4 18 9 10

7-19 1059 2193 1142 1105 1078 1064 1209 1120 12646-22 1204 2382 1307 1329 1247 1237 1440 1312 14496-24 1241 2409 1323 1359 1267 1264 1484 1339 14780-24 1289 2452 1376 1407 1329 1304 1523 1388 1526

7-196-22

6-240-24

0

500

1000

1500

2000

2500

01/04/201702/04/201703/04/201704/04/201705/04/201706/04/201707/04/2017

Num

ber o

f Veh

icle

s

Date

Vehicle Flow (Channel 2)

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


Channel 2 - Southbound Average Speed Week 1


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


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


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 07/04/2017Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0-25 45 126 46 49 48 49 8026-40 873 1864 860 880 816 757 95741-55 340 440 443 440 434 462 452

56- 31 22 27 38 31 36 34

TOTAL 1289 2452 1376 1407 1329 1304 1523

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

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

Date

Speed Summary (MPH)

0-25 26-40 41-55 56-


Channel 2 - Southbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTALDay / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

01/04/20177-19 940 119 0 10596-22 1070 134 0 12046-24 1101 140 0 12410-24 1146 143 0 1289

02/04/20177-19 2036 156 1 21936-22 2210 171 1 23826-24 2234 174 1 24090-24 2271 180 1 2452

03/04/20177-19 993 148 1 11426-22 1138 168 1 13076-24 1153 169 1 13230-24 1197 178 1 1376

04/04/20177-19 978 127 0 11056-22 1176 153 0 13296-24 1205 154 0 13590-24 1250 157 0 1407

05/04/20177-19 961 116 1 10786-22 1110 136 1 12476-24 1128 138 1 12670-24 1185 143 1 1329

06/04/20177-19 955 108 1 10646-22 1110 126 1 12376-24 1134 129 1 12640-24 1171 132 1 1304

07/04/20177-19 1062 146 1 12096-22 1274 165 1 14406-24 1314 169 1 14840-24 1348 174 1 1523

Average7-19 1132 131 1 12646-22 1298 150 1 14496-24 1324 153 1 14780-24 1367 158 1 1526

90%

10%

0%

Total Vehicle Class Distribution

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proposed land use change, gors farm, gors road … · 2017-05-03 · transport statement – gors...

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