Cleasby Way, Eaglescliffe
Phase 2 Office Development
Transport Statement
June 2021 (Planning Issue)Prepared on behalf of
This document has been prepared for the exclusive use of the Client and unless otherwise agreed in writing by them or by Optima Highways and Transportation Ltd, no other party may use, make use of or rely on the contents of this document. This document cannot be assigned or transferred to any third party without the express written agreement of both Optima Highways
Cleasby Way, Eaglescliffe - Transport Statement Project No: 18137-P3
File reference O:\Cleasby Way, Eaglescliffe\TEXT\REPORTS\210629 Cleasby Way Eaglescliffe Phase 2_TS.docx
Issue/revision Initial Issue Revision 1 Revision 2 Revision 3
Remarks Draft for Comment Planning Issue
Date 20th May 2021 29th June 2021
Prepared by E A Green E A Green
Signature
Checked by T Pridmore T Pridmore
Signature
Authorised by E A Green E A Green
Signature
1. Introduction ... 1
2. Existing Site Conditions ... 3
3. Proposed Development ... 7
4. Site Accessibility ... 10
5. Summary and Conclusions ... 13
IMAGES Image 1.1 Site Location ... 1
Image 2.1 Cleasby Way looking to the West ... 3
Image 2.2 Extract from the Stockton South Cycle Map ... 4
Image 2.3 Extract from the Crashmap Website ... 6
Image 4.1 Pedestrian Accessibility ... 10
Image 4.2 Cycle Accessibility ... 11
TABLES Table 2.1 Bus Service Summary – Durham Lane ... 5
Table 3.1 Average Trip Rates and Resultant Traffic Generation ... 8
Table 3.2 Assignment of Weekday Trips and Maximum Peak Hour Two-way Flow ... 9
Table 4.1 Accessibility by Foot ... 10
FIGURES
Figure 1 Site Location Plan – Local Figure 2 Site Location Plan – Strategic Figure 3 Pedestrian Accessibility Figure 4 Cycle Accessibility
APPENDICES
Appendix A Proposed Site Plan Appendix B TRICS Data
1.1 INTRODUCTION
1.1.1 Optima Highways and Transportation Consultancy Limited (Optima) has been appointed by Returnable Packaging Services Ltd (RPS Ltd) to produce a Transport Statement (TS) to accompany a full planning application for Phase 2 of a commercial development off Cleasby Way in Eaglescliffe. Eaglescliffe lies within the administrative area of Stockton-on-Tees Borough Council which, as a unitary authority, is responsible for both planning and highways matters.
1.1.2 The Site is within the established Durham Lane Industrial Estate as shown on Figure 1, an extract of which is provided in Image 1.1. The Phase 2 site is shown edged in red with the Phase 1 site edged in blue.
Image 1.1 Site Location
1.2 BACKGROUND AND PLANNING HISTORY
1.2.1 As identified, this TS has been prepared in relation to Phase 2 of a commercial development off Cleasby Way in Eaglescliffe. Phase 1 of the development, the erection of warehouse and recycling facilities with ancillary office accommodation, associated means of access and 2.4m high means of enclosure, was granted planning permission on 15th February 2019 (Ref: 18/2431/FUL).
1.2.2 Highways England (HE) was consulted on the planning application for Phase 1 and, whilst no objection was raised, HE noted that there was to be a second phase of development which would require consideration in due course. HE stated that its primary concern is the impact in terms of safety and operation of the Strategic Road Network (SRN), and in this location that is the impact on A66 Elton Interchange.
1.2.3 An earlier outline planning application for Phase 2 (Ref: 20/1914/OUT) has been withdrawn to be replaced with this full application.
1.3 SCHEME PROPOSALS AND SCOPE OF REPORT
1.3.1 The scheme proposals are for 1,866 sq. m (20,100 sq ft) gross floor area (gfa) of office space with associated car parking, open space and landscaping.
1.3.2 The report has been prepared in accordance with the Department for Communities and Local Government (DCLG) ‘National Planning Practice Guidance’ published in 2014 which supersedes the Department for Transport (DfT) and DCLG’s ‘Guidance on Transport Assessment’ (GTA) document. Cognisance has also been taken of the prevailing National Planning Policy Framework (NPPF) as well as the emerging Wakefield District Local Plan 2036. Paragraph 109 of NPPF, February 2019 states that:
“Development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”
1.3.3 This report sets out the transport impacts relating to the development proposals and considers the sustainability and accessibility of the Site, reviewing the provision and quality of facilities and connections to and from the surrounding areas. The document structure is as follows:
• Section 2 – describes the Site, its surroundings and existing transport conditions including access by all modes of transport;
• Section 3 – sets out the development proposals including means of access and provides information on the likely trip generation and distribution and, in particular, the likely impact on A66 Elton Interchange;
• Section 4 - describes the accessibility of the Site by non-car modes including accessibility to local facilities / services; and
2.1 INTRODUCTION
2.1.1 This chapter describes the Site and considers the existing conditions on the surrounding highway network for a range of transport modes including public transport provision. The section also includes a review of recent personal injury collision data.
2.2 EXISTING SITE
2.2.1 The Site is situated on currently undeveloped land to the south of Cleasby Way, Eaglescliffe, to the east and north of the existing Durham Lane Industrial Estate. The Site is generally rectangular in shape and is bound to the west by the Phase 1 development, to the north partly by Cleasby Way and partly by open land and to the east and south by further open land.
2.2.2 In the wider context, the Site is situated to the west of Eaglescliffe Village Centre and lies some 5-6km to the south west of Stockton-on-Tees. The location of the Site in relation to the wider surroundings is shown in Figure 2.
2.3 EXISTING LOCAL HIGHWAY NETWORK
2.3.1 Cleasby Way is an unadopted, private road that serves multiple commercial and industrial properties within the Durham Lane Industrial Estate via a network of estate roads leading from it via Sowerby Way. Cleasby Way runs in a west to east direction from a ghost island right turn holding lane priority junction with the Durham Lane to the Site at the east.
2.3.2 Cleasby Way has been engineered to provide access for commercial and industrial units and therefore has a carriageway of circa 10m in width with 2m wide footways on both sides. Street lighting is present along Cleasby Way and it is subject to a 20mph speed limit along with the other roads within the Durham Lane Industrial Estate. There are currently no traffic regulation orders preventing parking, waiting or loading in the immediate vicinity of the Site.
2.3.3 Image 2.1 shows a section of Cleasby Way looking to the west away from the Site.
2.3.4 Durham Lane is one of the main routes in the area and, to the north, forms an important connection with the A66 at the Elton Interchange. To the south, Durham Lane meets A67 at a four arm roundabout that also provides access into a large Tesco food store.
2.3.5 A66 is part of the Strategic Road Network (SRN) and leads in a generally east to west direction from Middlesbrough to Darlington. Some 7km to the east of the Elton Interchange, A66 interchanges with A19, a key north south routh through Teesside and beyond. A67 also
interchanges with A19 to the south of the Site.
2.4 EXISTING PEDESTRIAN / CYCLE FACILITIES
2.4.1 There are existing footways within the Durham Lane Industrial Estate linking the Site to the nearest bus stops and the nearest railway station, Allens West.
2.4.2 The Stockton South Cycle Map, available on-line, shows walking and cycling routes in the district and an extract is provided in Image 2.2. Advisory cycle routes are shown in yellow with traffic-free cycle paths in green and signed cycle routes in blue. Public footpaths are shown with a purple dashed line.
Image 2.2 Extract from the Stockton South Cycle Map
Source: www.stockton.gov.uk/ 2.5 EXISTING PUBLIC TRANSPORT SERVICES / FACILITIES Bus
2.5.1 The nearest bus stops to the Site are located on Durham Lane, 1.2km from the centre of the Site. The stops are provided with a shelter, seating, flag and timetable information.
Table 2.1 Bus Service Summary – Durham Lane
Service Route Days of
Operation Approx. Frequency in each direction Time of operation 7A Stockton - Eaglescliffe - Yarm Mon-Fri Hourly 18:25 – 23:25 Sat Hourly 18:25 – 23:25 Sun Hourly 09:25 – 19:25 17/X17 Middlesbrough - Thornaby - Ingleby Barwick - Yarm - Eaglescliffe Mon-Fri Hourly 06:52 – 17:25 Sat Hourly 07:20 – 17:15 Sun - -
2.5.3 As can be seen from Table 2.1, the existing bus services provide journeys to and from the main areas of population within the Teesside area. These include many residential areas, where it is likely the staff for the development will live, thereby making bus travel a realistic modal choice.
Rail
2.5.4 The nearest rail stations to the site are Allens West, which is 1.3km from the centre of the Site and Eaglescliffe, which is 1.5km from the Site.
2.5.5 Allens West is on the line from Darlington to Middlesbrough. These services extend to Bishop Auckland to the west and Saltburn to the east and also offer a link to Redcar. There are two trains per hour in each direction.
2.5.6 Allens West has storage for 8 cycles which is protected by CCTV. Four of the spaces are stands and four are in lockers. The stands are free of charge and the lockers are for hire from Stockton-on-Tees Borough Council.
2.5.7 Eaglescliffe enjoys the same level of service as Allens West as they are on the same line. There is, however, an additional Grand Central service to Sunderland and York and London Kings Cross that runs five times per day in each direction. Eaglescliffe also has storage for 8 cycles in a mix of stands and lockers for hire, again covered by CCTV. There is a car park which is subject to a daily, weekly, monthly or annual charge.
2.5.8 Using the bus services in Table 2.1 allows access to further rail services. Yarm offers
Transpennine Express services to York, Leeds and Manchester, including the Airport. Middlesbrough offers the same services as Yarm and Allens West with additional services to Whitby, Hartlepool, Sunderland and Newcastle.
2.6 PERSONAL INJURY COLLISION DATA
2.6.1 A review of the Crashmap website has been undertaken to provide a high level review of any collision clusters within the study area. The chosen study area includes Durham Lane between and including its junctions with A67 to the south and A66 to the north (Elton Interchange).
2.6.2 Crashmap uses validated Department for Transport data for collisions where a Personal Injury Collision (PIC) has occurred (where Police attended or were subsequently informed). Data outlined below is from the most recently available five year period covering 2015 to 2019 (some provisional 2020 data is available on Crashmap but this has yet to be verified).
towards A66 there have been three PICs on Durham Lane, one of which was classified as slight in severity and the remaining two as serious.
2.6.4 At Elton Interchange, including on the slip roads, there has been a total of four PICs, two of which have been classified as slight in severity and the remaining two as severe. The PIC locations at Elton Interchange are illustrated in Image 2.3.
2.6.5 There have been no collisions resulting in fatal injury within the study area.
Image 2.3 Extract from the Crashmap Website
Source: www.crashmap.co.uk/Search
2.6.6 There have been no significant clusters of collisions within the study area and the high level assessment of the collision data has shown no common cause.
3.1 DEVELOPMENT PROPOSALS
3.1.1 The scheme proposals are shown on Apto Design Ltd’s drawing no 191001.01 Rev B: Site and Location Plan, a copy of which is contained at Appendix A. The area of the Site is 5,550 sq. m (1.37 acres). The Site Plan provides the following details of the development:
• 2 no. Office Units each of 933 sq. m/10,000 sq. ft gross floor area (gfa); • Landscaping; and
• Break Out Space with adjacent cycle parking.
3.2 ACCESS ARRANGEMENTS
3.2.1 Stockton-on-Tees Borough Council has plans to extend Cleasby Way to the east and Wass Way to the north and Cleasby Way will meet Wass Way at a simple priority junction at the north west corner of the Site.
3.2.2 Access to the Site will from the eastern side of the development via a new access on to Wass Way. Visibility splays of 4.5m x 70m can be achieved in both directions. Construction access will be from Cleasby Way, via an existing junction bell mouth. This access has 12m kerb radii and a 7.3m width carriageway, which has been vehicle tracked with the maximum vehicle length HGV to ensure operational efficiency. Visibility splays of 4.5m x 70m can be achieved on both directions from this access also.
3.2.3 Pedestrian access will be provided via the footway from Wass Way which will be extended into the Site via the existing vehicular access. Connections to the buildings will be provided via internal walkways.
3.3 INTERNAL LAYOUT AND SERVICING
3.3.1 Servicing of the development will take place within the car park and service and refuse collection vehicles will be able to enter and leave the Site in forward gear as a circulatory route within the main car parking area will be provided.
3.4 PARKING
3.4.1 Stockton-on-Tees Borough Council has produced Supplementary Planning Document 3: Parking Provision for Developments’. For B1/A2 Use Classes in all areas of the borough apart from Stockton Town Centre the SPD recommends:
• 1 non-operational parking space per 35m2 gross floor area;
• Provision for the parking of 1 cycle per 100m2 gross floor area; and
• Disabled parking provision 5 to 10% of total number of spaces. 3.4.2 The development will provide:
• 60 car parking spaces per unit including 6 spaces for disabled use (10%); • 6 electric vehicle charging points (EVCPs);
• 6 of the car parking spaces will be reserved for car sharers; and • 18 covered and secured cycle parking spaces.
3.4.3 The level of car and cycle parking provision proposed is therefore in line with the
recommendations of the SPD and will ensure that all parking associated with the development will be kept within the curtilage of the Site, whilst also encouraging the use of more sustainable forms of transport.
3.5 TRAFFIC GENERATION AND DISTRIBUTION Traffic Generation
3.5.1 In order to obtain a suitable vehicular trip rate for the proposed development, the TRICS 7.8.1 on-line database has been interrogated using the following parameters:
• Land use: 02 – Employment, Category: A – Office; • Calculation options: Vehicular trip rates selected; • Gross floor area: 178 to 3500 sq. m;
• Date range: 01/01/13 to 09/11/20; • Survey days: Monday – Friday; and • Location type: Edge of Town.
3.5.2 The full TRICS output is contained at Appendix B, with the average weekday AM and PM peak hour trip rates and resultant generated traffic for 1,866 sq. m gfa shown tabulated below in Table 3.1.
Table 3.1 Average Trip Rates and Resultant Traffic Generation
Time Period Vehicular Trip Rates (per 100 sq. m) Traffic Generation (1,866 sq. m) Arrivals Departures Total Arrivals Departures Total
AM Peak 08:00-09:00 1.448 0.145 1.593 27 3 30
PM Peak 17:00-18:00 0.075 1.330 1.405 1 26 27
Traffic Distribution and Materiality Assessment
3.5.3 The previous national ‘Guidance on Transport Assessment’, March 2007, (now withdrawn) suggested that a development traffic generation of 30 two-way trips represented an appropriate threshold figure above which further assessment may be required but below which the impact could be considered as non-material. Whilst the Government’s current NPPG does not specifically refer to 30 trips, this remains a threshold which is generally applied within the industry including by local authorities and Highways England.
3.5.4 Having established the weekday AM and PM peak hour vehicular trip generation for the proposed development, as shown in Table 3.1, a distribution exercise has been completed to predict the assignment of these trips on to the local highway network.
3.5.6 From this dataset, it is then possible to assign the vehicular trips on to the local highway network and the results of the percentage assignment by route is contained within Table 3.2 along with the resultant peak hour two way flow on the route.
Table 3.2 Assignment of Weekday Trips and Maximum Peak Hour Two-way Flow
Route Percentage Assignment
Maximum Two-way Flow AM Peak Hour PM Peak Hour
Cleasby Way 100 30 27
Durham Road(N) – south of Elton Interchange
57.2 17 15
A66(E) 36.7 11 10
A66(W) 4.6 1 1
Darlington Road - north of Elton Interchange
15.9 5 4
Durham Lane(S) 42.7 13 12
3.5.7 Therefore, it can be seen from the maximum peak hour two-way flows in Table 3.2 that there will not be a material impact on any part of the local highway network. Even at the Elton
4.1 ACCESSIBILITY ON FOOT
4.1.1 It is generally considered that an acceptable maximum walking distance from home to a place of work is 2km. The Chartered Institution of Highways and Transportation (CIHT) document ‘Guidelines for Providing for Journeys on Foot’ recommends various thresholds for desired, acceptable and preferred maximum distances to various services as shown in Table 4.1.
Table 4.1 Accessibility by Foot
Town Centres (m) School/Work (m) Elsewhere (m) Desirable 200 500 400
Acceptable 400 1,000 800
Preferred Maximum 800 2,000 1,200 Source – Table 3.2 ‘Guidelines for Providing for Journeys on Foot’ published by CIHT
4.1.2 Using GIS Network Analyst software, typical walk times (up to 25 mins equating to 2km) have been plotted from the centre of the proposed development which are shown on Figure 3. An extract of Figure 3 is provided as Image 4.1.
Image 4.1 Pedestrian Accessibility
4.1.3 The following key facilities can be accessed on foot:
• The local bus stops at Allens West are 15 minutes’ walk from the Site;
• The stations at Allens West and Eaglescliffe can be walked to well within 20 minutes; and
4.1.4 When Wass Way is extended to meet Cleasby Way, a more direct pedestrian route to Eaglescliffe Station will be provided as well as to the residential areas on the eastern side of the railway line and the bus stops on A135 Yarm Road.
4.2 ACCESSIBILITY BY CYCLE
4.2.1 An acceptable and comfortable distance for general cycling trips is considered to be up to 5 kilometres as referred to in DfT’s Local Transport Note 2/08. However, the same guidance also refers to commuting cycle trips of up to 8km. Whilst, in terms of design guidance for cycle facilities, this LTN has now been superseded by LTN 1/20, there is no reason to suggest that the accepted cycle distances have changed.
4.2.2 Figure 4 illustrates an 8km (30 minute) cycle distance produced using Network Analyst software. An extract of Figure 4 is shown on Image 4.2.
Image 4.2 Cycle Accessibility
4.2.3 From the Site, an 8km catchment area encompasses an area that can be defined by Stockton to the north, Thornaby and Ingleby Barwick to the east, Yarm to the west and Durham Tees Valley Airport to the west.
4.3 PUBLIC TRANSPORT Bus
4.3.1 The centre of the Site is located some 1200m (which equates to an approximate 15 minute walk time) of the bus stops on Durham Lane at Allens West. When Wass Way is extended to meet Cleasby Way, a more direct pedestrian route to the alternative bus stops on A135 Yarm Road will be provided with these being within a 600m walking distance.
4.3.2 Services from the existing bus stops provide journeys to multiple residential areas where employees and visitors may reside making this a realistic travel option for journeys to and from the Site.
Rail
4.3.3 Allens West and Eaglescliffe Stations are both within a reasonable walking distance of the Site and within an easy cycle ride. Rail services from these stations open up a wider catchment area for employees and an additional opportunity to use public transport for work-based and business trips.
5.1 SUMMARY
5.1.1 This Transport Statement has been prepared by Optima to support a full planning application for Phase 2 of the development of land to the south of Cleasby Way, which is located on the Durham Lane Industrial Estate, Eaglescliffe. Phase 2 of the development will provide office accommodation with access being taken from a planned extension of Wass Way to meet Cleasby Way.
5.1.2 This report has provided a commentary on the Site and its present conditions. It has demonstrated that the Site is in a relatively sustainable location with public transport and pedestrian links. This provision provides future staff members and visitors with opportunities to travel via alternatives modes of transport and minimise trips by the private car.
5.1.3 A review of personal injury collision data has been undertaken for the local study area and this has shown that there are no specific road safety concerns.
5.1.4 The parking provision is in accordance with that expected by Stockton-on-Tees Borough Council and will ensure that all parking is kept within the curtilage of the Site with no impact on surrounding highways.
5.1.5 The level of traffic generated by the development is modest and will not result in a material impact on the local highway network including at the Elton Interchange on A66 which is part of the SRN. The levels of traffic predicted to be generated by the proposed office development will be indiscernible over and above the usual daily fluctuations in flow on the local highway network.
5.2 CONCLUSIONS
5.2.1 This Transport Statement has demonstrated that there will be no unacceptable impact on
highway safety and no severe impact on the highway network. The proposal will therefore accord with NPPF which states that “Development should only be prevented or refused on highways
grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”
5.2.2 It is therefore concluded that there are no highway or transport related issues that would prevent the proposed Phase 2 office development on this Site from being granted planning permission.
Eaglescliffe
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(Walk Speed 4.8 kph) 0-5 Minutes 5-10 Minutes 10-15 Minutes 15-20 Minutes 20-25 Minutes* Suite 1, 3rd Floor*25 Mins (2km) = IHT Standard in 'Providing for Journeys on Foot'
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SCALE 1:500
0 -10m 10m 30m 50mSite Boundary
S1 24.354 S2 24.080 S3 23.983 S4 24.176 S5 24.603 S6 24.410 S7 24.593 PHASE 1 PHASE 2C L E A S B Y W A Y
S O W E R B Y W A Y
13,740m (3.4 Acres) 5,550m (1.37 Acres)Returnable Packaging Services Ltd
2 2 UNIT 1 UNIT 2 5m Boundary Condition Sculpture NEW ACCESS TEMPORARY ACCESS PAVILION A3
W A S S W A Y
Drain Tank RH 2b El Sub Sta CLEASBY WAY Drain FB Tanks Drain Def ESS Hopper Tank 3 1 LB SOWERBY WAY Eaglescliffe RH Def 1b 1a Def LB Tank Tanks Tank RH 2a GUISELEY WAY Chimney RH RH 4 Tanks 12 CLEASBY WAYSITE LOCATION PLAN
SCALE 1:2500
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SCHEDULE OF OFFICE ACCOMMODATION UNIT 1
933m2 / 10,050sqft 30 Parking Spaces
UNIT 2
933m2 / 10,050sqft 30 Parking Spaces
Calculation Reference: AUDIT-750701-210520-0542
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT Category : A - OFFICE
TOTAL VEHICLES
Selected regions and areas:
03 SOUTH WEST
WL WILTSHIRE 1 days
04 EAST ANGLIA
NF NORFOLK 1 days
SF SUFFOLK 1 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
WY WEST YORKSHIRE 1 days
14 LEINSTER
LU LOUTH 1 days
16 ULSTER (REPUBLIC OF IRELAND)
MG MONAGHAN 1 days
17 ULSTER (NORTHERN IRELAND)
AN ANTRIM 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Primary Filtering selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.
Parameter: Gross floor area
Actual Range: 500 to 3205 (units: sqm) Range Selected by User: 178 to 3500 (units: sqm)
Parking Spaces Range: All Surveys Included
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/13 to 09/11/20
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.
Selected survey days:
Monday 1 days
Tuesday 3 days
Wednesday 2 days
Thursday 1 days
This data displays the number of selected surveys by day of the week. Selected survey types:
Manual count 7 days
Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.
Selected Locations:
Edge of Town 7
This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.
Selected Location Sub Categories:
Industrial Zone 1
Commercial Zone 2
Development Zone 1
Residential Zone 1
Use Class:
Not Known 7 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.
Filter by Site Operations Breakdown:
All Surveys Included
Population within 500m Range:
All Surveys Included
Population within 1 mile:
1,000 or Less 1 days
1,001 to 5,000 1 days
5,001 to 10,000 1 days
10,001 to 15,000 3 days
15,001 to 20,000 1 days
This data displays the number of selected surveys within stated 1-mile radii of population. Population within 5 miles:
5,001 to 25,000 1 days
25,001 to 50,000 2 days
125,001 to 250,000 3 days
250,001 to 500,000 1 days
This data displays the number of selected surveys within stated 5-mile radii of population. Car ownership within 5 miles:
0.5 or Less 1 days
0.6 to 1.0 3 days
1.1 to 1.5 3 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.
Travel Plan:
No 7 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.
PTAL Rating:
No PTAL Present 7 days
This data displays the number of selected surveys with PTAL Ratings.
Covid-19 Restrictions Yes At least one survey within the selected data set
LIST OF SITES relevant to selection parameters
1 AN-02-A-06 SPORTS ADMINISTRATION ANTRIM
UPPER MALONE ROAD BELFAST
Edge of Town Residential Zone
Total Gross floor area: 2 2 1 7 sqm
Survey date: TUESDAY 20/11/18 Survey Type: MANUAL
2 LU-02-A-01 BETTING HEADQUARTERS LOUTH
INNER RELIEF ROAD DUNDALK
Edge of Town Commercial Zone
Total Gross floor area: 2 0 5 2 sqm
Survey date: MONDAY 09/11/20 Survey Type: MANUAL
3 MG-02-A-02 OFFICES MONAGHAN
ARMAGH ROAD MONAGHAN
Edge of Town Out of Town
Total Gross floor area: 3 2 0 5 sqm
Survey date: WEDNESDAY 16/11/16 Survey Type: MANUAL
4 NF-02-A-04 BUILDING CONSULTANT NORFOLK
WHITING ROAD NORWICH
Edge of Town Commercial Zone
Total Gross floor area: 5 0 0 sqm
Survey date: WEDNESDAY 13/11/19 Survey Type: MANUAL
5 SF-02-A-03 OFFICES SUFFOLK
WHITE HOUSE ROAD IPSWICH
Edge of Town Industrial Zone
Total Gross floor area: 2 8 0 0 sqm
Survey date: THURSDAY 24/09/20 Survey Type: MANUAL
6 WL-02-A-01 PET INSURANCE COMPANY WILTSHIRE
THE CRESCENT AMESBURY SUNRISE WAY Edge of Town Development Zone
Total Gross floor area: 2 5 0 0 sqm
Survey date: TUESDAY 18/09/18 Survey Type: MANUAL
7 WY-02-A-05 OFFICES WEST YORKSHIRE
PIONEER WAY CASTLEFORD WHITWOOD Edge of Town No Sub Category
Total Gross floor area: 1 2 3 0 sqm
Survey date: TUESDAY 23/05/17 Survey Type: MANUAL
TOTAL VEHICLES
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 00:30 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 05:30 - 06:00 06:00 - 06:30 06:30 - 07:00 7 2072 0.110 7 2072 0.021 7 2072 0.131 07:00 - 07:30 7 2072 0.303 7 2072 0.076 7 2072 0.379 07:30 - 08:00 7 2072 0.717 7 2072 0.055 7 2072 0.772 08:00 - 08:30 7 2072 0.731 7 2072 0.090 7 2072 0.821 08:30 - 09:00 7 2072 1.048 7 2072 0.097 7 2072 1.145 09:00 - 09:30 7 2072 0.359 7 2072 0.103 7 2072 0.462 09:30 - 10:00 7 2072 0.241 7 2072 0.131 7 2072 0.372 10:00 - 10:30 7 2072 0.131 7 2072 0.062 7 2072 0.193 10:30 - 11:00 7 2072 0.097 7 2072 0.083 7 2072 0.180 11:00 - 11:30 7 2072 0.069 7 2072 0.152 7 2072 0.221 11:30 - 12:00 7 2072 0.090 7 2072 0.234 7 2072 0.324 12:00 - 12:30 7 2072 0.186 7 2072 0.372 7 2072 0.558 12:30 - 13:00 7 2072 0.221 7 2072 0.317 7 2072 0.538 13:00 - 13:30 7 2072 0.448 7 2072 0.186 7 2072 0.634 13:30 - 14:00 7 2072 0.200 7 2072 0.124 7 2072 0.324 14:00 - 14:30 7 2072 0.186 7 2072 0.110 7 2072 0.296 14:30 - 15:00 7 2072 0.138 7 2072 0.193 7 2072 0.331 15:00 - 15:30 7 2072 0.083 7 2072 0.276 7 2072 0.359 15:30 - 16:00 7 2072 0.138 7 2072 0.538 7 2072 0.676 16:00 - 16:30 7 2072 0.103 7 2072 0.662 7 2072 0.765 16:30 - 17:00 7 2072 0.034 7 2072 0.889 7 2072 0.923 17:00 - 17:30 7 2072 0.041 7 2072 0.441 7 2072 0.482 17:30 - 18:00 6 2212 0.038 6 2212 0.392 6 2212 0.430 18:00 - 18:30 6 2212 0.045 6 2212 0.105 6 2212 0.150 18:30 - 19:00 19:00 - 19:30 19:30 - 20:00 20:00 - 20:30 20:30 - 21:00 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 5.757 5.709 1 1.466
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.
The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]
Parameter summary
Trip rate parameter range selected: 500 - 3205 (units: sqm)
Survey date date range: 01/01/13 - 09/11/20
Number of weekdays (Monday-Friday): 7
Number of Saturdays: 0
Number of Sundays: 0
Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0
