the william knibb centre montagu street kettering … · 2017. 2. 14. · telephone: 01933 440024...

Transport Statement

BCALCONSULTING. Orient House, Church Way, Wellingborough, Northamptonshire, NN8 4HJ Telephone: 01933 440024 Fax: 01933 440041 E-mail: [email protected] Web: www.bcal.co.uk

The William Knibb Centre Montagu Street

Kettering Northamptonshire

NN16 8AE

For

Northamptonshire County Council

Report Reference: 5465R001A TS

Date: June 2016

5465R001A Transport Statement The William Knibb Centre, Kettering June 2016

O:\projects\5400\5465\Technical\Reports\5465R001 TS\5465R001A TS.docx 1

REVISION RECORD Report Ref: 5465R001 TS Rev Description Date Originator Checked

- Draft April 2016 JW BK - First Issue June 2016 JW BK Rev A July 2016 RL

Note. Revisions to text are marked by a vertical line in the right hand column of the revised paragraph.

Disclaimers This report has been prepared for the sole use of the named client and, consequently, is confidential to the client and his professional advisors. The Contracts (Rights of Third Parties) Act 1999 does not apply, nothing in this report confers or purports to confer on any third party any benefit or right. No responsibility whatsoever is accepted to any other person than the named client and, consequently, the contents of this report should not be relied upon by third parties for the whole or any part of its contents. This report is made on behalf of BCAL, no individual is personally liable, and by receiving this report and acting upon it, the client - or any third party relying on it - accepts that no individual is personally liable in contract, tort, or breach of statutory duty (including negligence).



Contents Page Page No.

5465R001A TS Contents Page 2 Appendices 3 1.0 Introduction 4 2.0 Site Description and Proposed Redevelopment 5 3.0 Surrounding Highway Infrastructure 7 4.0 Sustainable Forms of Transport 8 5.0 Parking 10 6.0 Vehicle Trips 12 7.0 Highway Access 13 8.0 Recorded Accident Data 16 9.0 Conclusions 17



Appendices Appendix A Location Plan

BCAL Drg No. 5465-01 18

Appendix B Measured Building Survey – Ground Floor Plan

Global Surveys, Drawing 15382-MBS-1 Topographical Survey Global Surveys, Drawing 15382-TOPO

20

Appendix C Proposed GA Floor Plans

SO-Architects, Project No.NCC002, Dwg 305 Rev A GA Site Plan SO-Architects, Project No. NCC002, Dwg 301 Rev C

24

Appendix D Sustainable Transport Facilities

BCAL Drg No. 5465-02 28

Appendix E Kettering Cycle Map and Bus Routes 30 Appendix F East Midlands Trains – Route Map 34 Appendix G TRICS Results 36 Appendix H ATC Site Locations and Summary of Results 69 Appendix I Recorded Accident Data 75



1.0 Introduction 1.1 This report comprises a Transport Statement in support of a planning application for the

proposed renovation of the William Knibb Centre located at Montagu Street in Kettering. The William Knibb Centre is a Northamptonshire County Council (NCC) owned building which currently has multiple users, including office space for NCC staff. The Council proposes to modernise the way employees work through a ‘Next Generation Working Project’ as well as a ‘Mobile Working Project’ by removing the need for fixed equipment on desks.

1.2 The objective of this report is to provide the Local Planning Authority (LPA) and Local

Highway Authority (LHA) with sufficient information to consider the highways issues of the proposed development. This report will be written generally in accordance with Paragraph 15 of the ‘Travel plans, transport assessments and statements in decision-taking’ section of the Planning Practice Guidance website (PPG, Para 15).

1.3 National Planning Policy / Guidance 1.3.1 Paragraph 32 of the National Planning Policy Framework (NPPF, Para 32), states that

all developments generating a significant amount of movement should be supported by a Transport Assessment. See Section 6.0 for further details regarding vehicle trip generation.

1.3.2 Paragraph 13 to the ‘Travel plans, transport assessments and statements in decision-

taking’ section of the Planning Practice Guidance website (PPG, Para 13), states that Local Planning Authorities must make a case by case judgement as to whether a proposed development would generate significant amounts of movement.

1.3.3 In accordance with the indicative thresholds for Transport Assessments contained in

Appendix B of the former DfT publication, ‘Guidance on Transport Assessment’ (GTA), there is no requirement to provide an assessment for land use – ‘B1 – Offices and D1(C)(III) – Training and conference centres’, where the GFA is below 1,500 m2 and 500 m2 respectively. However, the applicant has decided to provide this report based on a Transport Statement.



2.0 Site Description and Proposed Redevelopment 2.1 Existing Site Description 2.1.1 The existing site occupies approximately 0.53 ha of land between Montagu Street and

Alfred Street in Kettering, Northamptonshire. The site has a central Grid Reference SP 87085 78919 and is shown on the location plan enclosed in Appendix A.

2.1.2 The William Knibb Centre consists of a former school building built in 1892 and a later

1960’s three storey extension. Also attached to the site is the Children's SureStart Centre, which shares and has a dedicated allocation of the main car park. The adjacent Kingdom Hall shares the smaller car park with the William Knibb Centre. The layout of the site is shown on the topographical survey plan enclosed in Appendix B.

2.1.3 The site is accessible to pedestrians via Montagu Street. To the rear, Alfred Street

provides both pedestrian and vehicular access to the two separate car parks serving the site. The larger, eastern car park is approximately 1,350 m2 (not including the allocation for SureStart) and does not have marked bays. The existing ground surfacing is generally poor, comprising a mixture of tarmac and loose gravel. The smaller car park to the west of the site is approximately 675 m2, accommodating approximately 20 spaces including 1 marked disabled space.

2.1.4 The William Knibb Centre is an NCC owned building which currently has multiple users,

including NCC office space for some 72 staff, (52 full-time equivalent FTE). 2.1.5 The total existing GIFA of the entire William Knibb Centre complex is 3,043 m2, of this

the current area of NCC offices and Child Protection Centre which are the subject of this application are – NCC Offices GFA – 1,300 m2 and Child Protection Centre – 230 m2. The internal arrangement of the building is shown on the measured building plan enclosed in Appendix B.



2.2 Proposed Site Description 2.2.1 It is proposed to renovate the NCC Offices within the William Knibb Centre and

update/refurbish the associated car parks. 2.2.2 The Council is modernising the way people work through a “Next Generation Working

Project” closely aligned to a “Mobile Working Project” that is equipping staff with latest mobile devices to work out in the field, and introducing enabling technologies in the work space including Wi-Fi and video conferencing, removing the need for fixed equipment on desks.

2.2.3 It is proposed to provide 142 flexible working spaces and 73 bookable meeting spaces,

as well as accommodate the requirements for the child protection conferencing facilities. 2.2.4 Due to the ambiguous nature of the existing planning use class of the building, it was

requested that any application should formalise the change; the development proposal is therefore for B1 Office and D1 Training/Conference uses. The revised internal layout for the proposed redeveloped building is shown on the floor plans enclosed in Appendix C.

2.2.5 As an integral part of the proposals there is a requirement to provide suitable self‐

contained accommodation for Child Protection Conferences which also requires its own secure separate access to the building.

2.2.6 The existing highway access to the eastern car park will be improved to allow

incorporation of access control in future and improve pedestrian and vehicle intervisibility.

2.2.7 The existing splayed wall section will be removed and the access widened to facilitate

two-way entry and exit system. Ducts / infrastructure will be installed for automated access barrier system, to be installed in the future. Pedestrian access to be provided to either side of the barrier.

2.2.8 The extent of the site layout for the proposed redevelopment is shown on the external

layout plan enclosed in Appendix C.



3.0 Surrounding Highway Infrastructure 3.1 The surrounding highway infrastructure for the site is shown on the plan enclosed in

Appendix D. 3.2 The site has two existing vehicular highway accesses off Alfred Road. Access to the

main car park is via a splayed entrance approximately 9 m wide, narrowing to 3.5 m, 2 m back from the edge of the footway. Splaying is necessary due to visibility being impaired by 2 m high brick walls defining the entrance. Access to the smaller car park is 6.8 m wide, allowing two-way traffic. Metal gates provide a break in the brick wall to increase visibility when entering and exiting, further increasing the width to approximately 11 m. This includes a gated pedestrian access on one side.

3.3 Montagu Street forms part of the A4300 and is the main A-road connecting the east of

Kettering with the town centre’s one-way system, joining to it shortly past the site. Montagu Street is a mixture of residential, retail and business use and is approximately 7.5 m wide, with further provision for designated parking bays along the northern edge. Montagu Street is subject to a speed limit of 30 mph.

3.4 Alfred Street runs parallel to Montagu Street and is predominantly a residential side

street, varying in width from approximately 5.6 m to 6.4 m, widening for junctions at either end. Cars generally park on both sides of the road, effectively narrowing it to a single lane. There are illuminated footways approximately 1.6 m wide on both sides of the carriageway, however, cars generally encroach the southern footway when parking. Alfred Street is subject to a speed limit of 30 mph.

3.5 The closest bus stop is located directly outside the centre on Montagu Street, heading

towards the town centre. Kettering’s bus interchange is located a short walk away, connecting to all areas of Northamptonshire.



4.0 Sustainable Forms of Transport 4.1 The site is well located for sustainable transport, being positioned centrally within the

town and only a short walk from town center amenities and transport hubs. The available sustainable transport infrastructure resources within the vicinity of the proposed development are set out below. Details are correct at the time of writing the report. The distances to sustainable transport facilities are shown on the plan enclosed in Appendix D.

4.2 Walking 4.2.1 The surrounding local highway infrastructure is described in Section 3. Walking distances

to sustainable transport facilities are shown on the plan enclosed in Appendix D. 4.2.2 Suggested acceptable walking distances for commuting purposes which were produced

by the former Institution of Highways Transport (IHT) are shown in Table 1 below. It can be seen on the plan enclosed in Appendix D that the whole of Kettering town centre is within the preferred maximum walking distance of 2000m.

Suggested Acceptable Walking Distance - Commuting/School/Sight-seeing (m) Desirable 500

Acceptable 1000 Preferred maximum 2000

Table 1: Extract of Table 3.2 from ‘Providing for Journeys on Foot’ - IHT 4.3 Cycling 4.3.1 The proposed renovation will provide 10 cycle parking spaces and connects with the

surrounding local highway infrastructure which provides adequate facilities for cyclists. Cycling to / from the site will provide an alternative to transport by private motor vehicles for employees. A copy of the town cycle map is enclosed in Appendix E.

4.3.2 Cycling has the potential to substitute short car journeys less than 5km and form part of a

longer journey by public transport (Planning Policy Guidance 13: Transport, Para 78). All of Kettering is located within a 5km cycling distance from the site.

4.3.3 When using recommended cycle routes, a reasonably fit and competent cyclist would be

expected to travel a 5km distance in around 19 minutes, i.e. travelling at an average speed of 10mph.

4.4 Public Buses 4.4.1 The site is served by bus stops located on Montagu Street – ‘o/s William Knibb Centre’

and Victoria Street – ‘opp School Lane’. Kettering bus interchange is located approximately 500 m from the site, around a 6 minute walk; buses from here frequently depart to all areas of Northamptonshire. A summary of the bus routes in Kettering is included in Appendix E.



4.4.2 Bus and other public transport information for areas around the UK can be found using the ‘Maps’ phone app created by Google Inc. The Google app is compatible with most smartphones and tablet devices. The app is free to download and provides up to date information for persons planning journeys using alternative methods of travel to the private car. Potential patrons are not able to purchase tickets using this app, however information on how to do so is usually provided.

4.5 Trains 4.5.1 The site is located approximately 1.1 km from Kettering train station. The station

connects with Corby, Nottingham and Sheffield to the north and London to the south. A copy of the East Midlands Trains route map is enclosed in Appendix F.

4.5.2 General train departure frequencies from Kettering are in the order of 3 per hour for

services to London and 3 per hour to the north. 4.5.3 Personalised train timetables can be created using the National Rail website feature

located at http://www.nationalrail.co.uk/times_fares/timetables.aspx. By providing the relevant origin/destination train stations, a daily/weekly/monthly timetable can be created specific to the times required.

4.5.4 ‘National Rail Enquiries’, ‘thetrainline – times & tickets’ and ‘London Midland On Track’

are three widely available smartphone apps which together, cover the entire British rail network. The apps are free to download and are compatible with most smartphones and tablet devices. Potential patrons can use the apps to view timetables, service updates, monitor live arrivals/departures as well as purchase tickets.

4.6 Motorised Two Wheeled Vehicles 4.6.1 The proposed site highway access and the existing surrounding highway infrastructure

enable the use of motorised two wheeled vehicles as a means of transport to the site. 4.7 Disabled Access 4.7.1 The site has ramped access via the car park to ensure that it is accessible to users with

varying levels of disability in line with Building Regulations. 4.8 Summary 4.8.1 The site is shown to be served and accessible to more sustainable means of transport

providing an alternative to the private car.



5.0 Parking 5.1 Existing 5.1.1 The existing site has two separate car parks, both accessed off Alfred Street. The car

parks are shared between the William Knibb Centre, the Children’s Centre and Kingdom Hall.

5.1.2 The main car park is used by staff and visitors, with no definition between vehicular and

pedestrian access. It is generally in poor condition; the surface is a mixture of tarmac and gravel, with numerous potholes. The exact number of spaces is unknown as there are no marked bays, but it can accommodate approximately 52 spaces including 2 marked disabled bays. It is approximately 1,350 m2 not including SureStart’s dedicated allocation of this car park as part of their lease.

5.1.2 The smaller car park on the west of the site is for staff only, measuring approximately

675 m2. There is a gated pedestrian entrance to the side of the vehicular access, however, there is no barrier on the vehicular access. The car park is in a reasonable condition and currently accommodates approximately 20 vehicles including 1 marked disabled bay, through a mix of marked and unmarked spaces.

5.1.3 There is currently no provision for cycle parking on site. 5.2 Proposed 5.2.1 Both car parks are proposed to be retained and improved. Specifically, measures will be

taken to address the larger car park which was initially designed as a playground, and as such, does not have the strength required to support vehicles, hence the poor condition.

5.2.2 Parking spaces will be more clearly defined, improving efficiency and reducing space

wastage. Disabled bays will be included in accordance with KBC’s SPG, along with a pedestrian footpath skirt around the building.

5.2.3 It is proposed to provide a total of 73 spaces across the two car parks, including

incorporating 2 electric car charging points into the smaller car park. There will be provision for 10 cycle spaces.

5.3 Guidance 5.3.1 Parking will be provided in accordance with Kettering Borough Council’s Supplementary

Planning Guidance (SPG) (adopted 16th July 2003). 5.3.2 The guidance states that B1 land use should provide a maximum of 1 car parking space

per 30 m2 and a minimum of 1 cycle parking space per 200 m2 gross internal floor area (GIFA). For D1(C)(III) land use, a maximum of 1 car parking space per 35 m2 and a minimum of 1 cycle parking space per 10 staff plus 1 per 10 students should be provided

5.3.3 The recommended parking provisions are set out in Table 2 below. It can be seen that

the recommended maximum car parking provision is 43 spaces and the recommended minimum cycle parking provision is 10 spaces.



Land Use GIFA (m2) Car Parking

Provision (max) Cycle Parking Provision (min)

B1 1091.96 36 6

D1(C)(III) 251.00 7 4 (staff nos TBC) Table 2: Car and Cycle Parking Provision

5.3.6 It should be noted that 10% of all car parking space should be provided to mobility

standards (minimum width 3.6 m). No less than half these spaces should be designated as being for the exclusive use of disabled persons. Currently, the proposed layout in Appendix C shows 6 mobility bays; this would need to be increased to 8 to conform to the standards for 73 spaces.

5.3.7 As stated previously, there is to be no gain in car park area; only improvement and

formalisation of the existing to increase efficiency and provide parking of a suitable standard. Considering that the car park is shared with the Kingdom Hall, parts of the William Knibb Centre not associated with the renovation, and the SureStart centre, the recommended maximum number of 43 parking spaces should not be compared with the proposed total of 73 spaces.



6.0 Vehicle Trips 6.1 This section of the report will consider the possible vehicular impact on the surrounding

highway network as a result of the proposed redevelopment. 6.2 The proposed renovation of the William Knibb Centre is for the most part internal; there

are to be no extensions to the existing building and the total floor area will remain the unchanged. The alterations are required to bring the use and operation of the building up to modern standards and to provide a suitable working environment for the staff.

6.3 Externally there is no change to the area of parking available, the works proposed will

provide safer surfaces and circulation for vehicles and pedestrians and where hard pavings are extended these formalise and improve adhoc parking arrangements that already occur.

6.4 A planning application has been sought to properly formalise the use class of the

building and clarify what was considered potentially an ambiguous but legal planning use. The building has already been in use for the purpose identified for some time, however the works to modernise and improve the building were considered the appropriate time to clarify the planning use.

6.5 The formal use class for the building will be generally B1 offices with a small element of

D1 conference facility. To consider the potential traffic generation of this use, reference has been made to the TRICS database. TRICS is a nationally accepted online database containing survey information for a large number of sites across the UK. The database is capable of providing a base for reliable trip rate data which can be used in vehicle trip calculations. As a result, sites which are most similar to the proposed office renovation will be taken from the latest available TRICS 7 database.

6.6 The results of the TRICS system interrogation are given in Appendix G. A variety of

similar office uses have been analysed for a town centre / edge of centre location, not including the City of London. In summary, the use can be expected to produce 184 trips overall during a typical day with 27 trips in the AM peak (0800-0900) and 23 in the PM peak (1700-1800).

6.7 It is important to note that the TRICS data represents a typical use of the space and may

not reflect the particular characteristics of the proposed user, however the planning use applied for is a generic use and is not personal to the proposed end-user. Similarly the trips referred to are not considered wholly new to the network as the building is already in use.

6.8 It is noted that whilst the building is proposed for B1/D1 use the employer is proposing to

apply ‘next generation’ flexible working practices – these are covered in more detail in the associated planning submission documentation and briefly in section 2 above. These measures are expected to change the distribution of trips through the course of a day and should particularly help to reduce travel during the traditional AM and PM peak travel times. It is anticipated that whilst there will be a potential for intensification by more efficient use of the existing floor space, without fixed times to be in the office for, employee trip rates will distribute much more evenly throughout the day. This will reduce the demand on the network during the peak AM and PM hours.

6.9 The user will have in place a travel plan which will seek to reduce reliance on the private

car.



7.0 Highway Access 7.1 Existing Highway Access 7.1.1 Highway access is from the rear of the site off Alfred Street via the two separate car

parks serving the site. Alfred Street is a predominantly residential street, varying in width from approximately 5.6 m to 6.4 m, widening for junctions at either end.

7.1.2 Eastern Most Access 7.1.2.1 The access splay to the larger (eastern most) car park is 9 m wide at the back of

footway, narrowing to 3.5 m wide, 2 m back. The access splay and car park boarder are defined by a 2 m high brick wall, separating them from the footway. This arrangement restricts visibility, and so 2 convex mirrors have been placed on either side of the splay to aid visibility when exiting the car park.

7.1.2.2 The access crosses a 1.5 m wide footway before joining onto Alfred Street, which is

straight in either direction. Parking at this point on Alfred Street is on both sides of the road, which coupled with a width at the access of approximately 6.3 m, essentially narrows the road to one lane.

7.1.3 Western Most Access 7.1.3.1 The access to the smaller (western most) car park is somewhat wider than the eastern

most access. There are designated entry and exit lanes, albeit with no central island between the two, totalling 6.8 m wide. Adjoining the vehicular access is a pedestrian gate and metal railings 3m in width leading to an on-site footpath. This provides a break in the brick wall, aiding visibility to the east for any vehicles entering and exiting.

7.1.3.2 Immediately to the west of this access is a slight kink in Alfred Road, aiding visibility.

Double yellow lines restrict parking from approximately 1.5 m to the east of the pedestrian access, to approximately 10 m west of the access, along the kink. Alfred Road is approximately 5.8 m wide at this point, widening to 7.5 m after the kink and towards the Victoria Street junction.

7.1.4 The outline and position of the existing highway access is shown on the topographical

survey enclosed in Appendix B. 7.2 Proposed Highway Access 7.2.1 The accesses are proposed to remain in their current locations. The existing splayed

wall section on the eastern most access is to be removed; this will enable the access to be widened to accommodate separate entry and exit system. Infrastructure is to be put in place for an automated access barrier system to be installed in the future. Pedestrian access is to be provided either side of the barrier.



7.3 Visibility Splays and Stopping Sight Distances 7.3.1 BCAL commissioned an Automated Traffic Count (ATC) to be carried out to determine

the speeds of vehicles in either direction on Alfred Street. The counts were carried out for 7 days from Monday 25th to Sunday the 31st January. Two sites were surveyed: site 1 was located approximately 20 m to the east of the western access, attached to a lighting column, and site 2 was located approximately 40 m to the east of the eastern access. A summary of the results for both sites, including the 85th Percentile speeds recorded and the site locations are enclosed in Appendix H.

7.3.2 To calculate the appropriate visibility from each access, stopping sight distances (SSD)

will be calculated in accordance with Manual for Streets 2 (MfS2). The 85th percentile speed has been taken from the 5 day average for the working week

between the hours of 07:00 and 19:00 as this is when the site will be in use. The results are summarised in Table 3 below:

Day Date 85th Percentile Speeds (mph) 07:00‐19:00

Site 1 ‐ Westbound

Site 1 ‐ Eastbound

Site 2 ‐ Westbound

Site 2 ‐ Eastbound

Monday 25/01/16 22.4 19.2 22.4 20.4

Tuesday 26/01/16 20.8 19.2 22.6 20.1

Wednesday 27/01/16 23.5 18.8 23.9 21.5

Thursday 28/01/16 22.6 19.5 23.5 20.4

Friday 29/01/16 21.5 19.0 22.4 20.1

Saturday 30/01/16 22.8 20.8 23.3 21.5

Sunday 31/01/16 21.3 19.5 23.5 21.3

5‐Day Average 22.2 19.1 23.0 20.5

7‐Day Average 22.1 19.4 23.1 20.8 Table 3: Summary of ATC Results

Alfred Road is a side street, with HGV and bus proportions of less than 1% of the total

road use; therefore, using Table 10.1 of MfS2, SSDs will be calculated based on cars and light vehicles. As the road speed is less than 60 kph, a reaction time of 1.5 s will be used, along with a deceleration rate of 0.45g.

Gradients have been calculated from a topographical survey. A copy of which is

enclosed in Appendix B. 7.3.3 Eastern Most Access 7.3.3.1 Currently, visibility to the left is approximately 41 m. The gradient has been calculated

between two levels of 90.98 m and 89.97 m, 41.8 m apart, to give a gradient of -2.4%. Using the 85th percentile speed of 23.0 mph, and using the values above, a stopping

sight distance of 27.4 m is needed. 7.3.3.2 Currently, visibility to the right is approximately 27 m. The gradient has been

calculated between two levels of 91.69 m and 90.98 m, 37.1 m apart, to give a gradient of 1.9%.



Using an 85th percentile speed of 20.5 mph, and using the values above, a stopping sight distance of 23.3 m is needed.

7.3.4 Western Most Access 7.3.4.1 Currently, visibility to the left is approximately 40 m. The gradient has been calculated

between two levels of 91.93 m and 91.31 m, 43.4 m apart, to give a gradient of -1.4%. Using the 85th percentile speed of 22.2 mph, and using the values above, a stopping

sight distance of 26.1 m is needed. 7.3.4.2 Currently, visibility to the right is approximately 35 m. The road at this section is

essentially flat, so a gradient of 0% has been applied. Using an 85th percentile speed of 19.1 mph, and using the values above, a stopping

sight distance of 21.1 m is needed. 7.3.5 It is suggested in MfS2 to add 2.4m to the calculated SSD to account for position of the

driver. Table 4 below shows a summary of the calculated SSDs, along with the actual visibilities:

Access Visibility SSD SSD + 2.4 m Difference

East ‐ Left 41 27.4 29.8 11.2

East ‐ Right 27 23.3 25.7 1.3

West ‐ Left 40 26.1 28.5 11.5

West ‐ Right 35 21.1 23.5 11.5

All values are in meters Table 4: Summary of Visibilities and Stopping Sight Distances

7.3.6 As can be seen in Table 4 above, visibilities are generally around 11 m greater than

those required based on MfS2 stopping sight distance based calculations. However, visibility to the right for the eastern most access is only slightly above the desired distance; whilst this is perfectly acceptable, the new access is to remove the wall, thus increasing visibility further.

7.4 Summary 7.3.1 Alfred Road is a predominantly a residential street, straight for the most part with a very

slight gradient. Parking is generally all along the street on both sides, effectively narrowing it to a single lane.

7.3.2 Based on 85th percentile speeds between 19-23 mph obtained from an ATC speed

survey, stopping sight distances were calculated for vehicles in each direction at both accesses. The results in Table 4 show that there is sufficient visibility to comply with the appropriate standards set out in the MfS2.

7.3.3 Given that the existing accesses already exceed the required visibility splays, and that

the proposals are to retain or improve what is already there, the proposals are considered suitable for the development.



8.0 Recorded Accident Data 8.1 Recorded road traffic accident data was obtained from Northamptonshire County

Council for the latest three year period. The data provided shows all accidents within the vicinity of the site between 01/01/13 and 31/12/15. A copy of the recorded accident data summary and plan can be found in Appendix I.

8.2 From the recorded accident data there have been multiple recorded accidents within the

vicinity of the site. As seen on the enclosed plan, a large proportion of the accidents occurred on Montagu Street, which is a busy main road. The closest accident to the site access is at the crossroad of Alfred Street and Thorngate Street, recorded as very likely to have been caused by the driver disobeying the road markings. There are no recorded accidents on Alfred Road.

8.3 Based on the recorded accident data, it is not considered that there is a specific accident

problem associated with the development site, which may adversely affect the safety of the adjacent road network.



9.0 Conclusions 9.1 This report comprises a Transport Statement in support of a planning application for the

proposed renovation of the William Knibb Centre located at Montagu Street in Kettering. The William Knibb Centre is a Northamptonshire County Council (NCC) owned building which currently has multiple users, including office space for NCC staff. The Council proposes to modernise the way employees work through a ‘Next Generation Working Project’ as well as a ‘Mobile Working Project’ by removing the need for fixed equipment on desks.

9.2 It is proposed to renovate the NCC Offices within the William Knibb Centre and

update/refurbish the associated car parks. It is proposed to provide 142 flexible working spaces and 73 bookable meeting spaces, as well as accommodate the requirements for the child protection conferencing facilities.

9.3 The site is well located for sustainable transport, being positioned centrally within the

town and only a short walk from town center amenities and transport hubs. 9.4 Two separate car parks serve the William Knibb Centre; both are proposed to be

retained and upgraded including resurfacing, marked bays and designated pedestrian areas. A total of 73 spaces will be provided across the two car parks, including 2 electric car charging spaces.

9.5 Potential traffic generation has been calculated from the TRICS database using sites

similar to the proposed office. In summary, the use can be expected to produce 184 trips overall during a typical day with 27 trips in the AM peak (0800-0900) and 23 in the PM peak (1700-1800). It is important to note that the TRICS data represents a typical use of the space and may not reflect the particular characteristics of the proposed user, however, the planning use applied for is a generic use and is not personal to the proposed end-user. Similarly, the trips referred to are not considered wholly new to the network as the building is already in use. The employer is proposing to apply ‘next generation’ flexible working practices which are expected to distribute trips much more evenly throughout the course of a day, and in particular, should help to reduce travel during the traditional AM and PM peak travel times.

9.6 As a result of the redevelopment, it is proposed to use the existing vehicular highway

access to the smaller car park, whilst improving the existing access to the larger car park; the wall will be removed to improve visibility and infrastructure will be put in place for an automated barrier entry/exit system to be installed in the future. The visibility for the existing site accesses already exceed the calculated requirements, therefore the proposals are considered suitable for the development.

9.7 Recorded Accident Data was obtained from Northamptonshire County Council for the

three year period between 01/01/13 and 31/12/15. Based on the recorded accident data, it is not considered that there is a specific accident problem associated with the development site, which may adversely affect the safety of the adjacent road network.



Appendix A

Location Plan BCAL Drg No. 5465-01



Appendix B

Measured Building Survey – Ground Floor Plan Global Surveys Drg 15382-MBS-1, dated September 2015



Topographical Survey Global Surveys Drg 15382-TOPO, dated September 2015



Appendix C

Proposed GA Floor Plans SO-Architects, Project No.NCC002, Dwg 305 Rev A, dated Jan 16



GA Site Plan SO-Architects, Project No.NCC002, Dwg 305 Rev C, dated Jan 16



Appendix D

Sustainable Transport Facilities BCAL Drg No. 5465-02



Appendix E

Kettering Cycle Map and Bus Routes



Appendix F

East Midlands Trains – Route Map

OUR NETWORK

Bulwell

Hucknall

Newstead

Kirkby-in-Ashfield

Sutton Parkway

Mansfield

Mansfield Woodhouse

ShirebrookLangwith-Whaley Thorns

CreswellWhitwell

Worksop

Nottingham

Derby

Leicester

Sheffield

Dronfield

Chesterfield

Alfreton

Langley Mill

Duffield

Belper

Ambergate

Whatstandwell

Cromford

Matlock Bath

Matlock

DoncasterWakefieldWestgate

LeedsYork

Scarborough

GainsboroughLea Road

Barnetby

Lincoln

Market Rasen

Habrough

Saxilby

Grimsby Town

Cleethorpes

Ancaster

Rauceby

Metheringham

Ruskington

Sleaford

Grantham

Peterborough

Long Eaton

Beeston

East Midlands ParkwayLoughborough

MarketHarborough

Corby

Kettering

Wellingborough

Bedford

Luton

Luton Airport Parkway

London St Pancras

Liverpool Lime Street

Crewe

Manchester Piccadilly

Stoke-on-Trent

Tutbury & Hatton

Longton

Kidsgrove

Longport

Uttoxeter

Blythe BridgePeartree

Alsager

Hough Green

Widnes

Irlam

Bamford

Birchwood

Warrington CentralHope

Hathersage

Stockport

Spondon

Hunts CrossLiverpool South Parkway

Attenborough

Edale

Barrow upon Soar

Hazel Grove

Sileby

Chinley

Oakham

Manchester Oxford Road

StamfordMelton Mowbray

Syston

Spalding

ThurgartonLowdham

Aslockton

Bingham

Radcliffe

Carlton

Bleasby

Burton Joyce

Elton & Orston

Netherfield

Bottesford

Newark Castle

NewarkNorth Gate

Fiskerton

SwinderbyCollingham

Rolleston

Hykeham

Grindleford

Dore

1

1 22

3

4

5

6

8

5

8

3 7 821 4

1 3

1

6 8

Ely

Norwich

March Attleborough

Whittlesea

Eccles Road

Harling RoadBrandon

Thetford

Wymondham

2

Ilkeston(Opening Winter 2014)

6

6

2

2

2

2

8

7

1

1

1

1

8

7

1

1

62

72

S

S

S

Skegness

Thorpe Culvert

Boston

Hubberts Bridge

Wainfleet

Swineshead

Havenhouse

Heckington

7

To contact East Midlands Trains about delays, compensation, refunds or to pass on your comments, feedback or suggestions:

Visit: Write:

Phone: Twitter:

eastmidlandstrains.co.uk/contactusCustomer Service Centre, East Midlands Trains,1 Prospect Place, Millennium Way, Pride Park, Derby DE24 8HG 03457 125 678@EMTrains

For East Midlands Trains Lost Property call 03457 125 678, and select option 5, then 1

For Assisted Travel call03457 125 678, and select option 3

National Rail Enquiries telephone number and website03457 48 49 50 or text 84950 / nationalrail.co.uk

eastmidlandstrains.co.uk

Airport East Midlands Trains Penalty Fare station

Tram East Midlands Trains managed station

Plusbus ticket available Other operators Penalty Fare station

Timetable number Other operators managed station

Limited services on Fully accessible station with full-timethis route staff assistance

1

S



Appendix G

TRICS Results

TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Thursday 14/04/16

5465 - Typical B1 Office Use Trip Rates Page 1

BCAL Consulting Wellingborough Northamptonshire Licence No: 804401

Calculation Reference: AUDIT-804401-160414-0413

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT

Category : A - OFFICE

VEHICLES

Selected regions and areas:

01 GREATER LONDON

CN CAMDEN 2 days

MR MERTON 1 days

WH WANDSWORTH 1 days

02 SOUTH EAST

BD BEDFORDSHIRE 1 days

ES EAST SUSSEX 1 days

HF HERTFORDSHIRE 2 days

KC KENT 2 days

SO SLOUGH 2 days

03 SOUTH WEST

DC DORSET 2 days

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

NF NORFOLK 1 days

SF SUFFOLK 1 days

06 WEST MIDLANDS

WK WARWICKSHIRE 1 days

WO WORCESTERSHIRE 1 days

09 NORTH

TV TEES VALLEY 1 days

10 WALES

SW SWANSEA 2 days

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




Filtering Stage 2 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: 610 to 21911 (units: sqm)

Range Selected by User: 610 to 21911 (units: sqm)

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/08 to 26/11/15

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 2 days

Tuesday 2 days

Wednesday 4 days

Thursday 11 days

Friday 3 days

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

Selected survey types:

Manual count 22 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are

undertaking using machines.

Selected Locations:

Town Centre 7

Edge of Town Centre 15

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:

Commercial Zone 2

Development Zone 2

Residential Zone 1

Built-Up Zone 13

High Street 2

No Sub Category 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out

of Town, High Street and No Sub Category.

Filtering Stage 3 selection:

Use Class:

A 1 1 days

B 1 21 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®.




Filtering Stage 3 selection (Cont.):

Population within 1 mile:

5,001 to 10,000 2 days

10,001 to 15,000 1 days

15,001 to 20,000 5 days

25,001 to 50,000 11 days

50,001 to 100,000 3 days

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

Population within 5 miles:

25,001 to 50,000 3 days

75,001 to 100,000 1 days

100,001 to 125,000 1 days

125,001 to 250,000 11 days

250,001 to 500,000 3 days

500,001 or More 3 days

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

Car ownership within 5 miles:

0.6 to 1.0 7 days

1.1 to 1.5 12 days

1.6 to 2.0 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:

Yes 9 days

No 13 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.




LIST OF SITES relevant to selection parameters

The 'browse and select' feature in TRICS was used to choose the sites to be included in this selected set. The TRICS user

browsed the full list of sites for this land use category and selected directly from this list.

1 BD-02-A-03 OFFICES BEDFORDSHIRE

BROMHAM ROAD

BEDFORD

Edge of Town Centre

No Sub Category

Total Gross floor area: 1 4 6 9 sqm

Survey date: MONDAY 14/10/13 Survey Type: MANUAL

2 CA-02-A-05 OFFICES CAMBRIDGESHIRE

NEW ROAD

PETERBOROUGH

Town Centre

Built-Up Zone


Survey date: TUESDAY 16/12/14 Survey Type: MANUAL

3 CN-02-A-01 OFFICES CAMDEN

ELY PLACE

HOLBORN CIRCUS

HOLBORN

Edge of Town Centre

Built-Up Zone


Survey date: THURSDAY 23/10/08 Survey Type: MANUAL

4 CN-02-A-02 OFFICES CAMDEN

GRAYS INN ROAD

CLERKENWELL

Town Centre

Built-Up Zone


Survey date: WEDNESDAY 22/10/08 Survey Type: MANUAL

5 DC-02-A-08 OFFICE DORSET

STATION APPROACH

DORCHESTER

Edge of Town Centre

No Sub Category



6 DC-02-A-09 COUNCIL OFFICES DORSET

THE GROVE

DORCHESTER

Edge of Town Centre

Built-Up Zone

Total Gross floor area: 1 1 6 6 4 sqm

Survey date: MONDAY 28/11/11 Survey Type: MANUAL




LIST OF SITES relevant to selection parameters (Cont.)

7 ES-02-A-12 COUNCIL OFFICES EAST SUSSEX

VICARAGE LANE

HAILSHAM

Edge of Town Centre

Built-Up Zone



8 HF-02-A-03 OFFICE HERTFORDSHIRE

60 VICTORIA STREET

ST ALBANS

Edge of Town Centre

Built-Up Zone

Total Gross floor area: 6 1 0 sqm


9 HF-02-A-04 OFFICES HERTFORDSHIRE

STATION WAY

ST ALBANS

Edge of Town Centre

Residential Zone



10 KC-02-A-09 COUNCIL OFFICES KENT

SANDLING ROAD

MAIDSTONE

Edge of Town Centre

Built-Up Zone



11 KC-02-A-10 COUNCIL OFFICES KENT

SANDLING ROAD

MAIDSTONE

Edge of Town Centre

Built-Up Zone



12 MR-02-A-01 OFFICE MERTON

THE BROADWAY

WIMBLEDON

Edge of Town Centre

High Street



13 NF-02-A-01 COUNCIL OFFICE NORFOLK

CHAPEL STREET

KING'S LYNN

Edge of Town Centre

Built-Up Zone







14 SF-02-A-02 OFFICES SUFFOLK

BATH STREET

IPSWICH

Edge of Town Centre

Commercial Zone


Survey date: FRIDAY 19/07/13 Survey Type: MANUAL

15 SO-02-A-01 COUNCIL OFFICES SLOUGH

HIGH STREET

SLOUGH

Town Centre

High Street



16 SO-02-A-02 COUNCIL OFFICES SLOUGH

BATH ROAD

SLOUGH

Edge of Town Centre

Built-Up Zone



17 SW-02-A-01 OFFICES SWANSEA

LANGDON ROAD

SWANSEA

Edge of Town Centre

Development Zone



18 SW-02-A-02 OFFICE SWANSEA

KINGS ROAD

SWANSEA

Edge of Town Centre

Development Zone



19 TV-02-A-04 COUNCIL OFFICES TEES VALLEY

CORPORATION ROAD

MIDDLESBROUGH

Town Centre

Commercial Zone


Survey date: TUESDAY 08/10/13 Survey Type: MANUAL

20 WH-02-A-02 OFFICES WANDSWORTH

BATTERSEA PARK ROAD

BATTERSEA

Town Centre

Built-Up Zone







21 WK-02-A-01 OFFICES WARWICKSHIRE

WARWICK ROAD

COVENTRY

Town Centre

Built-Up Zone

Total Gross floor area: 9 6 0 sqm


22 WO-02-A-01 OFFICES WORCESTERSHIRE

ST MARY'S STREET

WORCESTER

Town Centre

Built-Up Zone

Total Gross floor area: 2 2 6 5 7 sqm


This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week

and date of each survey, and whether the survey was a manual classified count or an ATC count.




TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE

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

22 4664 0.149 22 4664 0.017 22 4664 0.16607:00 - 07:30

22 4664 0.533 22 4664 0.083 22 4664 0.61607:30 - 08:00

22 4664 0.684 22 4664 0.093 22 4664 0.77708:00 - 08:30

22 4664 0.787 22 4664 0.150 22 4664 0.93708:30 - 09:00

22 4664 0.654 22 4664 0.156 22 4664 0.81009:00 - 09:30

22 4664 0.436 22 4664 0.150 22 4664 0.58609:30 - 10:00

22 4664 0.301 22 4664 0.210 22 4664 0.51110:00 - 10:30

22 4664 0.249 22 4664 0.162 22 4664 0.41110:30 - 11:00

22 4664 0.211 22 4664 0.206 22 4664 0.41711:00 - 11:30

22 4664 0.209 22 4664 0.187 22 4664 0.39611:30 - 12:00

22 4664 0.181 22 4664 0.175 22 4664 0.35612:00 - 12:30

22 4664 0.182 22 4664 0.211 22 4664 0.39312:30 - 13:00

22 4664 0.228 22 4664 0.202 22 4664 0.43013:00 - 13:30

22 4664 0.231 22 4664 0.179 22 4664 0.41013:30 - 14:00

22 4664 0.185 22 4664 0.134 22 4664 0.31914:00 - 14:30

22 4664 0.189 22 4664 0.210 22 4664 0.39914:30 - 15:00

22 4664 0.135 22 4664 0.225 22 4664 0.36015:00 - 15:30

22 4664 0.133 22 4664 0.273 22 4664 0.40615:30 - 16:00

22 4664 0.133 22 4664 0.518 22 4664 0.65116:00 - 16:30

22 4664 0.096 22 4664 0.525 22 4664 0.62116:30 - 17:00

22 4664 0.097 22 4664 0.834 22 4664 0.93117:00 - 17:30

22 4664 0.068 22 4664 0.464 22 4664 0.53217:30 - 18:00

22 4664 0.047 22 4664 0.367 22 4664 0.41418:00 - 18:30

22 4664 0.015 22 4664 0.125 22 4664 0.14018:30 - 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: 6.133 5.856 1 1.989

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus

departures). Within each of these main columns are three sub-columns. These display the number of survey days where

count data is included (per time period), the average value of the selected trip rate calculation parameter (per time

period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of

the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.




Parameter summary

Trip rate parameter range selected: 610 - 21911 (units: sqm)

Survey date date range: 01/01/08 - 26/11/15

Number of weekdays (Monday-Friday): 22

Number of Saturdays: 0

Number of Sundays: 0

Surveys manually removed from selection: 5

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.




This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are

displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time

period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected

direction is shown at the top of the graph.





TAXIS






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

22 4664 0.002 22 4664 0.002 22 4664 0.00407:00 - 07:30

22 4664 0.009 22 4664 0.007 22 4664 0.01607:30 - 08:00

22 4664 0.008 22 4664 0.009 22 4664 0.01708:00 - 08:30

22 4664 0.006 22 4664 0.005 22 4664 0.01108:30 - 09:00

22 4664 0.006 22 4664 0.007 22 4664 0.01309:00 - 09:30

22 4664 0.008 22 4664 0.006 22 4664 0.01409:30 - 10:00

22 4664 0.017 22 4664 0.013 22 4664 0.03010:00 - 10:30

22 4664 0.009 22 4664 0.009 22 4664 0.01810:30 - 11:00

22 4664 0.008 22 4664 0.011 22 4664 0.01911:00 - 11:30

22 4664 0.011 22 4664 0.009 22 4664 0.02011:30 - 12:00

22 4664 0.009 22 4664 0.006 22 4664 0.01512:00 - 12:30

22 4664 0.007 22 4664 0.006 22 4664 0.01312:30 - 13:00

22 4664 0.008 22 4664 0.009 22 4664 0.01713:00 - 13:30

22 4664 0.005 22 4664 0.006 22 4664 0.01113:30 - 14:00

22 4664 0.003 22 4664 0.003 22 4664 0.00614:00 - 14:30

22 4664 0.010 22 4664 0.011 22 4664 0.02114:30 - 15:00

22 4664 0.005 22 4664 0.004 22 4664 0.00915:00 - 15:30

22 4664 0.007 22 4664 0.001 22 4664 0.00815:30 - 16:00

22 4664 0.005 22 4664 0.004 22 4664 0.00916:00 - 16:30

22 4664 0.002 22 4664 0.002 22 4664 0.00416:30 - 17:00

22 4664 0.006 22 4664 0.006 22 4664 0.01217:00 - 17:30

22 4664 0.003 22 4664 0.002 22 4664 0.00517:30 - 18:00

22 4664 0.004 22 4664 0.005 22 4664 0.00918:00 - 18:30

22 4664 0.000 22 4664 0.001 22 4664 0.00118:30 - 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: 0.158 0.144 0.302






the table.










Parameter summary
















OGVS






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

22 4664 0.000 22 4664 0.000 22 4664 0.00007:00 - 07:30

22 4664 0.002 22 4664 0.000 22 4664 0.00207:30 - 08:00

22 4664 0.003 22 4664 0.002 22 4664 0.00508:00 - 08:30

22 4664 0.004 22 4664 0.005 22 4664 0.00908:30 - 09:00

22 4664 0.000 22 4664 0.001 22 4664 0.00109:00 - 09:30

22 4664 0.003 22 4664 0.002 22 4664 0.00509:30 - 10:00

22 4664 0.006 22 4664 0.002 22 4664 0.00810:00 - 10:30

22 4664 0.000 22 4664 0.005 22 4664 0.00510:30 - 11:00

22 4664 0.000 22 4664 0.000 22 4664 0.00011:00 - 11:30

22 4664 0.000 22 4664 0.000 22 4664 0.00011:30 - 12:00

22 4664 0.000 22 4664 0.000 22 4664 0.00012:00 - 12:30

22 4664 0.000 22 4664 0.000 22 4664 0.00012:30 - 13:00

22 4664 0.000 22 4664 0.000 22 4664 0.00013:00 - 13:30

22 4664 0.000 22 4664 0.000 22 4664 0.00013:30 - 14:00

22 4664 0.002 22 4664 0.002 22 4664 0.00414:00 - 14:30

22 4664 0.000 22 4664 0.000 22 4664 0.00014:30 - 15:00

22 4664 0.000 22 4664 0.000 22 4664 0.00015:00 - 15:30

22 4664 0.004 22 4664 0.003 22 4664 0.00715:30 - 16:00

22 4664 0.000 22 4664 0.001 22 4664 0.00116:00 - 16:30

22 4664 0.000 22 4664 0.000 22 4664 0.00016:30 - 17:00

22 4664 0.002 22 4664 0.002 22 4664 0.00417:00 - 17:30

22 4664 0.000 22 4664 0.000 22 4664 0.00017:30 - 18:00

22 4664 0.000 22 4664 0.000 22 4664 0.00018:00 - 18:30

22 4664 0.000 22 4664 0.000 22 4664 0.00018:30 - 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: 0.026 0.025 0.051






the table.










Parameter summary
















PSVS






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

22 4664 0.000 22 4664 0.000 22 4664 0.00007:00 - 07:30

22 4664 0.000 22 4664 0.000 22 4664 0.00007:30 - 08:00

22 4664 0.000 22 4664 0.000 22 4664 0.00008:00 - 08:30

22 4664 0.000 22 4664 0.000 22 4664 0.00008:30 - 09:00

22 4664 0.000 22 4664 0.000 22 4664 0.00009:00 - 09:30

22 4664 0.000 22 4664 0.000 22 4664 0.00009:30 - 10:00

22 4664 0.000 22 4664 0.000 22 4664 0.00010:00 - 10:30

22 4664 0.000 22 4664 0.000 22 4664 0.00010:30 - 11:00

22 4664 0.000 22 4664 0.000 22 4664 0.00011:00 - 11:30

22 4664 0.000 22 4664 0.000 22 4664 0.00011:30 - 12:00

22 4664 0.000 22 4664 0.000 22 4664 0.00012:00 - 12:30

22 4664 0.000 22 4664 0.000 22 4664 0.00012:30 - 13:00

22 4664 0.000 22 4664 0.000 22 4664 0.00013:00 - 13:30

22 4664 0.000 22 4664 0.000 22 4664 0.00013:30 - 14:00

22 4664 0.000 22 4664 0.000 22 4664 0.00014:00 - 14:30

22 4664 0.000 22 4664 0.000 22 4664 0.00014:30 - 15:00

22 4664 0.000 22 4664 0.000 22 4664 0.00015:00 - 15:30

22 4664 0.000 22 4664 0.000 22 4664 0.00015:30 - 16:00

22 4664 0.000 22 4664 0.000 22 4664 0.00016:00 - 16:30

22 4664 0.000 22 4664 0.000 22 4664 0.00016:30 - 17:00

22 4664 0.000 22 4664 0.000 22 4664 0.00017:00 - 17:30

22 4664 0.000 22 4664 0.000 22 4664 0.00017:30 - 18:00

22 4664 0.000 22 4664 0.000 22 4664 0.00018:00 - 18:30

22 4664 0.000 22 4664 0.000 22 4664 0.00018:30 - 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: 0.000 0.000 0.000






the table.










Parameter summary
















CYCLISTS






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

22 4664 0.004 22 4664 0.000 22 4664 0.00407:00 - 07:30

22 4664 0.011 22 4664 0.000 22 4664 0.01107:30 - 08:00

22 4664 0.021 22 4664 0.000 22 4664 0.02108:00 - 08:30

22 4664 0.043 22 4664 0.001 22 4664 0.04408:30 - 09:00

22 4664 0.027 22 4664 0.001 22 4664 0.02809:00 - 09:30

22 4664 0.012 22 4664 0.000 22 4664 0.01209:30 - 10:00

22 4664 0.016 22 4664 0.007 22 4664 0.02310:00 - 10:30

22 4664 0.003 22 4664 0.004 22 4664 0.00710:30 - 11:00

22 4664 0.003 22 4664 0.003 22 4664 0.00611:00 - 11:30

22 4664 0.006 22 4664 0.004 22 4664 0.01011:30 - 12:00

22 4664 0.006 22 4664 0.008 22 4664 0.01412:00 - 12:30

22 4664 0.008 22 4664 0.011 22 4664 0.01912:30 - 13:00

22 4664 0.009 22 4664 0.006 22 4664 0.01513:00 - 13:30

22 4664 0.003 22 4664 0.005 22 4664 0.00813:30 - 14:00

22 4664 0.003 22 4664 0.004 22 4664 0.00714:00 - 14:30

22 4664 0.004 22 4664 0.007 22 4664 0.01114:30 - 15:00

22 4664 0.008 22 4664 0.005 22 4664 0.01315:00 - 15:30

22 4664 0.004 22 4664 0.008 22 4664 0.01215:30 - 16:00

22 4664 0.005 22 4664 0.014 22 4664 0.01916:00 - 16:30

22 4664 0.004 22 4664 0.011 22 4664 0.01516:30 - 17:00

22 4664 0.004 22 4664 0.030 22 4664 0.03417:00 - 17:30

22 4664 0.003 22 4664 0.028 22 4664 0.03117:30 - 18:00

22 4664 0.001 22 4664 0.018 22 4664 0.01918:00 - 18:30

22 4664 0.001 22 4664 0.019 22 4664 0.02018:30 - 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: 0.209 0.194 0.403






the table.










Parameter summary














Appendix H

ATC Site Locations and Summary of Results

TD Su

rvey and Electrical Ltd

Speed

Statistics by H

our Site 2

Westb

ound

Speed

StatHour‐7

9 ‐‐ En

glish (EN

G)

Datasets:

Site:[Site2

Alfred

St Kett] 5

465 Site 2

Alfred

St Ketterin

g A > B

West

Directio

n:

6 ‐ W

est bound A>B

, East bound B>A

. Lane: 0

Survey D

uratio

n:20:30 24 Jan

uary 2

016 => 1

1:27 02 Feb

ruary 2

016

Zone:

File:Site2

Alfred

St Kett0

2Feb

2016.EC

0 (P

lus)

Iden

tifier:DM89F1R3 M

C56‐L5

[MC55] (c)M

icrocom 19Oct0

4

Algo

rithm:

Factory d

efault (v3

.21 ‐ 1

5275)

Data typ

e:Axle sen

sors ‐ P

aired (C

lass/Speed

/Count)

Profile:

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Inclu

ded

classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13

Speed

range:

5 ‐ 1

00 m

ph.

Directio

n:

West (b

ound)

Separatio

n:

All ‐ (H

eadway)

Nam

e:Defau

lt Profile

Schem

e:Veh

icle classification (Eu

ro13)

Units:

Non m

etric (ft, mi, ft/s, m

ph, lb

, ton)

In profile:

Veh

icles = 2059 / 4

126 (4

9.90%)

�Speed

Statistics by H

our

Speed

StatHour‐7

9

Site:Site2

Alfred

St Kett.0

.0WE

Descrip

tion:

5465 Site 2

Alfred

St Ketterin

g A > B

West

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Schem

e:Veh


ro13)

Filter:Cls(1

2 3 4 5 6 7 8 9 10 11 12 13 ) D

ir(W) Sp

(5,100) H

eadway(>0

)

Veh

icles = 2059

Posted

speed

limit = 3

0 m

ph, Exceed

ing = 3

1 (1

.51%), M

ean Exceed

ing = 3

3.15 m

ph

Maxim

um = 4

7.3 m

ph, M

inim

um = 5

.4 m

ph, M

ean = 1

8.5 m

ph

85% Sp

eed = 2

3.5 m

ph, 95% Sp

eed = 2

7.1 m

ph, M

edian

= 18.1 m

ph

10 m

ph Pace = 1

3 ‐ 2

3, N

umber in

Pace = 1

435 (6

9.69%)

Varian

ce = 25.49, Stan

dard

Deviatio

n = 5

.05 m

ph

Hour B

ins

Time

|Bin

|Min

|Max

|Mean

|Med

ian|

85%

|95%

|>P

SL|

||

||

||

||

30mph

|

||

||

||

||

|

0000‐0100

|16

0.80%

|13.6

|26.6

|21.4

|22.1

|25.1

|25.9

|0

0.00%

|

0100‐0200

|7

0.30%

|16.1

|44.4

|26.5

|22.8

|35.8

|44.3

|2

28.60%

|

0200‐0300

|10

0.50%

|7.2

|28.2

|22.1

|23.9

|28|

28|

00.00%

|

0300‐0400

|8

0.40%

|14.1

|29.5

|20.8

|17.2

|28|

29.3

|0

0.00%

|

0400‐0500

|9

0.40%

|16.1

|35.1

|25.9

|26.2

|33.6

|34.9

|3

33.30%

|

0500‐0600

|26

1.30%

|9.1

|27|

19.8

|20.6

|25.3

|26.6

|0

0.00%

|

0600‐0700

|42

2.00%

|11|

29.9

|19.7

|19.7

|22.4

|24.4

|0

0.00%

|

0700‐0800

|81

3.90%

|13.3

|33.4

|21.4

|21.3

|26.4

|29.8

|4

4.90%

|

0800‐0900

|171

8.30%

|9|

36.2

|19.2

|18.8

|23.7

|27.3

|4

2.30%

|

0900‐1000

|220

10.70%

|6.9

|31.3

|18.3

|17.9

|22.4

|26.2

|2

0.90%

|

1000‐1100

|124

6.00%

|6.3

|29.8

|17.5

|17|

24.4

|26.6

|0

0.00%

|

1100‐1200

|133

6.50%

|7.7

|30.3

|18|

18.1

|22.4

|25.1

|1

0.80%

|

1200‐1300

|138

6.70%

|7.3

|31.6

|17|

16.8

|21.5

|25.9

|1

0.70%

|

1300‐1400

|121

5.90%

|5.9

|28.8

|17.6

|17.9

|23.3

|25.9

|0

0.00%

|

1400‐1500

|129

6.30%

|6.7

|31.4

|17|

16.8

|21.7

|24.6

|1

0.80%

|

1500‐1600

|124

6.00%

|5.4

|33.9

|17.6

|17.4

|21.5

|25.9

|2

1.60%

|

1600‐1700

|120

5.80%

|6.4

|30|

17.6

|17.4

|22.1

|25.7

|1

0.80%

|

1700‐1800

|117

5.70%

|5.4

|35.1

|18.7

|18.1

|23.5

|28.4

|3

2.60%

|

1800‐ 1900

|161

7.80%

|6|

33.1

|18.4

|18.3

|22.6

|25.3

|1

0.60%

|

1900‐2000

|97

4.70%

|6.6

|33.6

|19.3

|19.5

|23.3

|26.4

|2

2.10%

|

2000‐2100

|80

3.90%

|7|

30.4

|19.1

|19|

23.5

|28|

22.50%

|

2100‐2200

|56

2.70%

|8.7

|29.2

|18.9

|18.6

|23.9

|27.7

|0

0.00%

|

2200‐2300

|44

2.10%

|7.6

|47.3

|19.7

|18.8

|23.5

|26.4

|1

2.30%

|

2300‐2400

|25

1.20%

|8|

34.6

|20.3

|20.1

|24.4

|29.8

|1

4.00%

|

‐‐‐‐|

2059

100.00%

|5.4

|47.3

|18.5

|18.1

|23.5

|27.1

|31

1.50%

|

TD Su


Speed

Statistics by H

our Site 2

Eastbound

Speed

StatHour‐8

0 ‐‐ En

glish (EN

G)

Datasets:

Site:[Site2

Alfred

St Kett] 5

465 Site 2

Alfred

St Ketterin

g A > B

West

Directio

n:

6 ‐ W

est bound A>B

, East bound B>A

. Lane: 0

Survey D

uratio

n20:30 24 Jan

uary 2

016 => 1

1:27 02 Feb

ruary 2

016

Zone:

File:Site2

Alfred

St Kett0

2Feb

2016.EC

0 (P

lus)

Iden

tifier:DM89F1R3 M

C56‐L5

[MC55] (c)M

icrocom 19Oct0

4

Algo

rithm:

Factory d

efault (v3

.21 ‐ 1

5275)

Data typ

e:Axle sen

sors ‐ P

aired (C

lass/Speed

/Count)

Profile:

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Inclu

ded

classe s1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13

Speed

range:

5 ‐ 1

00 m

ph.

Directio

n:

East (bound)

Separatio

n:

All ‐ (H

eadway)

Nam

e:Defau

lt Profile

Schem

e:Veh


ro13)

Units:

Non m


ph, lb

, ton)

In profile:

Veh

icles = 1901 / 4

126 (4

6.07%)

�Speed

Statistics by H

our

Speed

StatHour‐8

0

Site:Site2

Alfred

St Kett.0

.0WE

Descrip

tion:

5465 Site 2

Alfred

St Ketterin

g A > B

West

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Schem

e:Veh


ro13)

Filter:Cls(1

2 3 4 5 6 7 8 9 10 11 12 13 ) D

ir(E) Sp(5,100) H

eadway(>0

)

Veh

icles = 1901

Posted

speed

limit = 3

0 m

ph, Exceed

ing = 9

(0.47%), M

ean Exceed

ing = 3

4.28 m

ph

Maxim

um = 4

2.3 m

ph, M

inim

um = 5

.5 m

ph, M

ean = 1

6.6 m

ph

85% Sp

eed = 2

1.0 m

ph, 95% Sp

eed = 2

4.2 m

ph, M

edian

= 16.6 m

ph

10 m

ph Pace = 1

2 ‐ 2

2, N

umber in

Pace = 1

418 (7

4.59%)

Varian

ce = 21.00, Stan

dard

Deviatio

n = 4

.58 m

ph

Hour B

ins

Time

|Bin

|Min

|Max

|Mean

|Med

ian|

85%

|95%

|>P

SL|

||

||

||

||

30mph

|

||

||

||

||

|

0000‐0100

|8

0.40%

|8|

21.5

|17.7

|18.3

|21|

21.5

|0

0.00%

|

0100‐0200

|3

0.20%

|15.3

|21.6

|18.4

|18.1

|21.5

|21.5

|0

0.00%

|

0200‐0300

|8

0.40%

|14.8

|37.3

|21.2

|17.2

|24.6

|37.1

|1

12.50%

|

0300‐0400

|5

0.30%

|15|

29|

20|

16.1

|24.2

|28.9

|0

0.00%

|

0400‐0500

|9

0.50%

|7.7

|42.3

|18.8

|17|

22.4

|42.1

|1

11.10%

|

0500‐0600

|23

1.20%

|13.2

|26.2

|18|

17.2

|22.6

|23.7

|0

0.00%

|

0600‐0700

|17

0.90%

|10.1

|30.3

|19|

18.3

|22.6

|24.2

|1

5.90%

|

0700‐0800

|26

1.40%

|7.6

|28.5

|18.9

|18.8

|22.4

|24.6

|0

0.00%

|

0800‐0900

|96

5.00%

|6.9

|28.9

|17.5

|17.2

|22.4

|26.6

|0

0.00%

|

0900‐1000

|139

7.30%

|6.2

|29.9

|16.5

|15.9

|21.5

|23.7

|0

0.00%

|

1000‐1100

|129

6.80%

|6|

27|

16.4

|16.8

|20.8

|23.9

|0

0.00%

|

1100‐1200

|92

4.80%

|6.5

|30.2

|16.7

|16.3

|20.8

|24.4

|1

1.10%

|

1200‐1300

|145

7.60%

|6.4

|31.6

|16|

16.1

|19.5

|22.4

|2

1.40%

|

1300‐1400

|146

7.70%

|7|

25.2

|15|

14.5

|18.8

|22.6

|0

0.00%

|

1400‐1500

|122

6.40%

|5.5

|30|

15.3

|14.8

|19.7

|22.8

|0

0.00%

|

1500‐1600

|164

8.60%

|5.7

|29.2

|15.5

|15.4

|19|

21.9

|0

0.00%

|

1600‐1700

|181

9.50%

|5.5

|29.9

|16.4

|16.3

|20.4

|23|

00.00%

|

1700‐1800

|158

8.30%

|7.8

|39.6

|17.2

|16.8

|20.8

|23.7

|1

0.60%

|

1800‐1900

|113

5.90%

|5.8

|34.3

|16.9

|16.6

|21.3

|24.6

|1

0.90%

|

1900‐2000

|81

4.30%

|7.6

|28.3

|17.6

|17.2

|21.7

|24.6

|0

0.00%

|

2000‐2100

|90

4.70%

|6.4

|26|

17|

17|

21|

23|

00.00%

|

2100‐2200

|86

4.50%

|8.3

|31.3

|18.3

|17.4

|24.2

|26.4

|1

1.20%

|

2200‐2300

|40

2.10%

|8.1

|28.8

|18.6

|18.3

|24.2

|28|

00.00%

|

2300‐2400

|20

1.10%

|8.7

|22.4

|18|

18.3

|21.3

|21.7

|0

0.00%

|

‐‐‐‐|

1901

100.00%

|5.5

|42.3

|16.6

|16.6

|21|

24.2

|9

0.50%

|

TD Su


Speed

Statistics by H

our Site 1

Westb

ound

Speed

StatHour‐7

7 ‐‐ En

glish (EN

G)

Datasets:

Site:[Site1

Alfred

St Kett] 5

465 Site 1

Alfred

St Ketterin

g A > B

West

Directio

n:

6 ‐ W

est bound A>B

, East bound B>A

. Lane: 0

Survey D

uratio

n:

20:40 24 Jan

uary 2

016 => 1

1:24 02 Feb

ruary 2

016

Zone:

File:Site1

Alfred

St Kett0

2Feb

2016.EC

0 (P

lus)

Iden

tifier:DM88PK6Z M

C56‐L5

[MC55] (c)M

icrocom 19Oct0

4

Algo

rithm:

Factory d

efault (v3

.21 ‐ 1

5275)

Data typ

e:Axle sen

sors ‐ P

aired (C

lass/Speed

/Count)

Profile:

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Inclu

ded

classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13

Speed

range:

5 ‐ 1

00 m

ph.

Directio

n:

West (b

ound)

Separatio

n:

All ‐ (H

eadway)

Nam

e:Defau

lt Profile

Schem

e:Veh


ro13)

Units:

Non m


ph, lb

, ton)

In profile:

Veh

icles = 2151 / 4

332 (4

9.65%)

�Speed

Statistics by H

our

Speed

StatHour‐7

7

Site:Site1

Alfred

St Kett.0

.0WE

Descrip

tion:

5465 Site 1

Alfred

St Ketterin

g A > B

West

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Schem

e:Veh


ro13)

Filter:Cls(1

2 3 4 5 6 7 8 9 10 11 12 13 ) D

ir(W) Sp

(5,100) H

eadway(>0

)

Veh

icles = 2151

Posted

speed

limit = 3

0 m

ph, Exceed

ing = 3

3 (1

.53%), M

ean Exceed

ing = 3

3.01 m

ph

Maxim

um = 4

4.1 m

ph, M

inim

um = 5

.1 m

ph, M

ean = 1

7.8 m

ph

85% Sp

eed = 2

2.6 m

ph, 95% Sp

eed = 2

5.9 m

ph, M

edian

= 17.4 m

ph

10 m

ph Pace = 1

2 ‐ 2

2, N

umber in

Pace = 1

562 (7

2.62%)

Varian

ce = 23.34, Stan

dard

Deviatio

n = 4

.83 m

ph

Hour B

ins

Time

|Bin

|Min

|Max

|Mean

|Med

ian|

85%

|95%

|>P

SL|

||

||

||

||

30mph

|

||

||

||

||

|

0000‐0100

|16

0.70%

|9.8

|26.5

|19.7

|20.1

|23.9

|25.7

|0

0.00%

|

0100‐0200

|7

0.30%

|9.9

|43.8

|23.2

|21.3

|25.3

|43.6

|1

14.30%

|

0200‐0300

|10

0.50%

|5.1

|31.2

|21.8

|23.5

|28.6

|31.1

|1

10.00%

|

0300‐0400

|8

0.40%

|9.4

|27.3

|19.4

|18.6

|25.5

|27.1

|0

0.00%

|

0400‐0500

|11

0.50%

|11.6

|33.3

|23.2

|23.3

|31.5

|32.9

|4

36.40%

|

0500‐0600

|28

1.30%

|6.4

|30.1

|19.3

|20.4

|23.9

|26.4

|1

3.60%

|

0600‐0700

|39

1.80%

|6.3

|27.6

|18.6

|18.1

|22.8

|25.3

|0

0.00%

|

0700‐0800

|80

3.70%

|12.1

|37.2

|20.5

|20.4

|24.2

|28|

33.80%

|

0800‐0900

|107

5.00%

|8.8

|32.2

|19.1

|18.6

|24.2

|26.4

|2

1.90%

|

0900‐1000

|165

7.70%

|7.2

|31.9

|17.4

|17.2

|21|

23.3

|1

0.60%

|

1000‐1100

|132

6.10%

|5.3

|29.2

|17.6

|17.4

|22.4

|25.3

|0

0.00%

|

1100‐1200

|158

7.30%

|7.7

|31.7

|17.6

|17.2

|21.5

|24.8

|3

1.90%

|

1200‐1300

|180

8.40%

|6.9

|34.2

|16.6

|16.3

|20.4

|23.7

|1

0.60%

|

1300‐1400

|134

6.20%

|6.5

|29.1

|17|

16.8

|20.6

|24.4

|0

0.00%

|

1400‐1500

|126

5.90%

|7.5

|31.1

|16.7

|16.1

|20.8

|23.5

|2

1.60%

|

1500‐1600

|129

6.00%

|5.8

|31.4

|16.2

|15.9

|20.1

|24.8

|2

1.60%

|

1600‐1700

|150

7.00%

|5.1

|31.1

|17|

16.8

|21|

23.9

|1

0.70%

|

1700‐1800

|168

7.80%

|8.3

|33.2

|18.2

|17.7

|23|

26.6

|3

1.80%

|

1800‐ 1900

|160

7.40%

|8|

40.5

|18.2

|16.8

|23.3

|27.5

|3

1.90%

|

1900‐2000

|109

5.10%

|8.1

|33.5

|18.4

|18.1

|22.6

|25.9

|2

1.80%

|

2000‐2100

|100

4.60%

|6.9

|28|

18.2

|18.1

|22.4

|25.5

|0

0.00%

|

2100‐2200

|63

2.90%

|7.5

|34.6

|18.2

|17.2

|23.9

|27.3

|2

3.20%

|

2200‐2300

|42

2.00%

|10.6

|44.1

|19.7

|18.8

|23.7

|27.3

|1

2.40%

|

2300‐2400

|29

1.30%

|8.1

|27.9

|18.3

|17.9

|24.4

|26.6

|0

0.00%

|

‐‐‐‐|

2151

100.00%

|5.1

|44.1

|17.8

|17.4

|22.6

|25.9

|33

1.50%

|

TD Su


Speed

Statistics by H

our Site 1

Eastbound

Speed

StatHour‐7

8 ‐‐ En

glish (EN

G)

Datasets:

Site:[Site1

Alfred

St Kett] 5

465 Site 1

Alfred

St Ketterin

g A > B

West

Directio

n:

6 ‐ W

est bound A>B

, East bound B>A

. Lane: 0

Survey D

uratio

n:

20:40 24 Jan

uary 2

016 => 1

1:24 02 Feb

ruary 2

016

Zone:

File:Site1

Alfred

St Kett0

2Feb

2016.EC

0 (P

lus)

Iden

tifier:DM88PK6Z M

C56‐L5

[MC55] (c)M

icrocom 19Oct0

4

Algo

rithm:

Factory d

efault (v3

.21 ‐ 1

5275)

Data typ

e:Axle sen

sors ‐ P

aired (C

lass/Speed

/Count)

Profile:

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Inclu

ded

classes:1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13

Speed

range:

5 ‐ 1

00 m

ph.

Directio

n:

East (bound)

Separatio

n:

All ‐ (H

eadway)

Nam

e:Defau

lt Profile

Schem

e:Veh


ro13)

Units:

Non m


ph, lb

, ton)

In profile:

Veh

icles = 2012 / 4

332 (4

6.45%)

�Speed

Statistics by H

our

Speed

StatHour‐7

8

Site:Site1

Alfred

St Kett.0

.0WE

Descrip

tion:

5465 Site 1

Alfred

St Ketterin

g A > B

West

Filter time:

00:00 25 Jan

uary 2

016 => 0

0:00 01 Feb

ruary 2

016

Schem

e:Veh


ro13)

Filter:Cls(1

2 3 4 5 6 7 8 9 10 11 12 13 ) D

ir(E) Sp(5,100) H

eadway(>0

)

Veh

icles = 2012

Posted

speed

limit = 3

0 m

ph, Exceed

ing = 8

(0.40%), M

ean Exceed

ing = 3

3.18 m

ph

Maxim

um = 4

1.8 m

ph, M

inim

um = 5

.1 m

ph, M

ean = 1

5.2 m

ph

85% Sp

eed = 1

9.5 m

ph, 95% Sp

eed = 2

3.0 m

ph, M

edian

= 14.5 m

ph

10 m

ph Pace = 1

0 ‐ 2

0, N

umber in

Pace = 1

548 (7

6.94%)

Varian

ce = 19.02, Stan

dard

Deviatio

n = 4

.36 m

ph

Hour B

ins

Time

|Bin

|Min

|Max

|Mean

|Med

ian|

85%

|95%

|>P

SL|

||

||

||

||

30mph

|

||

||

||

||

|

0000‐0100

|9

0.40%

|14.1

|20|

17.4

|17.2

|19.2

|19.9

|0

0.00%

|

0100‐0200

|3

0.10%

|8.7

|20.4

|15|

15.9

|20.4

|20.4

|0

0.00%

|

0200‐0300

|7

0.30%

|9.1

|34.6

|21.8

|21|

26.4

|34.4

|1

14.30%

|

0300‐0400

|5

0.20%

|6.7

|28.1

|18.1

|15.9

|26.6

|28|

00.00%

|

0400‐0500

|7

0.30%

|6.3

|41.8

|19.6

|19.9

|25.3

|41.8

|1

14.30%

|

0500‐0600

|19

0.90%

|5.8

|23.7

|14.6

|13.9

|18.3

|21.3

|0

0.00%

|

0600‐0700

|11

0.50%

|7.9

|27.1

|16.9

|17.9

|19|

21.3

|0

0.00%

|

0700‐0800

|44

2.20%

|8.8

|24.9

|15.7

|15.7

|19.5

|23|

00.00%

|

0800‐0900

|186

9.20%

|7.6

|27|

14.8

|14.1

|19.5

|22.4

|0

0.00%

|

0900‐1000

|170

8.40%

|6.5

|23.7

|14.1

|14.1

|17.4

|19.9

|0

0.00%

|

1000‐1100

|152

7.60%

|7.8

|26|

15.6

|15.2

|19|

21.9

|0

0.00%

|

1100‐1200

|134

6.70%

|6.2

|23.5

|14.4

|13.9

|18.3

|20.6

|0

0.00%

|

1200‐1300

|179

8.90%

|5.9

|33.2

|14.8

|14.3

|19|

21.5

|1

0.60%

|

1300‐1400

|164

8.20%

|5.1

|24.3

|14.4

|14.3

|18.3

|21|

00.00%

|

1400‐1500

|118

5.90%

|5.2

|30|

15.1

|14.5

|19.7

|21.5

|1

0.80%

|

1500‐1600

|123

6.10%

|6.6

|30.1

|15|

14.3

|19|

22.6

|1

0.80%

|

1600‐1700

|131

6.50%

|7.1

|30.4

|15.7

|15|

20.6

|23.9

|1

0.80%

|

1700‐1800

|124

6.20%

|7.1

|28.8

|16.7

|16.3

|21.7

|24.6

|0

0.00%

|

1800‐ 1900

|129

6.40%

|5.2

|32.9

|16|

15.2

|20.4

|23.3

|2

1.60%

|

1900‐2000

|92

4.60%

|7.4

|28.1

|15.4

|14.3

|19.7

|24.2

|0

0.00%

|

2000‐2100

|72

3.60%

|7.4

|25.2

|16.4

|15.4

|20.8

|24.2

|0

0.00%

|

2100‐2200

|77

3.80%

|6|

29.8

|14.6

|13.6

|18.8

|24.2

|0

0.00%

|

2200‐2300

|37

1.80%

|10.9

|28.6

|17.1

|15.2

|20.8

|25.7

|0

0.00%

|

2300‐2400

|19

0.90%

|7.6

|21|

15.5

|14.3

|19.5

|20.4

|0

0.00%

|

‐‐‐‐|

2012

100.00%

|5.1

|41.8

|15.2

|14.5

|19.5

|23|

80.40%

|



Appendix I

Recorded Accident Data

AccsMap - Accident Analysis System

Police Ref. DateAcc Class LightRoad Surface Time

16/02/2016 Run on: SUMMARY REPORT TRAFFMAP

(36) months

Notes:Montague Street Kettering and Surrounds - In Part. 3 years collision data up to and including the 31st December 2015.

Selection: and Accidents between dates 31/12/201501/01/2013

Grid ReferencesCasualties

Ftl Ser Sl

Causation Factors/ Prob

Ped L M D

Vehicle Types Weather

NK041413 27/02/2013 1538 Serious Light Dry 487190 279001 0 1 0 5 9 5 21 Fine without high windsNK042513 02/03/2013 0135 Slight Dark Dry 486965 278922 0 0 4 405V1A 903V1A

301V1A 0 0 0 9 9 Fine without high winds

NK103313 16/05/2013 1610 Slight Light Dry 487020 278937 0 0 1 802C1A 5 1 9 9 Fine without high windsNK231813 12/10/2013 1450 Slight Light Dry 487237 279027 0 0 1 405V1A 510V1B 0 0 0 9 14 Fine without high windsNK106214 30/04/2014 1908 Serious Light Dry 487272 279032 0 1 0 505V1A 509V1A 6 8 6 9 Fine without high windsNK126214 22/05/2014 0845 Serious Light Wet/Damp 486972 278912 0 1 0 802C1A 804C1A

803C1B 1 1 8 9 Fine without high winds

NK058615 06/03/2015 1530 Slight Light Dry 486957 278793 0 0 1 407V1B 802C1A 805C1B

5 1 2 19 Fine without high winds

NK074715 27/03/2015 1730 Slight Light Dry 487206 278933 0 0 2 302V1A 405V1B 602V1A

0 0 0 9 9 Fine without high winds

NK082515 06/04/2015 1605 Slight Light Dry 486985 278819 0 0 1 307V2B 0 0 0 9 4 Fine without high windsNK149415 11/05/2015 1739 Serious Light Dry 487185 278996 0 1 1 306V1A 501V1A

602V1A 0 0 0 3 9 Fine without high winds

NK210115 09/08/2015 0020 Slight Dark Dry 487227 279015 0 0 1 5 1 6 9 Fine without high windsNK214715 16/08/2015 1200 Slight Light Dry 487235 279018 0 0 1 0 0 0 9 1 Fine without high windsNK220615 27/08/2015 1654 Slight Light Dry 487236 279027 0 0 1 405V1B 310V2B

406V1B 0 0 0 9 1 Fine without high winds

Column Totals

13Total number of accidents listed:

0 4 14

1Northamptonshire County Council Registered to:

AccsMap - Accident Analysis System16/02/2016 Run on: SELECTION RESULTS TRAFFMAP

(36) months



Date Police Ref. Cas. Sev. Cycs Peds Ch OAPs Vis. Manv. Road Cond. Time LocationP2W BY THE JUNC OF A4300 MONTAGU ST AND U7077 THORNGATE ST K NK041413 27/02/2013 1 0 1 1 0 1538 Serious Light No turn Dry 0AT JUNC OF A4300 MONTAGU ST AND A4300 ESKDIALL ST, NK042513 02/03/2013 4 0 0 0 0 0135 Slight Dark No turn Dry 0A4300 MONTAGU STREET 46M N/E OF U6900 VICTRORIA STREET NK103313 16/05/2013 1 0 1 0 0 1610 Slight Light No turn Dry 0JUNC WITH A4300, STAMFORD RD & U7003, BATH RD, KETTERING. NK231813 12/10/2013 1 0 0 0 1 1450 Slight Light No turn Dry 0A4300, MONTAGUE ST, KETTERING.NK106214 30/04/2014 1 0 1 0 0 1908 Serious Light No turn Dry 0JUNC WITH A6900, VICTORIA ST & A4300, MONTAGU ST, KETTERING NK126214 22/05/2014 1 0 1 0 1 0845 Serious Light Left Wet/Damp 0U7071, SCHOOL LANE & A6900, VICTORIA ST JUNC, 30M SW, NK058615 06/03/2015 1 0 1 0 0 1530 Slight Light No turn Dry 0U7077, THORNGATE ST & U7000, ALFRED ST XROADS, KETTERING. NK074715 27/03/2015 2 0 0 0 0 1730 Slight Light No turn Dry 0A6900, VICTORIA ST & U7071, SCHOOL LANE JUNC, KETTERING. NK082515 06/04/2015 1 0 0 0 0 1605 Slight Light No turn Dry 1A4300, MONTAGU ST & U7077, THORNGATE ST JUNC, KETTERING. NK149415 11/05/2015 2 0 0 0 0 1739 Serious Light Right Dry 1A4300, MONTAGU ST & U7003, BATH RD JUNC, KETTERING. NK210115 09/08/2015 1 0 1 0 0 0020 Slight Dark Right Dry 0A4300, MONTAGU ST & U7003, BATH RD JUNC, KETTERING. NK214715 16/08/2015 1 1 0 0 0 1200 Slight Light Right Dry 0U7003, BATH RD & A4300, MONTAGU ST JUNC, KETTERING. NK220615 27/08/2015 1 1 0 0 0 1654 Slight Light Right Dry 0

Column Totals 18 2 6 1 2

13Total number of accidents listed:

No. of Accidents 2 6 1 2 2 2

1Northamptonshire County Council Registered to:

TRAFFMAP INTERPRETED LISTING Run on: 02/ 16/2016AccsMap - Accident Analysis System

(36) months



NK041413 27/02/2013 Time 1538 1 1Vehicles Casualties Serious

Fine without high winds Dry Daylight:street lights present - Pre-2011 None Single carriageway

V1 PARKED UNLOADING GOODS. C1 RUNS ACROSS MONTAGU ST FROM TRESHAM ST TOWARDS THORNGATE ST AND COLLIDES WITH TAILGATE OF V1

Road surface Special Conditions Road Type

Wednesday

6th: 5th: 4th: 3rd: 2nd: 1st:

Confidence: Participant:Causation

Factor:

Occurred on BY THE JUNC OF A4300 MONTAGU ST AND U7077 THORNGATE ST KETTERING

Vehicle Reference Goods >= 7.5 tonnes mgw ParkedNo skidding, jack-knifing or overturning

First point of impact Back Age of Driver Breath test

Vehicle direction Park Parked to

1

39Driver Postcode

Not in restricted lane

Not foreign registered vehicle FRV Journey as part of work JourneyLeft hand drive

Casualty Reference: Age: Pedestrian SeriousSeverity: Male1 10

123Not Applicabl Seatbelt Cycle Helmet

Pedestrian Direction: S School pupil to or from school

1Registered to: Northamptonshire County Council


(36) months



NK042513 02/03/2013 Time 0135 2 4Vehicles Casualties Slight

Fine without high winds Dry Darkness: street lights present and lit None Single carriageway

V1 POLICE V ON CALL WITH BLUE LIGHTS ON TRAVELLING S/B ON ESKDIALL ST. V2 E/B ON MONTAGU ST. V1 GOES THROUGH RED SIGNAL AND COLLIDES WITH V2 ON GREEN


Saturday

Very Likely Very Likely

Vehicle 1Vehicle 1Vehicle 1

Disobeyed automatic traffic signal Emergency vehicle on call Failed to look properly



Factor:

Occurred on AT JUNC OF A4300 MONTAGU ST AND A4300 ESKDIALL ST, KETTERING

Vehicle Reference Car Going aheadNo skidding, jack-knifing or overturning

First point of impact Front Age of Driver Breath test

Vehicle direction N S to

1

32Driver Postcode Unknown


Not foreign registered vehicle FRV Journey as part of work JourneyLeft hand drive

Casualty Reference: Age: Driver/rider SlightSeverity: Male3 32 11 Seatbelt Cycle Helmet



Vehicle direction W E to

2

53Driver Postcode


Not foreign registered vehicle FRV UnknownJourneyLeft hand drive


Casualty Reference: Age: Passenger SlightSeverity: Female2 53 11 Seatbelt Cycle Helmet

Casualty Reference: Age: Passenger SlightSeverity: Male4 27 11 Seatbelt Cycle Helmet



(36) months




Fine without high winds Dry Daylight: no street lighting - Pre-2011 None Single carriageway

PED1 WALKS INTO CARRIAGEWAY COLLIDING WITH V1 TRAVELLING S/W


Thursday

Very Likely Casualty 1Failed to look properly



Factor:

Occurred on A4300 MONTAGU STREET 46M N/E OF U6900 VICTRORIA STREET KETTERING


First point of impact Did not impact Age of Driver Breath test

Vehicle direction NE SWto

1




Casualty Reference: Age: Pedestrian SlightSeverity: Female1 46 Not Applicabl Seatbelt Cycle Helmet

9



(36) months




Fine without high winds Dry Daylight:street lights present - Pre-2011 None Single carriageway

V1 TRAVELLING TOWARDS FROM FORD ST COLLIDES WITH V2 MID-JUNC, V2 TRAVELLING IN INVALID CARRIAGE.


Saturday

Possible Very Likely

Vehicle 1Vehicle 1

Distraction outside vehicle Failed to look properly



Factor:

Occurred on JUNC WITH A4300, STAMFORD RD & U7003, BATH RD, KETTERING.



Vehicle direction SE NW to

1

50Driver Postcode


Not foreign registered vehicle FRV Commuting to/from work JourneyLeft hand drive

Vehicle Reference Other motor vehicle Going aheadNo skidding, jack-knifing or overturning

First point of impact Did not impact Age of Driver Breath test Not requested Vehicle direction SW NEto

2

84Driver Postcode






(36) months




Fine without high winds Dry Daylight: no street lighting - Pre-2011 None Single carriageway

V1 INDICATING LEFT FAILS TO STOP & COLLIDES WITH C1.


Wednesday


Vehicle 1Vehicle 1

Distraction in vehicle Illness or disability, mental or physical



Factor:

Occurred on A4300, MONTAGUE ST, KETTERING.



Vehicle direction NE SEto

1

65Driver Postcode



Casualty Reference: Age: Pedestrian SeriousSeverity: Female1 51 Not Applicabl Seatbelt Cycle Helmet

Pedestrian Direction: SW



(36) months




Fine without high winds Wet/Damp Daylight

None Single carriageway V1 COLLIDES F/N/S WITH C1 ON PEDESTRIAN XING.


Thursday


Casualty 1Casualty 1Casualty 1

Failed to judge vehicles path or speed Wrong use of pedestrian crossing facility Failed to look properly



Factor:

Occurred on JUNC WITH A6900, VICTORIA ST & A4300, MONTAGU ST, KETTERING.

Vehicle Reference Car Turning leftNo skidding, jack-knifing or overturning


Vehicle direction NE S to

1

25Driver Postcode


Unknown FRV Commuting to/from work Journey

No Left hand drive

Casualty Reference: Age: Pedestrian SeriousSeverity: Male1 66 Not Applicabl Not a cyclistSeatbelt Cycle Helmet

Pedestrian Direction: NW



(36) months




Fine without high winds Dry Daylight

None One way street V1 COLLIDES WITH C1.


Friday

Very Likely Possible

Casualty 1Casualty 1Vehicle 1

Dangerous action in carriagewayFailed to look properly Passing too close to cyclist, horse rider or pedestrian



Factor:

Occurred on U7071, SCHOOL LANE & A6900, VICTORIA ST JUNC, 30M SW, KETTERING.

Vehicle Reference Van or Goods <= 3.5 tonnes mgw Going aheadNo skidding, jack-knifing or overturning

First point of impact Nearside Age of Driver Breath test Not requested Vehicle direction NE SWto

1

39Driver Postcode


Unknown FRV Journey as part of work Journey

No Left hand drive

Casualty Reference: Age: Pedestrian SlightSeverity: Male1 24 Not Applicabl Not a cyclistSeatbelt Cycle Helmet

Pedestrian Direction: NE



(36) months





None Single carriageway V1 COLLIDES WITH V2 AT XROADS.


Friday

Possible Very Likely


Careless/Reckless/In a hurry Failed to look properly Disobeyed Give Way or Stop sign or markings



Factor:

Occurred on U7077, THORNGATE ST & U7000, ALFRED ST XROADS, KETTERING.


First point of impact Nearside Age of Driver Breath test

Vehicle direction NE SWto

1



Unknown FRV Commuting to/from work Journey

No Left hand drive

Casualty Reference: Age: Passenger SlightSeverity: Female2 19 Worn and in Not a cyclistSeatbelt Cycle Helmet



Vehicle direction SE NW to

2

46Driver Postcode


Unknown FRV OtherJourney

No Left hand drive

Casualty Reference: Age: Driver/rider SlightSeverity: Female1 46 Worn and in Not a cyclistSeatbelt Cycle Helmet



(36) months





None One way street V1 COLLIDES WITH V2 AT JUNC.


Monday

Possible Vehicle 2Travelling too fast for conditions



Factor:

Occurred on A6900, VICTORIA ST & U7071, SCHOOL LANE JUNC, KETTERING.



Vehicle direction NW SEto

1

54Driver Postcode



No Left hand drive

Vehicle Reference Motorcycle over 125cc and up to 500cc Going aheadNo skidding, jack-knifing or overturning


Vehicle direction NW SEto

2



Unknown FRV UnknownJourney

No Left hand drive

Casualty Reference: Age: Driver/rider SlightSeverity: Female1 37 Not Applicabl Not a cyclistSeatbelt Cycle Helmet



(36) months





None Single carriageway V1 COLLIDES WITH V2 AT JUNC.


Monday



Careless/Reckless/In a hurry Impaired by alcohol Exceeding speed limit



Factor:

Occurred on A4300, MONTAGU ST & U7077, THORNGATE ST JUNC, KETTERING.

Vehicle Reference Motorcycle over 50cc and up to 125cc Going aheadOverturned

First point of impact Front Age of Driver Breath test Not provided (medical) Vehicle direction NW NEto

1

19Driver Postcode



No Left hand drive

Casualty Reference: Age: Passenger SeriousSeverity: Female1 17 Not Applicabl Not a cyclistSeatbelt Cycle Helmet

Casualty Reference: Age: Driver/rider SlightSeverity: Male2 19 Not Applicabl Not a cyclistSeatbelt Cycle Helmet

Vehicle Reference Car Turning rightNo skidding, jack-knifing or overturning

First point of impact Offside Age of Driver Breath test Not requested Vehicle direction NW SEto

2

72Driver Postcode



No Left hand drive



(36) months




Fine without high winds Dry Darkness: street lights present and lit None Single carriageway

V1 COLLIDES WITH C1 AT JUNC.


Sunday



Factor:

Occurred on A4300, MONTAGU ST & U7003, BATH RD JUNC, KETTERING.



Vehicle direction Park Parked to

1

27Driver Postcode



No Left hand drive

Casualty Reference: Age: Pedestrian SlightSeverity: Male1 52 Not Applicabl Not a cyclistSeatbelt Cycle Helmet

Pedestrian Direction: SW



(36) months





None Single carriageway V1 TURNING RIGHT AT JUNC COLLIDES WITH V2 TRAVELLING SW.


Sunday



Factor:

Occurred on A4300, MONTAGU ST & U7003, BATH RD JUNC, KETTERING.


First point of impact Nearside Age of Driver Breath test Driver not contacted Vehicle direction NE SWto

1

Driver Postcode Unknown



No Left hand drive

Vehicle Reference Pedal cycle Going aheadNo skidding, jack-knifing or overturning

First point of impact Front Age of Driver Breath test Driver not contacted Vehicle direction NE SWto

2

40Driver Postcode



No Left hand drive

Casualty Reference: Age: Driver/rider SlightSeverity: Male1 40 Not Applicabl Not knownSeatbelt Cycle Helmet



(36) months





None Single carriageway V1 TURNING LEFT COLLIDES WITH V2 XING C/WAY FROM PAVEMENT.


Thursday

Possible Possible


Failed to judge other persons path or speed Cyclist entering road from pavement Failed to look properly



Factor:

Occurred on U7003, BATH RD & A4300, MONTAGU ST JUNC, KETTERING.



Vehicle direction SW NEto

1

57Driver Postcode



No Left hand drive

Vehicle Reference Pedal cycle Going aheadNo skidding, jack-knifing or overturning

First point of impact Front Age of Driver Breath test Not requested Vehicle direction SW NEto

2

20Driver Postcode



No Left hand drive

Casualty Reference: Age: Driver/rider SlightSeverity: Male1 20 Not Applicabl Not knownSeatbelt Cycle Helmet



(36) months



Accidents involving:

Motor vehicles only (excluding 2-wheels)

2-wheeled motor vehicles

Pedal cycles

Total

Fatal Serious Slight Total

Casualties:

Vehicle driver

Passenger

Motorcycle rider

Cyclist

Pedestrian

Total

Fatal Serious Slight Total

13

6 3 0 9

2 1 1 0

0 0 2 2

0 4 9

0 0 4 4

0 1 3 4

0 0 2 2

0 0 2 2

0 3 3 6

18 14 0 4

Horses & other

Other

0 0 0 0

0 0 0 0


the william knibb centre montagu street kettering … · 2017. 2. 14. · telephone: 01933 440024...

Documents