Ashton Road TA

Ashton Road, Oundle

Transport Assessment December 2017 Project No. 17220-01

Prepared for: Prepared by: Persimmon – Charles Church Markides Associates 9th floor The Tower Building 11 York Road London SE1 7NX United Kingdom +44 (0)20 7442 2225 http://markidesassociates.co.uk

Copyright 2017 Markides Associates Ltd. The concepts and information contained in this document are the property of Markides Associates. Use or copying of this document in whole or in part without the written permission of Markides Associates constitutes an infringement of copyright.

Limitation: This report has been prepared on behalf of, and for the exclusive use of the client of Markides Associates, and is subject to, and issued in accordance with, the provisions of the contract between the client and Markides Associates. Markides Associates accepts no liability or responsibility whatsoever for, or in respect of, any use of, or reliance upon, this report by any third party.

Ashton Road, Oundle

CONTENTS

1. INTRODUCTION ...... 4 2. PLANNING HISTORY ...... 5 3. EXISTING TRANSPORT CONDITIONS...... 7 4. PROPOSED DEVELOPMENT ...... 10 5. TRAFFIC IMPACT ...... 11 6. SUMMARY AND CONCLUSIONS ...... 15

TABLES

Table 3.1: Bus Service Frequencies and Routes ...... 8 Table 3.2: Local Facilities...... 9 Table 5.1: Weekday AM and PM TRICS Rates and Vehicle Trip Generation ...... 11 Table 5.2: Method of Travel to Work for Workplace Population ...... 12 Table 5.3: Multi-Modal Assessment ...... 12 Table 5.4: Summary of Junction Assessment RESULTS from Previous TA ...... 13

FIGURES Figure 1.1 – Site Location Plan Figure 3.1 – Sustainable Accessibility Plan Figure 3.2 – Social Infrastructure Plan

APPENDICES Appendix A – Previously submitted TA (July 2013) Appendix B – Bus Timetables Appendix C – East Northamptonshire Cycle Map Appendix D – Accident Data Appendix E – TRICS Output

3 Ashton Road, Oundle

1. INTRODUCTION 1.1 Markides Associates (MA) have been commissioned by Persimmon – Charles Church to provide highways and transportation advice to support an application for a residential development of 45 dwellings on land to the east of St. Christopher’s Drive in Oundle, Northamptonshire. 1.2 This Transport Assessment (TA) has been prepared to provide details of the proposed development and includes a review of the sustainable accessibility of the site and the predicted trip generation of the proposed development. 1.3 A site location plan is included as Figure 1.1. 1.4 This report is structured as follows:

• Section 2 describes the planning history relating to the development site

• Section 3 describes the existing conditions at the site including consideration of the surrounding highway network and sustainable accessibility

• Section 4 sets out the development proposals

• Section 5 considers the traffic generation and impact of the proposed development

• Section 6 then provides a summary and conclusions

4 Ashton Road, Oundle

2. PLANNING HISTORY 2.1 A previous application (Appn. Ref. 13/01245/OUT) was submitted in July 2013, applying for outline permission to develop not only the site area now being considered but also additional land to the south east, with the proposal being for a residential development of up to 95 dwellings and access being proposed via St. Christopher’s Drive. 2.2 The application was refused planning permission at Planning Committee in October 2013. The decision notice cited the single reason for refusal as being that: “The proposal would result in new housing development on unallocated greenfield land outside the settlement boundary of Oundle without adequate justification. The Council is able to demonstrate a deliverable five year housing land supply and as such the development is contrary to Policies 1 and 2 of the Rural North, Oundle and Thrapston Plan and the National Planning Policy Framework, which requires that applications for planning permission must be determined in accordance with the development plan unless material considerations indicate otherwise.” 2.3 Subsequently the application went to appeal (Appeal Ref: APP/G2815/A/13/2209113). An Inquiry was held in June/July 2014 with the result that the appeal was dismissed. The appeal decision confirmed that the Council was able to demonstrate a five year supply of deliverable housing sites with the proposed development conflicting with Policies 1 and 2 of the Rural North, Oundle and Thrapston Plan (adopted 2011). 2.4 In terms of the Local Highway Authority (Northamptonshire County Council), the Development Control Committee Report confirms that, in relation to the previous (revised) Transport Assessment (TA), dated July 2013 and prepared by Woods Hardwick Infrastructure LLP, there was no objection to the content of the TA. 2.5 The Local Highway Authority were satisfied that the existing infrastructure could accommodate the additional traffic generated by the proposal. The Local Highway Authority were also satisfied that the TA concluded that the proposal would not result in a detrimental impact on highway safety and it was acknowledged that there was a choice of travel modes available to residents of the proposed development. 2.6 Furthermore, the Local Highway Authority in their comments as part of the Development Control Committee Report, acknowledged that the TA “proves that there would be no detrimental impact on the highway network as a result of the proposal and that the cumulative impact of the development cannot be considered severe”. 2.7 The previously submitted TA provided a comprehensive assessment through considering: • the sustainable accessibility of the site (walking, cycling and public transport) • the accessibility to existing facilities within Oundle • AM and PM weekday peak hour trip generation of the proposed development • consideration of the trip generation of allocated housing sites in Oundle • consideration of the trip generation of committed development at the time • capacity assessments (up to the year 2021) at 9 junctions in Oundle

5 Ashton Road, Oundle

• the most recent 3 years’ worth of accident data for the local road network 2.8 A full copy of the previously submitted TA is attached as Appendix A. 2.9 This TA goes on to provide an up to date review of the sustainable accessibility of the site and details of the development now being proposed. A revised trip generation (TRICS based) assessment is also provided. Further reference is also made to the previously submitted TA in terms of junction capacity assessments and the previous comments of the Local Highway Authority in relation to traffic impact.

6 Ashton Road, Oundle

3. EXISTING TRANSPORT CONDITIONS 3.1 This section outlines the existing highway network and transport provision in the vicinity of the site, including accessibility by sustainable travel modes. Local Area 3.2 The proposed development site is currently agricultural land and the proposal is to develop part of this land for the provision of 45 dwellings. To the north west of this land lies an existing residential development. A bridleway runs along the north-eastern side of the site within the site boundary, beyond which lies an area of light industrial/office use (The Nene Valley Business Park). The A605 runs along the eastern side of the site, with Prince William School and associated sports fields being along the south-western side of the site. Local Highway Network 3.3 The proposed development site would be served through the continuation of St. Christopher’s Drive into the site. St. Christopher’s Drive serves the existing residential area to the north west and is approximately 5.6m wide with 1.8m wide footways on either side. St. Christopher’s Drive becomes Sutton Road to the north-west, with a number of side roads leading off these roads serving the existing residential area which comprises approximately 90 dwellings. 3.4 Vehicle access into the Sutton Road / St Christopher’s Drive residential area (and the proposed development) is from Ashton Road to the north. To the south east of Sutton Road, Ashton Road provides vehicle access to 3 dwellings before it becomes a bridleway. All vehicle movements between Ashton Road and Sutton Road are therefore effectively right- in/left-out with little in the way of opposing movements. 3.5 Some 250m to the north-west, Ashton Road meets East Road by means of a 3-arm mini- roundabout. The southern East Road arm provides a route towards the centre of Oundle via a priority junction with St. Osyths Lane. This route, via the Market Place and the A427 provides a route out of the west side of Oundle in the direction of Corby. The northern East Road arm passes Laxton Junior School and a number of commercial outlets before meeting the A427 to the northern side of the centre of Oundle, via a priority junction. 3.6 The A427 North Street/Station Road then joins the A605 via a roundabout to the north-east of the centre of Oundle and approximately 1.1km north of the proposed development site. The A605 provides a bypass around the eastern side of Oundle. It connects with the A1(M) to the west of Peterborough approximately 12km to the north-east and provides a route towards Thrapston, Wellingborough, Kettering and Northampton in the south-west. Bus Services 3.7 The nearest bus stops are approximately 850m from the centre of the site and are located in the centre of Oundle in the Market Place area. Shelters and timetable information are provided. The Table below provides a summary of bus services and frequencies available from these stops, whilst full timetable information is included at Appendix B.

7 Ashton Road, Oundle

TABLE 3.1: BUS SERVICE FREQUENCIES AND ROUTES Bus Frequency (mins) Route No. Weekday Sat Sun Evening Peterborough – Orton Mere – Lynch 60 until 24/X4 60 60 - Wood – Elton – Warmington - Oundle ~2100 Burton Latimer – Irthlingborough – 1 bus each 206 - - - Thrapston – Oundle - Peterborough way on Thu

3.8 Based on the information presented above, Peterborough is the principal destination served by buses operating through Oundle. In relation to this, 2011 Census data shows that 33% of residents of the Oundle area travel between 10km and 30km to get to work. Much of this travel is likely to be related to Peterborough, which lies roughly between 15km and 25km from the centre of Oundle. On this basis, the bus is likely to represent a suitable option for travel to work for a good proportion of the population of Oundle. 3.9 Additionally, 2011 Census data shows that 35% of residents of the Oundle area travel less than 10km to work. This is most likely to mean working in Oundle itself, given the nature of the surrounding area and, on this basis, this suggests there is potential for walk-based and cycle-based trips relating to travel to work patterns. Cycle provision 3.10 The roads in immediate proximity to the site, notably St. Christopher’s Drive, Sutton Road and Ashton Road were shown in the previous Transport Assessment to be lightly trafficked due to the limited development they serve and are therefore more conducive to cycling. These roads (including the southern part of East Road) are therefore likely to provide a suitable cycling route between the site and the centre of Oundle, with this being confirmed on the East Northamptonshire Cycle Map, included at Appendix C. 3.11 In addition, the centre of Oundle has a 20mph speed limit providing for a lower speed environment which is attractive for cycling in. Therefore, it is reasonable to assume cycle trips between the site and the rest of Oundle could be made for shopping, personal business and education purposes. 3.12 To the north of the site, Ashton Road at its eastern end becomes a bridleway, with this forming a loop to the east of the A605 and connecting with Herne Road to the south of the site. This offers potential for cycling leisure trips. Walking Routes 3.13 Footways are provided on both sides of St. Christopher’s Drive and it is proposed that footway provision within the proposed development site would connect with these existing footways. 3.14 A footway is present along the southern side of Ashton Road and this connects with more comprehensive footway provision closer to the centre of Oundle, providing pedestrian access to local facilities. 3.15 Figure 3.1 included at the end of this document provides an illustration of walking and cycling routes within the Oundle area, as well as showing the location of bus stops.

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Local Facilities 3.16 The proposed development site is within a suitable walking and cycling distance of a range of facilities within Oundle, including a walking distance of approximately 850m between the centre of the site and Oundle Market Place. 3.17 The Table below provides a list of these facilities and their distance from the centre of the site, whilst Figure 3.2 included at the end of this document provides an illustration of the location of these facilities.

TABLE 3.2: LOCAL FACILITIES Facility Distance Laxton Junior School 750m Waitrose Oundle 950m Oundle School 1000m Oundle C of E Primary School 2500m Oundle Surgery 1600m Oundle Library 1600m Market Place (shops, banks, restaurants) 850m Co-op Oundle 775m Prince William School 1300m

3.18 The Table above and Figure 3.2 show the proximity of the site to a range of facilities in Oundle. These can be considered to be within a suitable walking or cycling distance of the site, whilst it is worth noting that for the East Northamptonshire Middle Layer Super Output Area (MSOA) within which Oundle is located, the 2011 Census data shows that 14.2% of those who travel to work, travel on foot, with 4.2% travelling by bicycle. 3.19 In terms of the facilities which exist within Oundle, the previously submitted TA (attached as Appendix A) provides additional details of the facilities which exist. Accident Data 3.20 The previously submitted TA showed that in the three years up to the end of February 2013 there had been no recorded accidents along Ashton Road, Sutton Road or St. Christopher’s Drive and that no vulnerable road users had been involved in any recorded incidents at the Ashton Road/East Road junction or any road in the periphery of the site. 3.21 To provide a more up to date assessment, reference has been made to crashmap.co.uk which includes the most recent information available for the year 2017. Reference to this information has shown that the same situation applies, in that there have been no recorded accidents in close proximity to the site, with the nearest accidents over the last 5 years being 6 accidents recorded in the centre of Oundle in the vicinity of the Market Place. This information is presented in Appendix D.

9 Ashton Road, Oundle

4. PROPOSED DEVELOPMENT Development 4.1 The proposal is for a development to provide 45 dwellings. Vehicular access to the site would be provided through the continuation of St. Christopher’s Drive into the site to the east, including continuation of the existing footpaths on either side of St. Christopher’s Drive into the site. 4.2 It is envisaged that further details on the nature of the access proposals would form part of a subsequent reserved matters application, rather than being considered at this outline application stage. At the reserved matters stage, information would be provided in relation to vehicle swept path analysis and servicing arrangements. Details on car parking provision would also be provided, referencing relevant car parking standards for residential development. These are given as the following within the East Northamptonshire District Local Plan (1996): • 1 bedroom dwelling – 1 space plus minimum 25% visitors’ parking in areas which are remote from public transport • 2-3 bedrooms – 2 spaces • 4+ bedrooms - 3 spaces

10 Ashton Road, Oundle

5. TRAFFIC IMPACT Trip Generation 5.1 The previously submitted TA referenced the TRICS database to provide an assessment of the peak hour trip generation of the proposed development. This is replicated in the Table below, on the basis of the previously proposed 95 dwellings. The latest version of the TRICS database has also been referenced with updated trip generation predictions being provided, on the basis of the 45 dwellings now being proposed. 5.2 In undertaking this exercise reference has been made to ‘Houses Privately Owned’ within the ‘Residential’ land use category in TRICS. Reference has also been made to sites of a similar scale to that being proposed in Oundle, as well as sites in the East Midlands region in ‘Suburban’, ‘Edge of Town’ and ‘Neighbourhood Centre’ locations (as assumed with the previously submitted TA), with these being deemed to be compatible with the site location in Oundle. Relevant available data from surveys between 2005 and 2015 has been selected to provide a suitable sample size. 5.3 Full TRICS Output is provided in Appendix E.

TABLE 5.1: WEEKDAY AM AND PM TRICS RATES AND VEHICLE TRIP GENERATION AM Peak Hour PM Peak Hour (08:00-09:00) (17:00-18:00) In Out Total In Out Total Previously submitted TA Vehicle Trip Rates 0.159 0.381 0.540 0.422 0.289 0.711 Previous TA Vehicle Trip Gen (95 houses) 15 36 51 40 27 68 Updated Vehicle Trip Rates 0.155 0.380 0.535 0.416 0.279 0.695 Vehicle Trip Generation (45 houses) 7 17 24 19 13 31 Net Vehicle Trip Generation Difference1 -8 -19 -27 -21 -14 -37

5.4 The previous and updated vehicle trip rates presented above are very similar. With the reduced size of scheme (45 dwellings) being proposed as part of this application, the Table above confirms a lower predicted level of traffic generation of 27 fewer vehicles in the AM peak hour and 37 fewer vehicles in the PM peak hour. 5.5 As would be expected, the predicted traffic generation for the development now being proposed is approximately half of the level of traffic generation of the previously proposed development and for which Northamptonshire County Council Highways considered that “that there would be no detrimental impact on the highway network as a result of the proposal and that the cumulative impact of the development cannot be considered severe”. 5.6 To provide a multi-modal assessment of the predicted trip generation of the proposed development, reference has initially been made to 2011 Census data. Referencing method of travel to work information for the mid-layer super output area (MSOA) in which the site is located, the Table below summarises the mode split for those travelling to work.

1 Net difference numbers may not add up due to rounding

11 Ashton Road, Oundle

TABLE 5.2: METHOD OF TRAVEL TO WORK FOR WORKPLACE POPULATION Mode Workday Population Train 0% Bus, minibus or coach 2% Motorcycle 1% Driving a car 72% Passenger in car 7% Bicycle 4% On Foot 14% Total 100%

5.7 The Table above reflects the rural nature of Oundle with reference to the surrounding area. However, it is noticeable, as previously stated, that a considerable proportion (14%) travel to work on foot. 5.8 Using the vehicle trip rates and the Census based modal split percentages provided above, the Table below provides details of the predicted trip levels by mode in the peak hours.

TABLE 5.3: MULTI-MODAL ASSESSMENT AM Peak Hour PM Peak Hour Mode (08:00-09:00) (17:00-18:00) In Out Total In Out Total Train 0 0 0 0 0 0 Bus, minibus or coach 0 1 1 1 0 1 Motorcycle 0 0 0 0 0 0 Driving a car 7 17 24 19 13 31 Passenger in car 1 2 2 2 1 3 Bicycle 0 1 1 1 1 2 On Foot 1 3 5 4 3 6 Grand Total (NB. Figures may not add up 9 24 33 27 18 43 due to rounding)

Trip Distribution 5.9 The previously submitted TA distributed the proposed development traffic according to observed turning proportions at each of the nine junctions in the study area. An alternative approach would be to reference Census ‘Location of usual residence and place of work’ information in determining traffic distribution. However, given the previously highlighted low level of traffic generation resulting from the proposals, this exercise has not been undertaken. Junction Capacity Assessment 5.10 The previously submitted TA considered the traffic impact at 9 junctions within Oundle, these being: • Glapthorn Road/Hillfield Road 3-arm priority junction

12 Ashton Road, Oundle

• Market Place/New Street/West Street 3-arm priority junction • North Street/St. Osyths Lane/Market Place 3-arm priority junction • St. Osyths Lane/East Road/South Road 3-arm priority junction • South Road/Herne Road 3-arm priority junction • Mill Road/South Road 3-arm priority junction • East Road/Ashton Road 3-arm roundabout • North Street/East Road/Blackpot Lane 4-arm priority junction • A605/A427 Station Road/Nene Way 4-arm roundabout 5.11 Assessments of these junctions were undertaken as part of the previously submitted TA, on the basis of the current situation at the time and a future year of 2021. Weekday AM and PM peak hour assessments were undertaken for a typical weekday and a market day. Assessments also took account of committed development at the time in the form of: • Ashton Road/Herne Road 180 dwellings housing allocations • Dairy Farm site 20 dwellings housing allocation • Glapthorn Road 80 dwellings housing allocation • Waitrose Foodstore on land off East Road 5.12 Full summaries of the results of the capacity assessments are provided at paragraph 4.37 of the previously submitted TA, with the details junction modelling output being provided in Appendix I of the previously submitted TA. The priority junctions were assessed using PICADY 5 and the roundabouts were assessed using ARCADY 7. In considering the output of these assessments a roundabout or priority junction is generally considered to be above its operational capacity when the ratio of flow to capacity (RFC) exceeds 0.85. 5.13 Rather than replicating all of the junction capacity assessment output presented in the previously submitted TA, the Table below presents the 2021 maximum RFCs predicted at each junction, with and without the addition of the proposed (95 dwellings) development traffic.

TABLE 5.4: SUMMARY OF JUNCTION ASSESSMENT RESULTS FROM PREVIOUS TA 2021 Base + Committed 2021 Base + Committed Junction Development + 95 Dwellings AM PM AM PM Glapthorn Road/Hillfield Road 0.41 0.25 0.41 0.25 Market Place/New Street/West Street 0.47 0.47 0.47 0.48 North Street/St Osyths Lane/Market Pl. 0.55 0.66 0.58 0.69 St Osyths Lane/East Road/South Road 0.35 0.47 0.38 0.48 South Road/Herne Road 0.36 0.40 0.38 0.41 Mill Road/South Road 0.29 0.26 0.29 0.26 East Road/Ashton Road 0.19 0.22 0.21 0.25 North Street/East Road/Blackpot Lane 0.71 0.70 0.77 0.74 A605/A427 Station Road/Nene Way 0.74 0.54 0.75 0.54

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5.14 The results summarised above and presented in the previously submitted TA demonstrate that: • for the year 2021 all of the assessed junctions were predicted to operate well within capacity for the assessed weekday and market day AM and PM peak hours without the addition of the proposed development traffic. • for the year 2021 all of the assessed junctions are predicted to operate well within capacity for the assessed weekday and market day AM and PM peak hours with the addition of the proposed development traffic. • the difference between ‘with’ an ‘without’ junction modelling outputs is minimal in terms of predicted queue lengths and RFC values (Ratio of Flow to Capacity) 5.15 As a result of this analysis, the Local Highway Authority agreed that “that there would be no detrimental impact on the highway network as a result of the proposal and that the cumulative impact of the development cannot be considered severe”. 5.16 Given the minimal impact of a 95 dwelling residential development has already been demonstrated and accepted and the reduced (45 dwelling) scale of development now being proposed, it can be reliably stated that the impact of this proposed development would be even lower and it is considered that this therefore removes the need to revisit junction capacity assessments.

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6. SUMMARY AND CONCLUSIONS 6.1 This TA has been prepared by Markides Associates to consider the transport implications of the residential development of 45 dwellings on land to the east of St. Christopher’s Drive in Oundle. 6.2 A previous application for a larger development of 95 dwellings on a wider area of the site now being considered was submitted in July 2013. The application was refused, appealed and dismissed due to the Council being able to demonstrate a five year supply of deliverable housing sites, with the proposed development conflicting with Policies 1 and 2 of the Rural North, Oundle and Thrapston Plan (adopted 2011). 6.3 The Local Highway Authority were satisfied that the existing infrastructure could accommodate the additional traffic generated by the proposal. The Local Highway Authority were also satisfied that the TA concluded that the proposal would not result in a detrimental impact on highway safety and it was acknowledged that there was a choice of travel modes available to residents of the proposed development. 6.4 Furthermore, the Local Highway Authority in their comments as part of the Development Control Committee Report, acknowledged that the TA “proves that there would be no detrimental impact on the highway network as a result of the proposal and that the cumulative impact of the development cannot be considered severe”. 6.5 In considering a reduced scale of development of 45 dwellings, this TA has provided an updated assessment of the existing transport conditions, demonstrating that: • there is a realistic choice of travel modes available to potential residents of the site • there are a range of facilities available within Oundle which would be accessible either by walking or cycling modes • the most recent accident record shows no recorded accidents over the last 5 years in close proximity to the site. 6.6 The TA has gone on to provide an updated assessment of the traffic generation of the proposed development. More recent TRICS vehicle trip generation information has been referenced and confirmed a level of vehicle trip generation approximately 50% of that associated with the previously proposed 95 dwelling scheme and which was deemed to be acceptable in highways terms. 6.7 Following a multi-modal transport assessment, the TA has made reference to junction assessments undertaken as part of the previously submitted TA. Reference to these has confirmed the limited traffic impact of the previously proposed scheme. 6.8 Given the reduced size of development now being proposed, the predicted traffic impact will be lower than that associated with the scheme previously deemed to be acceptable in terms of traffic impact. On this basis, it is considered that the proposed development of 45 dwellings is acceptable in traffic impact terms, whilst also offering opportunities for sustainable travel.

15 Ashton Road, Oundle

FIGURES Figure 1.1 – Site Location Plan Figure 3.1 – Location of Facilities Figure 3.2 – Sustainable Access Facilities

Legend SITE LOCATION

NTS NOV '17 KS ASHTON ROAD, OUNDLE PERSIMMON-CHARLES CHURCH KS PT PT SITE LOCATION PLAN 17220-01 FIGURE 1.1 Legend SITE LOCATION BUS STOPS BUS ROUTES FOOTWAY BRIDLEWAY BUSY ROADS MOSTLY LOWER SPEEDS 24,206,X4 MODERATE TRAFFIC USUALLY LOW SPEEDS CYCLE PARKING

NTS NOV '17 KS ASHTON ROAD, OUNDLE PERSIMMON-CHARLES CHURCH KS PT PT SUSTAINABLE ACCESSIBILITY PLAN 17220-01 FIGURE 3.1 OUNDLE C OF E Legend PRIMARY SCHOOL SITE LOCATION FOOD RETAIL SCHOOL-EDUCATION LIBRARY HOSPITAL-MEDICAL PRACTICE MARKET PLACE

OUNDLE MEDICAL PRACTICE OUNDLE LIBRARY WAITROSE OUNDLE

LAXTON JUNIOR SCHOOL OUNDLE SCHOOL

CO-OP OUNDLE

PRINCE WILLIAM SCHOOL

NTS NOV '17 KS ASHTON ROAD, OUNDLE PERSIMMON-CHARLES CHURCH KS PT PT SOCIAL INFRASTRUCTURE PLAN 17220-01 FIGURE 3.2 Ashton Road, Oundle

APPENDIX A: PREVIOUSLY SUBMITTED TA (JULY 2013)

Ashton Road, Oundle

APPENDIX B: BUS TIMETABLES

Peterborough Orton Waterville Oundle 23 24

MONDAYS TO FRIDAYS except Public Holidays 23 23 X4 24 23 24 23 24 23 24 23 24 23 24 23 24 23 24 Hol Peterborough Queensgate bay 15 0640 0710 0740 0755 0825 0910 0940 1010 1040 1110 1140 1210 1245 1315 1346 1412 1452 1605 Oundle Road Bakers Lane x x x 0802 x 0918 x 1018 x 1118 x 1218 x 1323 x 1420 x 1613 Thorpe Road The Gables 0644 0714 0743 x 0829 x 0943 x 1043 x 1143 x 1248 x 1349 x 1456 x Orton Mere 0647 0717 0810 0839 0921 0947 1021 1047 1121 1147 1221 1252 1326 1353 1423 1501 1616 Orton Waterville Oundle Road 0924 0949 1024 1049 1124 1149 1224 1254 1329 1355 1427 1502 1620 Orton Waterville Church Drive 0926 0951 1026 1051 1126 1151 1226 1256 1331 1357 1429 1504 1622 Lynch Wood Marriott Hotel 0652 0722 0756 0818 0844 0933 1033 1133 1233 1338 1436 1629 Alwalton lay-by 0757 0938 1038 1138 1238 1343 1441 1634 Elton opp garage 0803 0943 1043 1143 1243 1348 1449 1639 Warmington Big Green 0812S 0949 1049 1149 1249 1354 1455 1645 Oundle New Road x 0954 1054 1154 1254 1359 1500 1650 Oundle Market Place 0820 0957 1057 1157 1257 1402 1503 1653

MONDAYS TO FRIDAYS except Public Holidays 24 23 24 23 23 X4 23 X4 X4 Sch Peterborough rail station 1830 1954 Peterborough Queensgate bay 15 1605 1620 1745 1800 1830 1840 1900 1959 2047 Oundle Road Bakers Lane 1617 x x x x x x x x Thorpe Road The Gables x 1624 1753 1804 1834 1844 1904 2002 2049 Orton Mere 1620 1627 1757 1807 1837 1907 Sch runs on school days only Orton Waterville Oundle Road 1623 1800 Hol runs during school holidays only Orton Waterville Church Drive 1625 1802 S serves Warmington Services at Lynch Wood Marriott Hotel 1634 1632 1806 1812 1842 1851 1912 2010 2057 this time - not Big Green Alwalton lay-by 1636 1808 1852 2011 2058 Elton opp garage 1641 1814 1858 2017 2104 Warmington Big Green 1647 1820 1901S 2020S 2107S Oundle New Road x 1825 x x x Oundle Market Place 1655 1828 1907 2026 2113

starts at Peterborough Kings Sch at 1555. Continues to Stoke Doyle 1659, Wadenhoe 1704, Aldwincle 1707, Islip 1715 & Thrapston 1717 23 & 24 Saturday service to Peterborough continues overleaf:

Oundle Orton Waterville Peterborough 23 24

MONDAYS TO FRIDAYS except Public Holidays X4 24 24 23 24 23 24 23 24 23 24 23 24 23 24 24 23 24 Sch Sch Oundle Market Place 0655 0708 0853 0953 1053 1153 1300 1405 1648 Warmington Big Green 0700S 0719 0901 1001 1101 1201 1308 1413 1656 Elton Black Horse 0706 0723 0907 1007 1107 1207 1314 1419 1702 Alwalton lay-by 0712 0733 0913 1013 1113 1213 1320 1425 1708 Lynch Wood Marriott Hotel 0713 0735 0824 0914 1014 1114 1214 1321 1426 1512 1637 1709 Orton Waterville Oundle Road 0739 0828 0849 0918 0949 1018 1049 1118 1149 1218 1254 1323 1355 1428 1711 Orton Waterville Church Drive 0741 0830 0851 0920 0951 1020 1051 1120 1151 1220 1256 1327 1357 1432 1715 Orton Mere 0750 0835 0855 0924 0955 1024 1055 1124 1155 1224 1300 1331 1401 1436 1524 1645 1730 Thorpe Road The Gables 0724 x x 0901 x 1001 x 1101 x 1201 x 1306 x 1404 x x 1649 x Oundle Road Bakers Lane x 0755 0839 x 0929 x 1029 x 1129 x 1229 x 1336 x 1441 1527 x 1734 Peterborough Queensgate bay 15 0727 0802 0848 0906 0936 1006 1036 1106 1136 1206 1236 1311 1343 1409 1448 1534 1654 1742 Peterborough rail station 0732

this journey starts at Thrapston High St 0645, running via Islip runs via Nene Park Academy at Church 0647, Aldwincle Village Shop 0655, Wadenhoe Green 0658 1520 & Stoke Doyle Shuckburgh Arms 0703

additionally on school days, serves Bakers Lane 0756, Queensgate bay 15 at 0805 and continues to Peterborough Kings School at 0815

Additional Monday to Friday Thrapston to Oundle journey MONDAYS TO FRIDAYS except Public Holidays This journey leaves Thrapston High Street at 0930, 24 23 23 23 23 X4 running via Islip Church 0932, Aldwincle Village Shop Hol 0939, Wadenhoe Green 0942, Stoke Doyle Shuckburgh Oundle Market Place 1658 2010 Arms 0947 and arriving Oundle Market Place 0952. You Warmington Big Green 1706 2015S can then connect to the 0953 Oundle to Peterborough Elton Black Horse 1712 2021 journey. Alwalton lay-by 1718 2027 Lynch Wood Marriott Hotel 1719 1737 1812 1842 1912 2028 Orton Waterville Oundle Road 1723 Orton Waterville Church Drive 1725 Sch runs on school days only Orton Mere 1730 1747 1822 1852 1922 Hol runs during school holidays only Thorpe Road The Gables x 1750 1825 1855 1925 2032 S serves Warmington Services at Oundle Road Bakers Lane 1734 x x x x x this time - not Big Green Peterborough Queensgate bay 15 1742 1755 1830 1900 1930 2044 Peterborough rail station (2039) (...) serves this point out of sequence 23 & 24 Saturday service to Peterborough continues overleaf: what to do if things go wrong.... want to check times & fares We do our best to meet your expectations, but occasionally things go Sometimes we need to update our times & fares. If you haven’t used wrong. If you feel we have failed you in some way please tell us about this bus service for a while, just phone to check this leaflet is up to it. Contact details are on the back of this leaflet. If you are unhappy date. We’ll send you a new one if necessary. The phone number is on with our response, this independent body will review complaints: the back page. Bus Appeals Body, Terminal House, Shepperton, TW17 8AS Peterborough Orton Waterville Oundle 23 24

SATURDAYS X4 23 24 23 24 24 23 24 23 24 23 24 23 24 24 X4 X4 X4 Peterborough rail station 1830 1935 Peterborough Queensgate bay 15 0740 0835 0910 0950 1010 1115 1146 1215 1250 1325 1351 1425 1501 1607 1745 1840 1940 2047 Oundle Road Bakers Lane x x 0918 x 1018 1123 x 1223 x 1333 x 1433 x 1615 x x x x Thorpe Road The Gables 0743 0838 x 0954 x x 1149 x 1254 x 1354 x 1505 x 1753 1844 1944 2049 Orton Mere 0842 0921 0957 1021 1126 1153 1226 1257 1336 1358 1436 1510 1618 1757 Orton Waterville Oundle Road 0924 0958 1024 1129 1155 1229 1258 1339 1400 1439 1512 1622 1800 Orton Waterville Church Drive 0926 1000 1026 1131 1157 1231 1300 1341 1402 1441 1514 1624 1802 Lynch Wood Marriott Hotel 0756 0847 0933 1033 1138 1238 1348 1448 1631 1806 1851 1951 2057 Alwalton lay-by 0757 0938 1038 1143 1243 1353 1453 1636 1808 1852 1952 2058 Elton opp garage 0803 0943 1043 1148 1248 1358 1458 1641 1814 1858 1958 2104 Warmington Big Green 0812S 0949 1049 1154 1254 1404 1504 1647 1820 1901S 2001S 2107S Oundle New Road x 0954 1054 1159 1259 1409 1509 1652 1825 x x x Oundle Market Place 0820 0957 1057 1202 1302 1412 1512 1655 1828 1907 2007 2113

Oundle Orton Waterville Peterborough 23 24

SATURDAYS X4 24 23 24 23 24 24 23 24 23 24 23 24 23 24 X4

Oundle Market Place 0655 0715 0848 1000 1100 1205 1305 1415 1658 2010 Warmington Big Green 0700S 0724 0856 1008 1108 1213 1313 1423 1706 2015S Elton Black Horse 0706 0730 0902 1014 1114 1219 1319 1429 1712 2021 Alwalton lay-by 0712 0737 0908 1020 1120 1225 1325 1435 1718 2027 Lynch Wood Marriott Hotel 0713 0738 0909 1021 1121 1226 1326 1436 1719 2028 Orton Waterville Oundle Road 0742 0849 0913 0958 1025 1125 1155 1230 1258 1330 1400 1440 1512 1723 Orton Waterville Church Drive 0744 0851 0915 1000 1027 1127 1157 1232 1300 1332 1402 1442 1514 1725 Orton Mere 0750 0855 0919 1004 1031 1131 1201 1236 1304 1336 1406 1446 1518 1730 Thorpe Road The Gables 0724 x 0901 x 1007 x x 1207 x 1307 x 1409 x 1521 x 2032 Oundle Road Bakers Lane x 0755 x 0924 x 1036 1136 x 1241 x 1341 x 1451 x 1734 x Peterborough Queensgate bay 15 0727 0802 0906 0931 1012 1043 1143 1212 1248 1312 1348 1414 1458 1526 1742 2044 Peterborough rail station 0732 (2039)

(...) serves this point out of sequence to know... i need

save

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. time s

c o a c h b u s .c om bus times 08457 48 49 50 rail times @StagecoachMids twitter www. stagecoachbus.com website stagecoachbus.com midlands.disabilityhelpdesk@ 01604 67 60 disability helpdesk [email protected] 01604 67 60 Corby, NN17 1JU Station Road Stagecoach customer services Northampton Gate bus station, North travel shop c a l y c h o a r g u l s r

c p e o h . s t o 1 n e 2

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t a c e (calls charged at local rate) (calls charged at local rate) p c e l u s s answered at

from 3rd September 2017 bus Peterborough Orton Waterville Oundle 23 24 206

Burton Latimer - Thrapston - Oundle - Peterborough Peterborough - Oundle - Thrapston - Burton Latimer Thursday only Thursday only Service No: 206 Service No: 206 Burton Latimer, Kettering Road, Waggon & Horses 09:30 Peterborough, Queensgate Bus Station [Bay 8] 13:45 Finedon, Irthlingborough Road/Allen Road 09:34 Ferry Meadows 13;53 Irthlingborough, Station Road/New Street 09:40 Alwalton, Oundle Road [Lay-by] 13:56 Little Addington, High Street opp Bell Inn 09:45 Elton, Black Horse 14:01 Great Addington, High Street opp Hare & Hounds 09:48 Warmington, A605 opp Little Chef 14:04 Woodford, High Street opp The Green 09:53 Oundle, Market Place, Old Town Hall 14:10 Thrapston, High Street, Library 10:00 Barnwell Turn, A605, Well Lane 14:14 Thrapston, Oundle Road opp Highfield Road 10:02 Thorpe Waterville, Oundle Road, Fox Inn 14:18 Thorpe Waterville, Oundle Road, Fox Inn 10:05 Thrapston, Oundle Road, Highfield Road 14:20 Barnwell Turn, A605 opp Well Lane 10:10 Thrapston, High Street opp Fire Station 14:22 Oundle, Market Place, St Peters Church 10:15 Woodford, High Street, The Green 14:29 Warmington, A605, Little Chef 10:21 Great Addington, High Street opp Hare & Hounds 14:34 Elton, Black Horse 10:25 Little Addington, High Street, Bell Inn 14:37 Alwalton, Oundle Road [Lay-by] 10:30 Irthlingborough, Church Street, Cross 14:42 Ferry Meadows 10:33 Finedon, Irthlingborough Road opp Dolben Arms 14:49 Peterborough, Queensgate Bus Station 10:45 Burton Latimer, Kettering Road opp Waggon & Horses 14:53

No Service on Monday, Tuesday, Wednesday, Friday, Saturday, Sunday and Bank Holidays

Operated by: Hamilton’s & Buckby’s Coaches, The Coach Station, Pipewell Road Industrial Estate, Pipewell Road, Desborough NN14 2SW (Tel: 01536 772268) Ashton Road, Oundle

APPENDIX C: EAST NORTHAMPTONSHIRE CYCLE MAP

To Glapthorn To Cotterstock Why cycle? (The National Byway ‘Loop’) (The National Byway ‘Loop’)

There are many benefits that can be realised by cycling regularly instead of making car-journeys. People who cycle regularly suffer less from ill-health and illnesses such as heart disease, strokes, diabetes, obesity Oundle and stress. Mental Health and sense of well-being are improved in addition to the well-established benefits to physical health. A good cycle home after a stressful day at work, for example, can help you relax more easily than after sitting in your car during heavy traffic. Cycling as part of your daily routine can also save you time and money, as you are naturally getting exercise without the need for taking up time going to the gym, etc. The number of calories that you burn depends on lots of factors, such as the speed you cycle, gradient, body weight, and even how windy it is, but a 30 minute journey at 10 miles R iv per hour can burn as much as 300 calories. The Government recommends that everyone takes exercise for e r Oundle & Kings Cliffe N en 30 minutes on five or more days a week. For many, cycling to work and back will be enough to achieve this, and Middle School e more! For most local urban journeys, cycling is usually quicker door-to-door than car journeys during rush-hour. D 5 A 0 O 6 R A

And, of course, it is the cheapest form of transport, aside from walking, so you can save even more money – no ENTW K W O C R T H DRIV E AD O O need to pay fuel or parking costs. What’s more, the Government’s Cycle to Work scheme can assist with the ST PETERS R T W Playing S R E O R Field purchase of a bike through your employer, allowing you to pay for it over a number of months and also make a N E

C S T T K L

E L T W I S INGHAM H saving on the VAT that you pay. A quick search of the internet will show that there are a number of providers of O O O L LAMY R C BEL R DRIV C O

T E A H N

E Cycle to Work deals; alternatively speak to your employer to see if they are already a member of a scheme. N

M Y N

A O

O E

W D Recreation N

S D O N I W S Ground T Wider benefits can also be realised as more and more people choose cycling as their main mode of transport. S

LIME AVENUE A Y P E

E V

The number of cars on the road decreases, thereby reducing congestion and helping those that do have to drive, T I E CREED ROAD R R S D including making public transport more efficient and reliable. SPRING N FI R O EL O T D A X

A D L HILLFIELD ROAD G RO LA A Cycling is an ideal way to interact with the environment whilst causing it no harm. CO2 emissions from cycling are P D T H O 27 L R 4 virtually zero, so if you cycle regularly, your carbon footprint will be much smaller than if you drive the same journeys. LFIE D AD Recreation R A IL R O N O H Ground R C O K Oundle D A A D R O To check how much carbon you are saving on a particular journey, Wharf R 5 O AD N 0 A O O 6 Oundle School Site R TI D EW A A visit the national journey planning website, Transport Direct, at N ST www.transportdirect.info. If you click on the “Check CO2 emissions” Recreation Ground

link and enter the distance of your journey, it will show you the amount 3

D A

M G of carbon that would be emitted from the equivalent car journey. I O LL O R F I R E D ON For example a 3 mile journey in a small car emits 0.6kgs of CO2, or L D S 1.2kgs in a large car. If you can save this amount from just one cycle Fire Police Station journey, just think how much you can save over a whole year! Station To Polebrook TON and Barnwell T W

E AY Football L F T OAD E Ground R E Library S R G T

S N

Heron Rogers I

Wood R H I T

N LOSE Oundle C R C E Oundle O E School IN V N

W School Laxton

I L L E Junior I N A LA School M T

R PO O CK

A LA D B

L ite

Y S M Oundle School T ILT O H N ROAD N A E OAD W LD R M FIE Oundle BENE Recreation P S

C of E T Nene Valley A Ground R D

R DRIVE Primary School E A K

To Benefield and Corby N Oundle E Oundle Business Park

Oundle O O T CLIFT L School School School R y v ST e A d E A e SH T n TO H Post N E

B A E R O

427 C S O E r

W Office LA T A LD

o EST P D G S Oundle Town Hall Oundle School o TREET ARK E T O Q k M S

D Y U Lyveden Brook I A LL T R HI H R B R

S E Y N S T O K LA D E Oundle N A R E O R

R Town E OSE A L N W N C

Council A O T L T N

O M P I U T S

I H S L S Cycle track, path or bridleway with tarmac, stone L M

Key R S R O B all weather surface, or calmed advisory route. O UTH

A Cycling Signs RO D AD Roads that are normally hazardous for cyclists, but Bridleway or other path with soft surface. experienced adult highway users may find them useful May be unsuitable for cycling, especially on a Recreation Cycle route for use by cyclists and AD Ground especially in quiet periods. RO road bike, in wet weather. LE D OY A pedestrians together D O R E K e D Busy principal roads with high speeds, HGVs. and O n R Cycle shop (see overleaf for contact details). T e S O H N F E complex junctions. Suitable for highly skilled RN Prince William r T e E E School Cycle route for use by cyclists and pedestrians on commuting cyclists. v S R Cycle parking. i S OA R A R B IVE D separate sides of path R SIDE Busy roads mostly lower speeds, some complicated Toucan crossing. CL Cycle route for use by cyclists only traffic movements. A medium to high level of skill OSE is required for trouble-free cycling. Residential area.

Route reserved for use by cyclists only Through routes with moderate traffic and usually Industrial area. low speeds, but often turning and parking movements.

(road marking) A Well trained school children should cope. R

E Riv L e Quiet roads with low traffic speed and volume. L r Cycle route ahead Design, digital cartography and 03.13 Ne R ne Suitable for all cyclists behaving responsibly if they O Barnwell A have some training. print by Pindar Creative D

Country Park 5

Cyclists should walk at this point 0 Private roads. www.pindarcreative.co.uk Marina 6 0¼½ mile A Recommended route for cyclists to use (usually on road Contains Ordnance Survey data © Crown To Stoke Doyle

A To Aldwincle

with no provisions for cyclists) 6 copyright and database right 2013 0 500 metres 1 D 1 A

6 O R

E Direction signs showing recommended G D I route for cyclists R

e The National Byway n e N

Cycle lane on the road ahead L r To Oundle O e v W i R Founded in 1996, The National Byway is a distinct, signed national cycle I C

K I E W NE V D NE RAY route 3,300 miles in length running through England, Scotland and Wales R

O Shared cycle and bus lane on road ahead A

A T 6 ON utilising byways and quiet country lanes. D 05

L O

S E Sailing Club The ethos behind the route is to promote a nationwide leisure cycling route MILL Cycle lane on the road for use by cyclists in the LANE W D A with rural regeneration, countryside and heritage as its focus. The route, A S C H same direction as the other traffic O O IN E R U G R F N T A A therefore, passes at least 1,000 sites of historical interest all across Britain. T O I R L L D L N TO I A O P M C R L CL Cycle lane on the road for use by cyclists in the opposite NUE A LE O The Byway enters Northamptonshire in the north of the county and forms AVE R D SE LD E N GFIE H D U SPRIN ILLC R O a 29 mile loop from the north of Oundle, taking in the beautiful countryside direction to other traffic (usually on one-way roads) ISLIP R IV H ES E T SW E C A R L and villages in this part of East Northants. CL N O O D OS N SE R E A DLE V UN T E O E N Further information about the National Byway, including maps for purchase Advisory contraflow sign E C U

R L ANE D O E O T C N

L R V W S IV E AY can be found here: www.thenationalbyway.org S DR C N E R IVE H H E O E

O I R G E L H AD Warning sign for pedestrians that there is a cycle lane ahead RO V L Castle LE I A D R

N D UN E E D

or that there is a cycleway crossing the road ahead Playing Fields V O W

E I

RE N A Y

E D W

R N O S

N J

A O D O O

C H R

Industrial LA A N T

ST O E D

N R

IN E S

E Estate

ARCH RY

No cycling R

E J R IV E

T R

S I

C A E D

V C S H

A E L

M R

W N T

P E E

E E I

L A T A E E F

H S D L Y S

I A A L CH Thrapston L ’ H

L I ENT C

O S SC G E N

Library A C K V C R I

R R Town

H A No motor vehicles O L A Council R D HIGH STR A EET B Post

L BRIDGE STREET L Fire Office O L T Station I 6 N 1 Recreation D I 1 S

Memorial A

6 Ground A R

T Park HU N

E N TIN E

E G To Kettering T OA ON 5 R T R D KE R 0 T M A R OA W G D 6 ERIN ROAD S KETT A A Thrapston Ambulance Y D The King John Primary Station R O School School

H THRAPSTON E U N D W VE E R AY AY O V A W GR D Y WALK A H R C N ER ROA ND T R

SI U O E

O H S O T

F O S G

I Y O R M D L To Titchmarsh

A W C E A

Nene Centre 5

R D

O N 0

R Swimming Pool I W 6

A A and Gym AY D

A L East M A14

D A S ON I Northants CL O SE

M DRIVE CEDAR BLESI D E Council M

B OAKLEAS R A ISE

1 I N

1 N

6 E 4 Y 1 E A HA DRIV C W THO R N LOSE 5

A14 A4

0¼½ mile

A14

F O

0 500 metres R To Stanwick Lakes, D

R Thrapston and Islip Irthlingborough and To Ringstead Higham Ferrers D and Raunds Nine Arches Bridge, Thrapston Contains Ordnance Survey data © Crown copyright and database right 2013 St Peter’s Church, Raunds

To Ringstead Useful Contacts 5 A4 You can contact Northamptonshire Highways regarding general cycling issues within Northamptonshire by e-mailing [email protected], or by calling the Customer Service Centre 5 Raunds and Stanwick A4 on 0300 126 1000. Further information can also be found on the Northamptonshire County Council website: www.northamptonshire.gov.uk/cycling B

6 3 Raunds Town Football Club Northamptonshire Highways also organises training for school children through the Government’s Bikeability scheme; phone the above number or visit the County Council website. To Thrapston CTC (Cyclist’s Touring Club) is an organisation that can, amongst other aspects, provide advice on B663 BRICK where you can receive cycle training for all ages. Visit their website www.ctc.org.uk, or call the ST C KILN ROAD RISP Y EN general enquires line, 0844 736 8450, for further details. A W

E W A Y S

O K

L R B D The Bikeability (www.dft.gov.uk/bikeability/) and Sustrans (www.sustrans.org.uk) websites are C 6 A A M 63 O P A R To Denford E

H L S

LO N K T N W Industrial O O and Thrapston also useful places to visit for a wealth of cycling information. E R O

D S R R N A D B A R I V Area T O H W E

M S B C T B I N R

E NES AY E E W E W T B663

N Cycle Shops in East Northants A SE

I L E V R I L US D R YORK W I DE N E M F E R D AY W I If you need advice about maintaining your bicycle, or choosing a new one, contact your local bike FAIR M D OAKS O A L DR R IVE D E A N AY T IN D N S HER shop. There are also many excellent websites for researching bikes, spare parts or “How to” guides. W Y I R W O TA O Warth Park D T R G A L E T U D E Industrial Estate I NG O B W LA R A

EF H T A Y T E I

M 1 E AJ Cycles

WH R T E

VE O S C A NUE A D A Unit N, Bury Close, Higham Ferrers, NN10 8HQ

L D

H P

R Windmill G

O I BERRISTE R

F Primary H

Y tel: 01933 413400 web: www.ajcycles.co.uk

School AD W E O

LBORNE CL Library R T OSE S D W TT E INDM U RL ILL M B IN AV A N O R REET G 2 AJ Cycle Hire, Stanwick Lakes EN ST DR UE IV P E MAR A Stanwick Lakes, Stanwick, Northamptonshire, NN9 6GY SHALL’S R L ROAD K

O CLOSE

N S

DO Fire N D O tel: 07969 907 115 web: www.ajcycles.co.uk/stanwick-lakes-bike-hire

PO A B Y 5

N R A 4 Station D Raunds Park O A W

A ROAD RAUNDS InfantSchool D N L E A T 3 Gorilla Firm Cycling

N T A H DS SA SPIN T B NEY STREET I L T X O E L N W N The Gorilla Firm Ltd, Unit 2, Oundle Wharf, Station Road, Oundle, PE8 4DE E S T MO U AY R REE T Post N T S E Office O T U T tel: 01832 273873 web: www.gorillafirmcycling.com N K E E AV G D e E O N A n D I L R e O St Peters BO O L N M T T R O R L r GR S C of E B O e EE v i H R N Junior School Oundle Bike Fix R VE T A N O FIELD U S SH E S A W K Chapel Row Cottage, Lutton, PE8 5NE R A L

L L A Manor School I

P H STREET & Sports College DRYDEN E E S HAR tel: 01832 273720 web: www.oundlebikefix.co.uk C C E PLA O OURT R S U IELD TREET F N M ITH I E SM R V 3 P B66 D A The Happy Bike Company ROA Raunds THO E K KENZI Town Hall RP AC E R M ET E ST A Mobile Bike Servicing, Oundle and area TR R P S E E COURT E T FIELD V F O E R H tel: 07976305310 web: www.thehappybikecompany.com G OL SH ME S TITTY HO AV EN N I U Y E A A L LK R W RY WA E W CHER B E OR M D IG HA A H R C C O BR O R IDGE H W A A A N Y D O SAD R T DL D G ER S WAY I N LL WE Stanwick Lakes

R E N W E Stanwick Lakes is a unique 750 acre countryside attraction and nature reserve that is widely S B W WAY 6 T 6 O 3 considered to be one of the region’s most imaginative outdoor activity destinations. It offers acres of W

N D wide open spaces and paths, where blue skies are reflected in tranquil waters. TM RO A R R AN A O A C O U D Playing R O N CK A Fields I T D W O AN ST N Stanwick Lakes has a network of over 7 miles of cycle paths. In addition to circular routes around D A A W M A NNING A Stanwick O EST N H A M R ANTO D the lakes there is a beautiful seven mile linear route running from Irthlingborough to Thrapston, W R Lakes W SE LO I F C V E E I D E T S E E L providing a fantastic leisure ride along the former railway line, following the River Nene. R NH TFI D I NA

A V A TO L E AN S L E L V DEN D R E GAR O Cycle hire is available from AJ Cycles at Stanwick Lakes, see above for contact details. A C RLAN D H BE E UM D L C V A E V S E T NEE AD O DHAM RO N

T R S OAD S HE D R LT

EE N U O ON R A A R RO D A 2 ST D

Stanwick Lakes

D E

E R

Country Park U F

L To Hargrave N

To Higham Ferrers E A and Irthlingborough V A MA REET N S F I E LD ST N

B S

L D

O N Stanwick

A D PARK L Primary School

SPENCER PARADE

CH C UR O

Post U T CH E R RE Office S ST V T T R W T IL STANWICK EET E ES L TR E O

A S O W T

H D L HI G NUE A H THE AVE N IL L G E H R O A N U GE S E RO T GA A E R E D D R E S T N EAST S 0¼½ mile 5 C 4 HEL

A D V EST A ON O RO R AD

APPENDIX D: ACCIDENT DATA (SOURCE: CRASHMAP.CO.UK)

Ashton Road, Oundle

APPENDIX E: TRICS OUTPUT

Calculation Reference: AUDIT-860401-171128-1140 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 05 EAST MIDLANDS DS DERBYSHIRE 1 days LE LEICESTERSHIRE 1 days LN LINCOLNSHIRE 3 days NT NOTTINGHAMSHIRE 1 days

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

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings Actual Range: 11 to 186 (units: ) Range Selected by User: 11 to 394 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 29/06/15

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 1 days Tuesday 3 days Wednesday 1 days Thursday 1 days

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

Selected survey types: Manual count 6 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: Suburban Area (PPS6 Out of Centre) 2 Edge of Town 3 Neighbourhood Centre (PPS6 Local Centre) 1

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Residential Zone 6

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class: C 3 6 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®. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 2 Markides Associates Ltd York Road London Licence No: 860401

Secondary Filtering selection (Cont.):

Population within 1 mile: 10,001 to 15,000 3 days 15,001 to 20,000 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 1 days 75,001 to 100,000 1 days 100,001 to 125,000 2 days 125,001 to 250,000 1 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: 0.6 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 6 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 6 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 3 Markides Associates Ltd York Road London Licence No: 860401

LIST OF SITES relevant to selection parameters

1 DS-03-A-01 SEMI D./TERRACED DERBYSHIRE THE AVENUE HOLMESDALE DRONFIELD Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 2 0 Survey date: THURSDAY 22/06/06 Survey Type: MANUAL 2 LE-03-A-01 DETACHED LEICESTERSHIRE REDWOOD AVENUE

MELTON MOWBRAY Edge of Town Residential Zone Total Number of dwellings: 1 1 Survey date: TUESDAY 03/05/05 Survey Type: MANUAL 3 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: 1 5 0 Survey date: TUESDAY 15/05/07 Survey Type: MANUAL 4 LN-03-A-02 MIXED HOUSES LINCOLNSHIRE HYKEHAM ROAD

LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 8 6 Survey date: MONDAY 14/05/07 Survey Type: MANUAL 5 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE BOULTHAM LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 6 NT-03-A-03 SEMI DETACHED NOTTINGHAMSHIRE B6018 SUTTON ROAD

KIRKBY-IN-ASHFIELD Edge of Town Residential Zone Total Number of dwellings: 1 6 6 Survey date: WEDNESDAY 28/06/06 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 4 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 93 0.105 6 93 0.297 6 93 0.402 08:00 - 09:00 6 93 0.155 6 93 0.380 6 93 0.535 09:00 - 10:00 6 93 0.166 6 93 0.245 6 93 0.411 10:00 - 11:00 6 93 0.146 6 93 0.196 6 93 0.342 11:00 - 12:00 6 93 0.225 6 93 0.189 6 93 0.414 12:00 - 13:00 6 93 0.223 6 93 0.209 6 93 0.432 13:00 - 14:00 6 93 0.178 6 93 0.166 6 93 0.344 14:00 - 15:00 6 93 0.205 6 93 0.187 6 93 0.392 15:00 - 16:00 6 93 0.281 6 93 0.193 6 93 0.474 16:00 - 17:00 6 93 0.323 6 93 0.209 6 93 0.532 17:00 - 18:00 6 93 0.416 6 93 0.279 6 93 0.695 18:00 - 19:00 6 93 0.258 6 93 0.249 6 93 0.507 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.681 2.799 5.480

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 5 Markides Associates Ltd York Road London Licence No: 860401

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: 11 - 186 (units: ) Survey date date range: 01/01/05 - 29/06/15 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 6 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 7 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 8 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 9 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED OGVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 93 0.005 6 93 0.000 6 93 0.005 08:00 - 09:00 6 93 0.002 6 93 0.005 6 93 0.007 09:00 - 10:00 6 93 0.004 6 93 0.002 6 93 0.006 10:00 - 11:00 6 93 0.004 6 93 0.005 6 93 0.009 11:00 - 12:00 6 93 0.000 6 93 0.000 6 93 0.000 12:00 - 13:00 6 93 0.002 6 93 0.000 6 93 0.002 13:00 - 14:00 6 93 0.000 6 93 0.002 6 93 0.002 14:00 - 15:00 6 93 0.002 6 93 0.004 6 93 0.006 15:00 - 16:00 6 93 0.004 6 93 0.002 6 93 0.006 16:00 - 17:00 6 93 0.000 6 93 0.000 6 93 0.000 17:00 - 18:00 6 93 0.000 6 93 0.002 6 93 0.002 18:00 - 19:00 6 93 0.000 6 93 0.000 6 93 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.023 0.022 0.045

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 10 Markides Associates Ltd York Road London Licence No: 860401

Parameter summary

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 11 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 12 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 13 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 14 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED PSVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 93 0.000 6 93 0.000 6 93 0.000 08:00 - 09:00 6 93 0.002 6 93 0.002 6 93 0.004 09:00 - 10:00 6 93 0.000 6 93 0.000 6 93 0.000 10:00 - 11:00 6 93 0.002 6 93 0.002 6 93 0.004 11:00 - 12:00 6 93 0.000 6 93 0.000 6 93 0.000 12:00 - 13:00 6 93 0.000 6 93 0.000 6 93 0.000 13:00 - 14:00 6 93 0.000 6 93 0.000 6 93 0.000 14:00 - 15:00 6 93 0.000 6 93 0.000 6 93 0.000 15:00 - 16:00 6 93 0.002 6 93 0.000 6 93 0.002 16:00 - 17:00 6 93 0.002 6 93 0.002 6 93 0.004 17:00 - 18:00 6 93 0.000 6 93 0.000 6 93 0.000 18:00 - 19:00 6 93 0.000 6 93 0.000 6 93 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.008 0.006 0.014

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 15 Markides Associates Ltd York Road London Licence No: 860401

Parameter summary

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 16 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 17 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 18 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 19 Markides Associates Ltd York Road London Licence No: 860401

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 93 0.020 6 93 0.020 6 93 0.040 08:00 - 09:00 6 93 0.009 6 93 0.041 6 93 0.050 09:00 - 10:00 6 93 0.011 6 93 0.009 6 93 0.020 10:00 - 11:00 6 93 0.002 6 93 0.013 6 93 0.015 11:00 - 12:00 6 93 0.004 6 93 0.002 6 93 0.006 12:00 - 13:00 6 93 0.005 6 93 0.007 6 93 0.012 13:00 - 14:00 6 93 0.009 6 93 0.004 6 93 0.013 14:00 - 15:00 6 93 0.004 6 93 0.007 6 93 0.011 15:00 - 16:00 6 93 0.027 6 93 0.011 6 93 0.038 16:00 - 17:00 6 93 0.022 6 93 0.018 6 93 0.040 17:00 - 18:00 6 93 0.022 6 93 0.016 6 93 0.038 18:00 - 19:00 6 93 0.009 6 93 0.002 6 93 0.011 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.144 0.150 0.294

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 20 Markides Associates Ltd York Road London Licence No: 860401

Parameter summary

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 21 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 22 Markides Associates Ltd York Road London Licence No: 860401

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. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Tuesday 28/11/17 Page 23 Markides Associates Ltd York Road London Licence No: 860401