Written Statement by Roland Craig Bsc, FCIHT

APP/8

Highways and Highway Safety Written Statement by Roland Craig BSc, FCIHT.

Appeal against the decision to refuse an OUTLINE APPLICATION for a proposed Motorway Service Area (MSA) between junctions 48 and 49 on the west side of the A1(M) with vehicular overbridge to and from southbound carriageway and partial diversion of the A168, including associated infrastructure and staff access from B6265 – on/around land comprising of field 3300, Marton-le-Moor, North Yorkshire

Planning Ref 18/00123/EIAMAJ PINS Ref APP/E2734/W/20/3245778

April 2020 Written Statement FINAL

Prepared for: Applegreen plc

Prepared by: Roland Craig Regional Director Development North of England and Scotland T: +4401912246500 M: +4407387262837 E: [email protected]

AECOM Infrastructure & Environment UK Limited One Trinity Gardens, First Floor Quayside Newcastle-upon-Tyne NE1 2HF United Kingdom

T: +44 (191) 224 6500 aecom.com

This document has been prepared by AECOM Infrastructure & Environment UK Limited (“AECOM”) for sole use of our client (the “Client”) in accordance with generally accepted consultancy principles, the budget for fees and the terms of reference agreed between AECOM and the Client. Any information provided by third parties and referred to herein has not been checked or verified by AECOM, unless otherwise expressly stated in the document. No third party may rely upon this document without the prior and express written agreement of AECOM.

Prepared for: Applegreen plc AECOM Written Statement FINAL

Table of Contents

1. Qualifications and Experience ...... 4 2. Introduction and Scope of Written Statement...... 5 3. Staff Access proposed from B6265 ...... 6 4. Highway and safety issues on the realignment of A168...... 14 5. Summary and Conclusion...... 22 Appendix A Correspondence from NYCC Re Scope of Assessment and Speed Survey ...... 24 Appendix B Accident Data and correspondence from NYCC ...... 25 Appendix C Rear Access Design, A168 Realignment, Minutes of Meetings, Correspondence DMRB CD109/ CD116/ CD123 ...... 26

Figures

Figure 1. Crashmap accident locations (Measurements approx.) ...... 9 Figure 2. Proposed Rear Access ...... 10 Figure 3. A168 Alignment ...... 16 Figure 4. Study Area for which accident data was obtained from NYCC ...... 17

Tables

Table 1. Crashmap data ...... 9 Table 2. Collisions on A168 ...... 17 Table 3. Collisions on B6265 / A168 ...... 18

Prepared for: Applegreen plc AECOM Written Statement FINAL

1. Qualifications and Experience

1.1.1 My name is Roland Craig. I am a Regional Director for AECOM responsible for the North of England and Scotland Transport Planning Development Team.

1.1.2 I obtained a Bachelor of Science in Construction and I am a Fellow of the Chartered Institution of Highways and Transportation. I have over 29 years’ experience in highways and transportation projects and have extensive experience advising clients on the impact of developments across the United Kingdom.

1.1.3 I have extensive experience of major highway projects and highway appraisals having project managed a number of highway schemes, including the Sunderland Strategic Transport Corridor; the A19 (Silverlink Junction) upgrade; Wakefield Western Relief Road; Aberdeen Western Peripheral Road; and the A556 improvement amongst others. I have led teams delivering Transport Assessments (TA) on various schemes since 1990, directly responsible for the production of numerous TAs to support planning applications for both the private and public sector.

1.1.4 AECOM was invited by Applegreen (“the Appellant”) to provide supporting transport input for the MSA on land at/around the Appeal Site in early 2017. My own involvement in the scheme started in 2018 and I have continued to provide advice throughout on highway and transport issues.

1.1.5 I have been involved in numerous planning inquiries since 2005 providing evidence on transport planning matters, both in support of and against proposed development, for both the private and public sectors. I have also appeared at a variety of other examinations/hearings in England, Scotland and Wales.

Prepared for: Applegreen AECOM 4 Written Statement FINAL

2. Introduction and Scope of Written Statement

2.1.1 I have been instructed by the Appellant to provide a Written Statement in response to the highway safety matters raised by Kirby Hill Residents Against Motorway Services (RAMS) in their Statement of Case for this appeal.

2.1.2 The remainder of my written statement is structured as follows:

· Section 3 addresses the staff access proposed from the B6265.

· Section 4 addresses the highway and safety issues associated with the realignment of the A168.

· Section 5 provides a summary and conclusion.

Prepared for: Applegreen AECOM 5 Written Statement FINAL

3. Staff Access proposed from B6265

3.1.1 Before starting the work required for a Transport Assessment relating to the proposed MSA at Vale of York A1(M), AECOM consulted Highways England (HE), the statutory body responsible for the strategic road network, and North Yorkshire County Council (NYCC), the local highway authority responsible for the local road network, on the scope of the assessment that they required. This correspondence discussed the provision of a rear access to the appeal site from the B6265.

3.1.2 The Appellant does not need to access the appeal site from the B6265 to obtain deliveries as all deliveries can be made from the motorway network. However, in their response to AECOM on 26 March 2017, NYCC stated that a rear access from the B6265 had to be provided, mainly to facilitate access to the MSA for those not travelling there in a car. NYCC advised that this rear access should be located as far east of the site as possible. This is an extract from the email (see Appendix A):

”Given the desire line for any sustainable trips will primarily be to Kirby Hill and Boroughbridge consideration should be given to relocating this as far east as possible. The vertical alignment on the B6265 will need careful consideration.”

3.1.3 On 18 May 2017, NYCC emailed the Appellant to expand on what it considered should be the function of the rear access from the B6265:

”TA will include a design for the subsidiary access off the B6265 to the site (restricted to staff, deliveries, emergency services, breakdown recovery and parties carrying out duties for the Secretary of State (in line with Circular 02/2013 Para. B23)).”

3.1.4 In a further email to the Appellant on 18 July 2017, officers at NYCC confirmed their view that a rear access serving these functions should be within the scope of the Transport Assessment of the proposal.

3.1.5 By letter to the Appellant dated 10 October 2017, NYCC maintained that a rear access should be incorporated into the design. The relevant section (see Appendix A for the full version) states:

“34. The LHA’s case for a rear access to the site to serve an MSA located north of the B6265 is well recorded, particularly in document NY1-2 Section 6 of the documents submitted to the conjoined public Inquiry for MSAs on the A1. This position has not altered. The key elements are:

Without rear access all journeys for staff and deliveries must be via the A1(M). From the northern point of Kirby Hill, the round trip would be some 25Km to a site less than 1Km away.

Without a pedestrian and cycle rear access there are no opportunities for staff to consider using these forms of travel.”

3.1.6 In the same letter, NYCC reiterated that a rear access off the B6265 was also required to facilitate deliveries to the proposed MSA:

“35. The application proposes a rear vehicular access for vehicles in the south west corner of the site, i.e. the most remote from Kirby Hill. The applicant indicates that this will accommodate staff travel by motorised vehicles subject to suitable security measures being in place to prevent unauthorised direct access between the MSA and the local highway network. The LHA will require this facility to be available for deliveries to prevent un- necessary road miles by deliveries from local sources.”

Prepared for: Applegreen AECOM 6 Written Statement FINAL

3.1.7 In addition, NYCC officers asked AECOM to undertake a speed survey to determine whether the design speed of the B6265 (60mph) was being observed by drivers. AECOM commissioned a third party, Road Data Services Limited, to undertake the speed survey for the period 22-28 March 2018, the location of which was agreed in advance with NYCC to be near to the proposed rear access on the B6265. The results of the speed survey indicated an 85th percentile speed of 42mph in a westbound direction and 47.6mph in an eastbound direction. The speed survey results are contained in Appendix A. An 85th percentile speed is used to determine design speeds for roads as it is the speed at or below which 85 percent of all vehicles are observed to travel under free-flowing conditions past a monitored point.

3.1.8 The speed survey was also used to determine a suitable visibility splay (known as the “Y distance”) at the proposed rear access off the B6265. The Y distance is measured from the centre of the proposed access and can be calculated by applying guidance in the Design Manual for Roads and Bridges (DMRB), document CD 123 (“Geometric design of at-grade priority and signal controlled junctions (CD8.43) contained in Appendix C.

3.1.9 Paragraph 3.5 of CD 123 states:

“3.5 The speed of the major road for determining point Y in the visibility splay shall be based on:

1) design speed only for direct accesses and priority junctions on new major roads;

2) design speed only for priority junctions that form part of a through route on existing major roads; and

3) design speed or speed measurement for direct accesses and priority junctions that do not form part of a through route on existing major roads.”

3.1.10 Given that the rear access does not form part of a through route on a major road, point 3 above can be used which sets the Y distance based on a speed measurement.

3.1.11 Document CD 109 within the DMRB (“Highway link design”), at Table 2.10, states that for an 85 kph (50mph) design speed, 160m is the desired ‘Y’ distance (or “Stopping Sight Distance”) measured from the centre of the proposed rear access onto the B6265. The relevant extract from CD 109 (CD8.28) is provided in Appendix C and shown below:

Prepared for: Applegreen AECOM 7 Written Statement FINAL

3.1.12 AECOM presented these data to NYCC, highlighting that, at this location, speeds were consistently below the 60mph design speed. As a result of the speed survey data, NYCC officers agreed that the visibility measured as the ‘Y’ distance from the proposed rear access onto the B6265 could be relaxed to 160m in accordance with DMRB CD109.

3.1.13 Visibility to the west has not been altered and is set at the design speed of the road which is 215M for 100kph or 60mph.

3.2 Review of Accident data on the B6265.

3.2.1 In their Statement of Case, RAMS challenged the location of the proposed rear access on the basis that the B6265 is, they claimed, an ‘accident blackspot’ according to the last 10 years of local accident statistics.

3.2.2 Whilst preparing the TA (CD1.11), AECOM obtained from NYCC a list of the accidents that had taken place on the B6265 between 2012 and 2016 and caused personal injury.

3.2.3 Since then, I have sought to update this list by using the Crashmap website (crashmap.co.uk). Crashmap is a free online data source launched in 2011 that records data about personal injury accidents on public roads that are reported to the police. I have been able to update the position so that I now also have accident data for 2017 and 2018.

3.2.4 Within the vicinity of the proposed site access, there were two recorded personal injury accidents in the period 2011-2018 that were not included in the AECOM TA. One occurred in 2011 and the other in 2017. Both accidents were recorded as slight.

· At 5.30pm on 12th August 2011 within 130m of the proposed rear access, a vehicle passing another vehicle in the act of turning was hit causing slight damage. There is no indication in the data provided on the direction of travel for either vehicle. · At 6.19pm on 22nd February 2017 within 100m of the proposed rear access, two vehicles travelling in opposite directions were involved in a collision reported as slight. There is no indication in the data provided of the speed of either vehicle.

3.2.5 These two accidents were not included within the original TA as both occurred outside the period that was agreed should be the subject of the data review (i.e. 2012 to 2016). There were additional accidents recorded further west of the site access as shown in Figure 1; however, these were not included within the original TA as they, too, happened before the agreed period started in 2012 and over 215m west of the proposed rear access. The locations of the Crashmap data (CD8.42) are contained in Figure 1, with the details provided in Table 1.

Prepared for: Applegreen AECOM 8 Written Statement FINAL

Figure 1. Crashmap accident locations (Measurements approx.)

Table 1. Crashmap data

Year Severity Notes 2009 Slight 235m west of proposed rear access 2010/A Serious 650m west of proposed rear access 2010/B Serious 255m west of proposed rear access 2010/C Slight 235m west of proposed rear access 2011/A Serious 425m west of proposed rear access 2011/B Serious 255m west of proposed rear access 2011/C Slight 130m west of proposed rear access 2011/D Slight 425m east of proposed rear access 2014 Slight 425m east of proposed rear access 2015 Slight 425m east of proposed rear access 2017/A Slight 100m west of proposed rear access 2017/B Slight 300m east of proposed rear access Total on B6265 12

3.2.6 At the time of preparing the TA additional accident data was requested from NYCC for the B6265 between the motorway overbridge and Skelton Windmill. NYCC confirmed by email that for the period 2012 to 2016, no accident data was recorded on this section of road (correspondence attached at Appendix B).

3.2.7 The records of the accidents that happened within the vicinity of the proposed rear access do not cite speed as a factor that contributed to these accidents. There are no accident clusters evident in the data and the number of accidents recorded over the period 2012 to 2018 is low, with two recorded over a six-year period within 150m of the proposed rear access.

Prepared for: Applegreen AECOM 9 Written Statement FINAL

3.3 Road Safety Audit of the Rear Access proposal off the B6265

-SKE-C -hen the Appellant and NYCC agreed the final scope of the TA required for the proposal, they also agreed that the design and location of the rear access from the B6265 would also be the subject of a Stage One Road Safety Audit (S1RSA).

3.3.2 The proposed design of the rear access in drawing 60534927-SKE-C-0300 is contained within Appendix C (CD1.5 [x]) and shown in Figure 2.

Figure 2. Proposed Rear Access

3.3.3 Prior to commencing the S1RSA, AECOM approached both NYCC and HE to approve its scope.

3.3.4 NYCC approved the audit team for the S1RSA on 26 February 2019 (and subsequently approved a change to the S1RSA team on 5 March). The audit team consisted of two AECOM Road Safety Engineers and a Traffic Management and Road Safety officer representing NYCC. Also, in attendance on the day of the audit were representatives from North Yorkshire Police and the Road Management Services agent who is responsible for maintaining this section of the A1. The comments raised by way of recommendations within the audit are a result of the onsite observations of the team assembled on the day.

3.3.5 The audit team identified three issues with the rear access onto the B6265. They then made recommendations to the Appellant in a report, with AECOM as the highway designers then responding to those recommendations. At a meeting on 4th April 2019, NYCC and HE advised that the response of AECOM’s designers to the recommendations made in the audit on the three matters of concern was acceptable. The recommendations made, and AECOM’s response to them (CD1.15), are summarized overleaf.

Prepared for: Applegreen AECOM 10 Written Statement FINAL

Location: B6265 staff access

Drawing: 60534927-SKE-C-0300

Summary: Hidden dip could lead to side-impact and / or shunt type collisions.

Description:

The B6265 to the west of the proposed staff access has a dip in its vertical alignment such that vehicles disappear from view. A motorist waiting for a gap to exit the staff access may not see an approaching eastbound vehicle and enter the carriageway, with the potential for side-impact and / or shunt type collisions to occur. This issue will be significantly worse during the hours of darkness when the eastbound vehicle’s headlights will not be visible.

Recommendation:

Amend levels within the access and / or on the B6265 such that adequate visibility is achieved in the vertical plane in addition to the horizontal plane.

Design Response:

Recommendation agreed, to be addressed through detailed design.

Prepared for: Applegreen AECOM 11 Written Statement FINAL

Location: B6265 staff access

Drawing: 60534927-SKE-C-0300

Summary: Vegetation could restrict visibility with the potential for side-impact and / or shunt type collisions.

Description:

Vegetation is present on the embankment to the east of the proposed staff access, which will restrict visibility between vehicles exiting the access and westbound vehicles on the B6265. This could lead to motorists pulling out of the access and into the path of an oncoming vehicle, which could lead to side-impact and / or shunt type collisions.

Recommendation:

Remove any vegetation that is within, or over time may grow into, the required visibility splay.

Design Response:

Recommendation agreed, vegetation to be removed

Prepared for: Applegreen AECOM 12 Written Statement FINAL

Location: B6265 staff access

Drawing: 60534927-SKE-C-0300

Summary: Mis-use of drop-off area could lead to shunt, head-on and / or vehicular-pedestrian collisions

Description:

No photo

It is understood that the staff access will be controlled by a barrier where it connects to the internal service road within the proposed MSA, and that this area will be for staff parking and drop-off / pick-up. However, there is nothing to inform motorists on the B6265 that this access is not for general use or an access to the MSA. If passing motorists utilise the access this could lead to vehicles queuing back onto the B6265 with the potential for shunt type collisions between eastbound vehicles and queueing vehicles and / or head-on collisions between eastbound vehicles leaving their lane to avoid a queueing vehicle and westbound vehicles. It could also lead to collisions between vehicles circulating within the drop off area and pedestrians accessing the MSA.

Recommendation:

Provide signs to inform motorists that this access is for staff only.

Design Response:

Recommendation agreed, new signs to be incorporated in updated plans at detail design

3.3.1 In summary, two of the three matters raised by the audit team related to visibility from the proposed access, both of which can be addressed within the confines of land within the ownership of the Appellant and/or NYCC as the local highway authority. One relates to verge side vegetation and the other relates to the level of the proposed access within the vertical plane. Both can be addressed through the detailed design stage and examined as part of a Stage 2 Road Safety Audit.

3.3.2 The third matter raised by the audit team related to the management of the rear access to prevent vehicles queuing on the B6265. The location of a barrier, and signage for the rear access for staff and deliveries, are matter of detailed design that will, again, be examined as part of a Stage 2 Road Safety Audit.

3.3.3 In conclusion, the matters raised by the audit team during the S1RSA can all be addressed within subsequent design stages. There is no reason to believe that a safe and appropriate rear access to the MSA for staff and delivery vehicles cannot be achieved.

Prepared for: Applegreen AECOM 13 Written Statement FINAL

4. Highway and safety issues on the realignment of A168

4.1 Agreement to Realign A168

4.1.1 The A168 forms part of the local highway network maintained by NYCC. In their Statement of Case, RAMS challenged, in high level terms, the proposed realignment of the A168 as part of the appeal scheme. At the time of writing, the detail of RAMS’ concern about this realignment is not known. Therefore, I will briefly explain how this realignment came to be included within the scheme, and how it complies with the Design Manual for Roads and Bridges (DMRB) produced by Highways England

4.1.2 On 25th April 2018, NYCC officers, AECOM and the Appellant met to discuss options for the realignment of the A168. Each option presented a slightly different central radius for the horizontal alignment. To explain this in non-technical terms: the horizontal alignment of a road is, in essence, the path it follows and this is determined using a series of radii and/or straight lines. DMRB CD 109 (CD8.28) provides a list of desirable minimum standards for the horizontal alignment based on the speed of vehicles using a particular road. This is referred to as the “design speed”. The higher the vehicle speed, the greater the radius that is advised. There are circumstances when land availability or ‘other’ issues mean that the desired minimum standards can be relaxed with the approval of the highway authority: this scenario is described as ‘one step below desirable minimum’. Sometimes, when the minimum standards cannot be achieved, road speeds will be reduced so that the design speed and the minimum radius that it requires can be accommodated.

4.1.3 When presenting the design options to NYCC, officers insisted that a minimum 720m radius be accommodated as they would not accept any deviation (or one step below desirable) radius being used in the realignment of the A168. Therefore, the proposal presented by AECOM provides a 720m radius alignment of the A168, this being the desired minimum radius for an alignment of a road which has a design speed set at 100kph (60mph) as shown in the highlighted yellow section of Table 2.10 contained within DMRB CD 109. A copy of the approved minutes of the meeting is contained in Appendix C and an extract from the relevant table, Table 2.10 in DMRB CD109 (CD8.28) is provided below:

4.1.4 It was agreed at the meeting on 25th April 2018 that the ‘lozenge’-shaped piece of land to the east of the A1 and west of the realigned A168 would be accessed from the A168/ B6265 roundabout and that the ‘pond’ would be relocated to this area. Furthermore, access to the exiting lane would be maintained to the east of the realigned A168.

Prepared for: Applegreen AECOM 14 Written Statement FINAL

4.1.5 On 4th April 2019, the Appellant and its consultants (Axis and AECOM) met HE, Systra (consultants to Highways England), Road Management Services (the maintenance agent for this section of the A1) and NYCC officers to discuss the results of the S1RSA. NYCC officers confirmed that access to the ‘lozenge’-shaped piece of land to the east of the A1 and west of the realigned A168 should be removed from the roundabout and provided along the A168, as shown in Figure 3. Furthermore, NYCC confirmed at this meeting that there were no outstanding issues pertaining to the realignment of the A168. A copy of the approved minutes of the meeting is contained in Appendix C.

4.1.6 The proposed realignment of the A168 had been designed in accordance with DMRB TD9/93 and TD16/07. These documents have since been superseded by CD 109 (Nov19) (CD8.28) and CD 116 (Jul19) (CD8.29) but the relevant design standards are the same. I refer to Drawing 60534927-SKE-C-3000 (Rev G) (CD1.5 [ix] in Appendix C.

Prepared for: Applegreen AECOM 15 Written Statement FINAL

Figure 3. A168 Alignment

Prepared for: Applegreen AECOM 16 Written Statement FINAL

4.2 Review of Accident data on the A168 and A168/B6265 Roundabout

4.2.1 Within the TA, a section on accidents examined the existing collision record for the highway network north and south of the proposed site. The extent of the study area is shown on Figure 4 and includes the length of the A1(M) between, and including, Junction 48 and Junction 49, as well as the B6265/A168 roundabout junction and A168 between B6265 and A1(M) J49.

Figure 4. Study Area for which accident data was obtained from NYCC

4.2.2 Data was obtained from NYCC for the five-year period, 2012 to 2016 inclusive. In total there were 80 collisions recorded during this time, 10 of which were classified as serious and the remaining 70 as slight.

4.2.3 There were four collisions recorded along the A168, all of which were recorded as slight. A summary of this is provided in Table 2.

Table 2. Collisions on A168

Severity and Light Dark Wet Dry Single Veh Veh to Single Number Veh M/cycle Slight (4) 2 2 3 1 3 - 1 Serious (4) 2 2 3 1 3 - 1 Total (8) 4 4 6 2 6 - 2

Prepared for: Applegreen AECOM 17 Written Statement FINAL

4.2.4 All four accidents were as a result of driver error. Three were due to manoeuvres by vehicles, whilst the fourth occurred in wet weather in which the driver skidded through a puddle.

4.2.5 There were six slight collisions recorded at the B6265/A168 roundabout junction and three collisions recorded as serious. A summary of this is provided in Table 3.

Table 3. Collisions on B6265 / A168

Severity and Light Dark Wet Dry Single Veh to Single Number Veh Veh M/cycle

Slight (3) 3 - 3 - 1 1 1

Serious (3) 2 1 2 1 1 2 -

Total (6) 5 1 5 1 2 3 1

4.2.6 The three slight collisions occurred due to driver error by not looking properly and also a slippery material on the road surface which caused the vehicle to slide and overturn when travelling around the roundabout. This was during wet conditions.

4.2.7 The three serious collisions all occurred due to drivers losing control and none were related to the speed of traffic.

4.2.8 A review of the Crashmap data (Figure 1, page 9) indicates that no new accidents have occurred at the A168/ B6265 roundabout since the previous AECOM review contained with the TA. The only new accident recorded in the vicinity of the A168/ B6265 roundabout is an incident that occurred in 2017, at 125m west of the roundabout.

4.2.9 This accident occurred on Monday 21st August 2017 at 7.55pm. The conditions were recorded as wet and both vehicles were proceeding normally along the carriageway with the first point of impact to the front of each vehicle, indicating a head-on collision. The injury severity was recorded as slight to one passenger of a vehicle. A third vehicle was also reported to have been involved but neither of the other vehicles collided with it.

4.2.10 Therefore, in conclusion, there has only been one new recorded accident since 2014 and this occurred 125 metres east of the roundabout. No additional accidents have been recorded since 2013 on the section of the A168 to be realigned as part of these proposals.

4.2.11 Furthermore, the proposed realignment of the A168 would increase the deflection (i.e. the extent of deviation from a straight line) on the approach to the roundabout for vehicles travelling south along the A168. The deflection of vehicle movement through a roundabout is an important factor in controlling the speed of vehicles. The DMRB (Volume 6, Section 2, CD 116: “Road layout: Design, geometric design of roundabouts”) (CD8.29) states that vehicle speeds can be controlled by the use of deflection within the design of roundabouts. Drivers should be forced to negotiate a radius of 100m or less on the approach to a roundabout as a 100m radius provides a design speed of 50 km/h. If speeds can be brought down to this level, then potential conflicts take place at low relative speeds and the risk of casualty accidents is reduced. The lack of entry path deflection can result in high vehicle approach speeds which may lead to a failure to give way to vehicles already on the roundabout or result in rear-end collisions when vehicles brake suddenly. Whilst the data obtained from the Crashmap report does not provide detail about the causes of accidents, the lack of deflection could have been a contributing factor to previous accidents associated with the A168/ B6265 roundabout.

Prepared for: Applegreen AECOM 18 Written Statement FINAL

4.3 RSA of the realignment of the A168

4.3.1 The S1RSA identified the following three issues with the proposed realignment of the A168. Again, NYCC and HE agreed that AECOM’s response to these issues was acceptable.

4.3.2 The three matters raised during the S1RSA were these:

Location: B6265 / A168 roundabout

Drawing: 60534927-SKE-C-3000

Summary: Incomplete footway / cycleway around the roundabout could lead to vehicular / cyclist collisions

Description:

The proposed shared footway / cycleway is proposed to tie into existing facilities at the B6265 / A168 roundabout. However, the existing facilities are incomplete between the northern and eastern arms of the roundabout. The facilities appear to provide cyclists with the option to traverse the roundabout off-road, but this is not possible for the west to east, or west to south, movements as the path terminates onto the circulatory carriageway. Cyclists entering the circulatory carriageway intending to travel south could be struck by a vehicle exiting the roundabout to the east.

Recommendation:

Connect the footway / cycleway around the roundabout to provide a full off-road route around the roundabout.

Design Response:

NYCC confirmed that only part of the roundabout requires a shared footway/ cycleway. AECOM to update plan at detailed design to incorporate pedestrian/cycle facilities.

Prepared for: Applegreen AECOM 19 Written Statement FINAL

Location: B6265 / A168 roundabout field access

Drawing: 60534927-SKE-C-3000

Summary: Field access location could lead to shunt type collisions

Description:

A field access is proposed at the B6265 / A168 roundabout. The access has a very curvy downhill alignment and would need to be entered from the roundabout at a very low speed. This could lead to shunt type collisions between circulating vehicles and vehicles entering the access. Also, farm / maintenance vehicles exiting the access could bring mud onto the circulatory carriageway, which would generate a hazard for vehicles on the roundabout, with the potential for loss of control collisions. (It is noted that evidence on site suggests that some vehicles enter the roundabout at speed.) Furthermore, if the access is to be gated, depending on the location of the gate, this could lead to there being insufficient space for the vehicle to park off the roundabout in order to open the gate, with the potential for shunt type collisions to occur. Similarly, if the gate is set too far back, the area may be mis-used for parking, with the potential for shunt type collisions as parked vehicles manoeuvre to re-enter the carriageway.

Recommendation:

Relocate the access from the roundabout to the A168, including right turn lane provision. If a gate is provided, optimise its location to prevent collisions.

Design Response: Recommendation agreed, access relocated and updated plan 60534927-SKE-C-3000-REV E

Prepared for: Applegreen AECOM 20 Written Statement FINAL

Location: A168

Drawing: 60534927-SKE-C-3000

Summary: Agricultural track alignment could lead to loss of control and / or head-on collisions.

Description:

An agricultural track is to be located such that it is parallel to the relocated A168. The track is located very close to the A168 and follows the alignment of the A168. As such, southbound motorists on the A168 may be confused by the layout and could confuse the track for the road ahead. This could lead to vehicles leaving the road and loss of control collisions. Also, during the hours of darkness, headlights from a vehicle on the agricultural track could confuse and / or dazzle southbound motorists on the A168, with the potential for motorists to leave their lane and / or the road, which may result in head-on and / or loss of control collisions.

Recommendation:

Provide screening between the track and the A168.

Design Response:

Recommendation agreed, screening to be hedge or ‘Yorkshire boarding’.

Prepared for: Applegreen AECOM 21 Written Statement FINAL

5. Summary and Conclusion

5.1 Summary

5.1.1 This Written Statement has explained why a rear access has been proposed for the development. The Appellant does not require a rear access to service the development and therefore had not initially intended to provide a rear access from the B6265. This request came from NYCC as the local highway authority.

5.1.2 NYCC insisted that the rear access should not only provide for deliveries, but should also be used for staff vehicles, pedestrian and cycle access. NYCC advised that pedestrian and cycle access should be supported and encouraged at this location with the Appellant providing pedestrian and cycle infrastructure along the B6265 and the A168 towards Kirby Hill. AECOM reviewed this on behalf of the Appellant and provided the preliminary plans to show how this could be accommodated safely within the confines of land available to the Appellant, either on the land it privately owned, or land in the ownership of NYCC. Furthermore, NYCC agreed that the visibility splay could be reduced to reflect the 85th percentile speed survey which indicated a slower speed at this section of the B6265.

5.1.3 An accident analysis was provided within the original TA to determine whether there were any accident ‘hot spots’ or clusters within the immediate vicinity of the rear access. The analysis of the data provided by NYCC at the time did not indicate any accident clusters at the location and therefore no concerns were raised by AECOM or subsequently by NYCC in their response to the assessment of accidents within the TA.

5.1.4 Having received RAMS’ Statement of Case, AECOM has undertaken an additional review of accidents using Crashmap. This additional review does not show any new accident clusters within the vicinity of the proposed rear access that would require any additional measures to be considered before providing this access.

5.1.5 After submitting its initial plan of the rear access, AECOM undertook a S1RSA of the proposal. The audit remit and team were agreed in advance with NYCC and HE. The audit identified three issues with the proposed rear access. Those issues concerned pedestrian movement, visibility to the west and signage. The designer’s response to these issues was agreed by both NYCC and HE to be acceptable. They both concluded that the issues identified within the audit could be dealt with at the detailed design stage.

5.1.6 It should be noted that during the subsequent detailed design stages, further audits will be undertaken, these being a Stage 2 audit of the detailed design with two further stages to follow (Stages 3 and 4).

5.1.7 As regards the realignment of the A168, an alignment compliant with the Design Manual for Roads and Bridges CD 109 (CD8.28) and CD 116 (CD8.29) was presented to NYCC. In addition, an accident analysis was provided within the original TA to determine whether there were any accident ‘hot spots’ or clusters within the realigned section of the A168. The analysis of the available data provided by NYCC at the time did not indicate any accident clusters at the location and therefore no concerns were raised by AECOM or subsequently by NYCC in their response to the assessment of accidents within the TA.

5.1.8 Crashmap has been used to undertake an additional review of accidents on the same section of the A168. The review does not show any new accident clusters along this section or within the vicinity of the A168/B6265 roundabout. One additional accident was recorded 125m to the west of the roundabout in 2017. This accident occurred on Monday 21st August 2017 at 7.55pm. The conditions were recorded as wet and the injury severity was recorded as slight to one passenger of a vehicle.

Prepared for: Applegreen AECOM 22 Written Statement FINAL

5.1.9 The proposal to realign the A168 has also been the subject of a S1RSA. The audit identified three issues. Those issues concerned cycle movement entering the circulatory carriageway intending to travel south; the field access location from the A168/ B6265 roundabout which has subsequently been addressed and relocated in the latest layout; and the location of the agricultural track located to the east of the realigned A168.

5.1.10 The designer’s response to all three issues was agreed with both the NYCC and HE. It was concluded that those issues could be dealt with at the detailed design stage.

5.1.11 As will be the case in relation to the rear access from the B6265, further audits of the proposed realignment of the A168 will be undertaken at the detailed design stage.

5.2 Conclusion

5.2.1 In light of the above, it is my professional judgment that there are no highway safety or other highway-related reasons for dismissing this appeal.

Prepared for: Applegreen AECOM 23 Proof of Evidence DRAFT

Appendix A Correspondence from NYCC Re Scope of Assessment and Speed Survey

Prepared for: Applegreen AECOM 23 Searle, Jennifer

From: Pam Johnson Sent: 18 July 2017 11:09 To: Phillip, Jon M.; Jamey Fearnside; Simon Jones; Development Control; Cc: [email protected]; CAWTHORNE Paul; Kieran Grealis; Nick Roberts; Andrew Russell; Abi Holt RE: Kirby Hill MSA - Revised TA Scope Subject:

Jon Subject to the amendments below in pink your scoping proposals are acceptable to the LHA.

Kind Regards Pam

Pam Johnson Team Leader, Transport and Development

Telephone: 01609 532 295 Email: [email protected]

From: Phillip, Jon M. Sent: 18 May 2017 11:27 To: Jamey Fearnside; Pam Johnson Cc: Simon Jones; Development Control ; [email protected]; CAWTHORNE Paul; Kieran Grealis; Nick Roberts; Andrew Russell Subject: Kirby Hill MSA - Revised TA Scope

Jamey / Pam

Thanks for attending the meeting on Monday 8th May with Harrogate BC and North Yorkshire County Council (NYCC), regarding the above site.

As promised, I indicated that I would provide you with a revised scope for the Transport Assessment which hopefully addresses the issues we have discussed and changes required since I sent a draft assessment scope to Highways England (HE) and NYCC. The Revised Scope is set out below and I have copied in Emma Anforth and Paul Cawthorne at Systra.

I agreed with Pam Johnson at the meeting in Harrogate that I would produce a single scoping document to cover the SRN and Local Roads for agreement by HE and NYCC.

Our previous correspondence on the scope is on the emails below and attached for ease of reference.

TRANSPORT ASSESSMENT SCOPE

1 Strategic Road Network

· Proposed parking levels have been determined in line with DfT Circular 02/13 using DfT Flows for peak month in 2016 (identified as July from WebTRIS data). It is proposed that 10% over and above the minimum parking will be provided and justification will be provided showing that the car park can operate safely; · An assessment year of 2027 will be used in line with Government Policy (based on 10 years after the registration of planning application) - Circular 02/13 para. 25; · For background traffic flows on the A1(M), these will be determined from the DfT WebTRIS system and factored from 2016 to 2027 using NTM adjusted Tempro Growth Rates for rural motorways in Harrogate, North Yorkshire. This results in the factor of 1.129 for Average Day using Car driver / Passenger and Origin Destination; · Junction assessments (merges/diverges and weaving assessments) will be undertaken in accordance with DMRB TD22/06 - Layout of Grade Separated Junctions; · For assessment purposes, peak hours of weekday 0700-0800 and 1600-1700 will be used (the peak hours have been determined from the September 2016 traffic flows as this is a neutral month. WebTRIS sites 9939A and 9938B have been used) ; · MSA Turn In Rates based on surveys at other comparable MSAs will be used for the peak hour assessments; · As requested by HE, A parking accumulation assessment will also be undertaken for the TIR on a summer Saturday peak to demonstrate the proposed parking is sufficient; · Proposed merges and diverges and connecting roads will be designed in accordance with TD22/06 and other relevant DMRB design standards; · As requested by HE and NYCC, A Framework Travel Plan (for staff) will be produced in support of the site; · The TA will include discussion of options for sustainable travel to/from the site for members of staff from the local area; · It is understood that prior to determination of the application, a Stage 1 Road Safety Audit of the proposals including internal layout of the site (and for Non-Motorised Users) will be required in line with DMRB TD19/15 (Road Safety Audit); · As discussed, Separate Technical Notes will be submitted to HE on the matters of abnormal load bays, rear access and long HGVs to form the basis (should they be required) of Statements of Common Ground with HE (these will be sent through to you as soon as possible); · Accidents on the A1(M) between, and including, Junction 48 and Junction 49, as well as the B6265 / A168 roundabout junction and its approaches and the A168 north to the next roundabout junctions and the J49 slip roads for 2012-2016 (inclusive) will be assessed; and · As requested, the TA will also include details of likely construction traffic volumes and distributions.

Local Road Network · The application will include a Travel Plan discussing how staff could access the site sustainably and specifically without needing to travel on the A1(M); · Application would include proposals to realign the A168 – a design would be provided in accordance with DMRB / NYCC relevant standards and it is anticipated that works would be secured through a S278 Agreement; The design is likely to amend the existing A168 stub at the A168/B6265 roundabout as discussed with Pam Johnson at the HBC meeting on 8th May. Flows on the A168 would be assessed for a 15 year design horizon as requested by NYCC. The design for the amended A168 should be DMRB compliant without departures from standard. · The proposed changes to the A168 would be subject to a S1RSA prior to determination of the application; · The TA will include a breakdown of estimated staff numbers and their impact on the local highway network; · The potential changes in vehicle movements at the A168/B6265 roundabout due to staff movements will be set out for the morning and evening peak hours; · The TA will assess the feasibility of providing a pedestrian link between the existing footway/cycleway at the A168/B6265 roundabout and the rear access to the site of the B6265; and · TA will include a design for the subsidiary access off the B6265 to the site (restricted to staff, deliveries, emergency services, breakdown recovery and parties carrying out duties for the Secretary of State (in line with Circular 02/2013 Para. B23). · The impact of the realigned A168 on NMU users · The TA should consider the impact of construction traffic on the local highway network

2 Adoption / Maintenance · Adoption – separate discussions will be required with NYCC and HE to determine and agree the extent of the newly constructed roads and structures to be adopted by each highway authority. It is expected that the realigned A168 and associated verges (up to the new highway boundary) would be adopted by NYCC and the existing road would be broken out.

I would be grateful if you could confirm that the above is acceptable for the purposes of the supporting TA and Design Work.

Once we have completed the preliminary design work for the motorway junction and A168 realignment I will send this through for your comments/review. If, in the meantime, you have any queries please don’t hesitate to contact me.

Kind regards

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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From: Phillip, Jon M. Sent: 11 April 2017 14:52 To: 'Fearnside, Jamey' Cc: Jones, Simon; Nick Roberts; 'Andrew Russell'; 'Kieran Grealis'; Eugene Moore Subject: RE: Kirby Hill MSA comments on scope and initial site layout

Jamey

Many thanks for your feedback on the TA Scope for the above site.

I have a couple of comments which I hope address the points you raised:

· Abnormal Load – the location of the abnormal load bay may be changed as the site and site access design evolves and your comments will be taken into account (the MSA junction design is being slightly revised to a more conventional dumbbell junction layout and this will be provided to HE for comments as soon as possible);

3 · Peak Hours – We have been looking in more detail at the DfT MIDAS data for September 2016 and this identified that the weekday motorway peak hours in this location are 0700-0800 and 1600-1700. The attached Excel file includes the raw data from MIDAS sites 9939A and 9938B and the peak hour calculations are shown on the ‘Table Analysis’ tab at rows 108-122. Based on the above, I now suggest that we run assessments for weekday 0700-0800 and 1600-1700. I trust this helps. · Summer Saturday parking Assessment – An assessment will be undertaken to ensure that parking is sufficient to accommodate the TIR on a typical Summer Saturday. This is likely to require a parking accumulation. · TIR Surveys – We now have received most of the TIR surveys commissioned at adjacent MSAs and once these have been discussed with the client I will get back to you to confirm the TIRs we propose to use for the Kirby Hill site.

I will be in touch to confirm TIRs as soon as possible but, in the meantime, many thanks for your response and other initial comments relating to site design and adoption.

Kind regards

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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From: Fearnside, Jamey [mailto:[email protected]] Sent: 11 April 2017 09:54 To: Phillip, Jon M. Cc: Jones, Simon Subject: Kirby Hill MSA comments on scope and initial site layout

Hi Jon

Please see the initial comments, below on the Kirby Hill MSA proposal:

4 General - As well as Annex B to Circular 02/2013, the TA should also have regard to Highways England’s Planning Document (Sept 2015) paragraphs 45 to 47 and 56 to 61.

· Abnormal Load – in line with Circular 02/13, 1 abnormal load bay will be proposed; This is acceptable though we would comment that the current proposed position of the bay appears too far away from the site to serve its purpose and there could be difficulties in achieving the swept path.

· Assessment year of 2027 will be used in line with Government Policy (based on 10 years after the registration of planning application) – Circular 02/13 para. 25; Given that this is a planning application, this is considered acceptable.

· For background traffic flows on the A1(M), will be determined from the DfT WebTRIS system and factored to 2027 using NTM adjusted Tempro Growth Rates; This is acceptable

· Junction assessments (merges/diverges and weaving assessments) will be undertaken in accordance with DMRB TD22/06 – Layout of Grade Separated Junctions; This is acceptable

· For assessment purposes, peak hours of weekday 0800-0900 and 1700-1800 will be used; A survey/data to justify this would be recommended

· Subject to the results of TIR surveys being undertaken in the next 2 weeks, TIRs of 7.5% will be used with a sensitivity test of 10%; These TIRs are robust, though it is when they are applied that is important. In accordance with our comment above, it may be that a lower turn in rate (say 3.5%) is observed in peak hours alongside greater background flows on the A1 or that a greater turn in rate is observed at lunchtime alongside lesser background flows. AECOM should check which gives the highest number of trips for merge / diverge design purposes. In addition, since parking is to be provided in accordance with a peak month in 2016, a sensitivity test for a summer Saturday peak should also be provided to ensure sufficient capacity.

· Proposed merges and diverges will be designed in accordance with TD22/06 and other relevant design standards; This is acceptable

· As requested by HE, A Travel Plan (for staff) will be produced in support of the site; This is welcomed

· A Stage 1 Road Safety Audit of the proposals including internal layout of the site (and for Non-Motorised Users) will be required in line with DMRB TD19/15 (Road Safety Audit). This is correct

Further comments on the scope are as follows:

· Proposals need to ensure that the site does not become a destination in its own right (or, if so, that trip mileage and safety impacts would be unaffected)

5 · Confirmation should be provided in the TA and site design that minimum requirements for an MSA can be provided as per Table B1 of Circular 02/13

· Confirmation should be provided of the measures that will be put in place to ensure that the access point from the A168 does not act as an unofficial junction to the SRN from the local road network

· Swept path analysis for all vehicles which will use the site should be provided

Further initial comments on the site layout are as follows: · Given that the proposal will have to accommodate parking for trips from both sides of the A1(M) the site could be tight for space · Caravan parking would be better as drive through · A clearer indication of the circulation of different vehicles through the site and walking routes to facilities should be provided (including how the service route will operate), as the site design develops

We are working on whether we can help your client out with the issues of adoption and maintenance but obviously, this takes time and I wanted to forward you our initial comments without delay. However, in the meantime, assume we would take the stance of Highways England’s formal policy on adoption of the slip roads and overbridge structure until otherwise confirmed or agreed.

Kind regards,

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From: Pam Johnson Sent: 26 March 2017 13:41 To: Phillip, Jon M. Cc: Simon Jones; Melisa Burnham Subject: RE: Kirby Hill - Transport Assessment (TA) Scope for agreement - NYCC

Jon Thanks for the information. My initial comments are in italics below. I may have further comments once I have discussed matters with HE as certain matters may require a joint position.

Regards Pam

Pam Johnson Team Leader, Transport and Development

Telephone: 01609 532 295 Email: [email protected]

From: Phillip, Jon M. [mailto:[email protected]] Sent: 22 March 2017 09:50 To: Pam Johnson Subject: Kirby Hill - Transport Assessment (TA) Scope for agreement - NYCC

Pam

Further to our discussion, please see below the scope I have issued to Highways England for agreement, following my initial scoping meeting with them last week.

Clearly we also need to agree a scope with NYCC as Local Highway Authority. Please find attached a draft preliminary layout of the site which is located on land immediately west of the A1(M) and immediately north of the B6265. The layout also shows the location of a potential controlled access for staff to/from the B6265 (in the south west corner of the site). Given the desire line for any sustainable trips will primarily be to Kirby Hill and Boroughbridge consideration should be given to relocating this as far east as possible. The vertical alignment on the B6265 will need careful consideration.

In order to enable the construction of the access slip roads and roundabout on the eastern side of the motorway, the A168 would need realigning as shown on the attached.

The proposed scope of the TA is as follows:-

Potential application would include a Travel Plan discussing how staff could access the site sustainably; OK · Application would include proposals to realign the A168 – a design would be provided in accordance with DMRB / NYCC relevant standards and it is anticipated that works would be secured through a S278 Agreement; The principle is acceptable. · The proposed changes to the A168 would also be subject to a S1RSA prior to determination of the application; Agreed. Please ensure the Brief & CVs are approved.

1 · The TA will include a breakdown of estimated staff numbers and their impact on the local highway network; Agreed · Proposed parking levels will be determined in line with DfT Circular 02/13 using DfT Flows for peak month in 2016. If higher parking is to be provided HE has no objection to this in principle but justification needs to be provided showing that the car park can operate safely and accommodate the forecast Turn In Rates (TIR); This is for HE to agree. · Abnormal Load – in line with Circular 02/13, 1 abnormal load bay will be proposed; Again a matter for HE. · Assessment year of 2027 will be used in line with Government Policy (based on 10 years after the registration of planning application) – Circular 02/13 para. 25; Whilst I accept this is the norm DMRB requires a 15 year design horizon for designs. Given the strategic nature of the A168 I would be reluctant to reduce this requirement. · For background traffic flows on the A1(M), will be determined from the DfT WebTRIS system and factored to 2027 using NTM adjusted Tempro Growth Rates; Again I am happy for HE to lead on this. · Junction assessments (merges/diverges and weaving assessments) will be undertaken in accordance with DMRB TD22/06 – Layout of Grade Separated Junctions; A matter for HE · For assessment purposes, peak hours of weekday 0800-0900 and 1700-1800 will be used; Do you have count evidence to support this? On the A1 and A168? · Subject to the results of TIR surveys being undertaken in the next 2 weeks, TIRs of 7.5% will be used with a sensitivity test of 10%; a matter for HE · Proposed merges and diverges will be designed in accordance with TD22/06 and other relevant design standards; a matter for HE

I would be grateful if you could confirm that this scope is acceptable for NYCC to provide comments on an application on which you would be consulted by Harrogate BC.

If you have any queries please don’t hesitate to contact me.

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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From: Phillip, Jon M. Sent: 17 March 2017 14:40 To: Jamey Fearnside ([email protected]) Cc: '[email protected]'; 'Kieran Grealis'; Nick Roberts Subject: Kirby Hill - Transport Assessment (TA) Scope for agreement

Jamey 2 Thank you for taking the time to meet me yesterday regarding the above. The following sets out a proposed scope of our work (in line with our discussions) and I would be grateful if you or Simon could confirm that this is acceptable. I will send a separate scope to North Yorkshire County Council to agree the elements of the TA which relate to the local highway network.

· Proposed parking levels will be determined in line with DfT Circular 02/13 using DfT Flows for peak month in 2016. If higher parking is to be provided HE has no objection to this in principle but justification needs to be provided showing that the car park can operate safely and accommodate the forecast Turn In Rates (TIR); · Abnormal Load – in line with Circular 02/13, 1 abnormal load bay will be proposed; · Assessment year of 2027 will be used in line with Government Policy (based on 10 years after the registration of planning application) – Circular 02/13 para. 25; · For background traffic flows on the A1(M), will be determined from the DfT WebTRIS system and factored to 2027 using NTM adjusted Tempro Growth Rates; · Junction assessments (merges/diverges and weaving assessments) will be undertaken in accordance with DMRB TD22/06 – Layout of Grade Separated Junctions; · For assessment purposes, peak hours of weekday 0800-0900 and 1700-1800 will be used; · Subject to the results of TIR surveys being undertaken in the next 2 weeks, TIRs of 7.5% will be used with a sensitivity test of 10%; · Proposed merges and diverges will be designed in accordance with TD22/06 and other relevant design standards; · As requested by HE, A Travel Plan (for staff) will be produced in support of the site;

I am grateful that you would be willing to attend a pre-application meeting with Harrogate BC and will let you know once this has been arranged.

As discussed, I would be grateful if you could confirm HE’s formal policy position on adoption of the slip roads and overbridge structure.

We will agree a separate scope with NYCC in relation to the aspects of the site of interest to them and these will also be covered in the TA.

It is understood that prior to determination of the application, a Stage 1 Road Safety Audit of the proposals including internal layout of the site (and for Non-Motorised Users) will be required in line with DMRB TD19/15 (Road Safety Audit).

If you could confirm that the scope of the TA is acceptable we will progress with the work.

Thanks and regards

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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From: Phillip, Jon M. Sent: 25 July 2017 12:34 To: Tim Coyne - North Yorkshire County Council ([email protected]); '[email protected]' Cc: Roberts Nick ([email protected]); Andrew Russell; Pam Johnson Subject: FW: Harrogate - Validation Checklist Requirement : Transport Assessment Attachments: HBC Validation Certificate - Transport Assessment.pdf; RE: Kirby Hill MSA - Revised TA Scope

Dear Tim / Abi

Further to my email below to Pam and in her absence, please could you sign and return a scanned copy of the attached HBC Validation certificate.

We agreed the TA scope with Pam (see email attached) but the application will be submitted before Pam returns from leave, hence contacting you.

I would really appreciate your assistance with this so that application is not delayed.

Thanks and regards

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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From: Phillip, Jon M. Sent: 25 July 2017 12:25 To: 'Pam Johnson' Cc: Andrew Russell; Roberts Nick ([email protected]) Subject: Harrogate - Validation Checklist Requirement : Transport Assessment

1 Pam

A quirk of the Harrogate Borough Council’s planning validation process is that we need to complete the attached Validation Certificate. This certificate requires us to evidence that we have carried out pre-application dialogue and reached agreement with NYCC on the relevant information to be supplied in connection with Policy TRA1 (Criterion C) of the Harrogate Core Strategy. For the avoidance of doubt criterion ‘C’ requires: “all development which are likely to have significant implications to include a Transport Assessment.” In short this means we have agreed the scope of the TA.

We believe that through our meetings and exchanges of correspondence this process has been thoroughly undertaken.

Should you agree, we would be grateful if you could sign/date and return a scanned version the attached Validation Certificate to me at your earliest convenience. Noting that we are hoping to submit the application before the end of the week. Please do not hesitate to contact me should you wish to discuss or have any queries.

Regards

Jon

Jon Phillip, BSc (Hons) MCIHT Principal Consultant, Transportation, Strategic, Planning & Advisory D +44 (0)113-391-6834 D +44 (0)1904-652709 M +44 (0)7823 354911 [email protected]

AECOM 5th Floor 2 City Walk Leeds, United Kingdom T +44 (0)113-391-6800 aecom.com

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Your ref: 17/03414/EIAMAJ Transport and Development East Block County Hall Northallerton North Yorkshire DL7 8AH Our ref: Tel: 01609 780 780 e-mail: [email protected] Contact: Pam Johnson www.northyorks.gov.uk

10 October 2017

Dear Sir

Proposal: Outline application for proposed Motorway Service Area (MSA) to the West side of the A1(M) with vehicular over bridge to and from southbound carriageway and partial diversion of the A168, including associated infrastructure and staff access from B6265. Location: Land Comprising OS Field 3300 Marton Le Moor North Yorkshire Applicants Name: Applegreen Plc

I refer to your consultation on the above application. The Local Highway Authority (LHA) has now had the opportunity to consider the documentation submitted in support of the application. The review of the documents has raised the following points:-

Extent of Red Line 1. The red line plan (162007_AFL-00-00-DR-A-01101 revP02) is the only plan which shows the full extent of the proposals in relation to the A168 and the wider environs. This shows the old and new alignments for the A168 within the red line with a lozenge shaped field surrounded by the site.

2. The LHA is concerned that the lozenge shaped area has been excluded from the site. The proposed highway works include extensive earthworks and until their full detailed design is completed and approved the LHA cannot be sure of the land required to accommodate the diverted A168. The detailed design will need to be fully compliant with DMRB and without any ‘departures from standard’. The inclusion of retaining walls or proprietary embankment solutions to address lack of land for conventional embankment solutions will not be acceptable to the LHA without appropriate commuted sums for future maintenance. Consequently until the full extent of the required earthworks has been approved the LHA cannot be sure that the proposed extent of the site contained within the red line is adequate. Similarly

Continued…

by email: Copies to: Highways England FAO Jamey Fearnside AECOM FAO Jon Phillip Gary Bell Area 6 FAO Melisa Burnham Harrogate Borough Council Planning & Development

Page 2 of 5

it may be necessary to extend the northern boundary of the red line to ensure a fully DMRB compliant diversion of the A168.

New Access to fields consequent upon A168 diversion 3. There are several fields to the east of the current A168 which do not take access from the A168 and currently appear to take access from a track which joins the B6265 south of the roundabout with the A168. The northern section of this track will disappear or become unusable with diversion of the A168 as shown; parts will be under the diverted A168 and parts will be severed from the highway network by the diverted line of the A168.

4. The application shows no provision for restoring access to these fields. Provision of suitable accesses to all severed fields will need to be provided. The LHA is unlikely to agree to the creation of field accesses onto the A168 as there are currently none within 4Km of the site.

Policy Context 5. The principles of the appropriateness an MSA in the proposed location are matters for Highways England and outside the remit of the LHA.

6. Section 2 of the Transport Assessment refers to Policy from varying sources which seeks to reduce the length and frequency of motorised journeys and discourage reliance on the private car and promote walking and cycling. Whilst, by the nature of the development, these are not principles which can be applied to visitors to the MSA the LHA will expect the principles to be applied to staff journeys and deliveries. This is a matter which the LHA defended at the conjoined Public Inquiry into MSAs on the A1(M) which included a site at Kirby Hill.

7. With regard to the diversion of the A168, which is a key route on the local highway network and also serves as an emergency diversion for the A1(M), the LHA will expect the key consideration to be the safety of the travelling public.

Access to the site from the A1(M) 8. This is a matter for Highways England outside the remit of the LHA

Accident records 9. The accident record on the B2665 to west of the site also needs to be considered in the context of the rear access; data to the east of the windmill will suffice.

10. The applicant should consider if the accidents at the A168 /B6265 roundabout accidents could be attributable to the speed of traffic on the A168?

Proposals within the MSA site 11. With the exception of appropriate rear access to the site for staff and deliveries, their routes within the site and the level of staff parking to be provided, this is a matter for Highways England and outside the remit of the LHA.

Trip Generation 12. There is an inconsistency between Sections 8.2 and 8.6 of the TA and the Application Form. The number of employees should be clarified. Justification will also be required for the proposed trips generated by staff. At present the proposals appear to be based on suppositions and may under estimate the impact. Whilst this may not have a material impact on solutions, an accurate assessment needs to be provided.

Page 3 of 5

13. The assumptions for Deliveries and Servicing contained in the TA section 8.7 have no evidence to support the assumptions and as such cannot be relied upon. The table supporting the section is also missing.

A168 /B6265 Roundabout Junction Assessment and Rear Access 14. Notwithstanding the above comments on trip generation the LHA does not expect there to be any issues with capacity of the A168 /B6265 roundabout given that all RFCs are less than 0.5 in the design year of 2032 with predicted queues of less than one vehicle. The controlled rear access has RFCs of less than 0.1 with development in 2032 and similarly the LHA sees no benefit in pursuing any further capacity analyses notwithstanding the need to clarify the trip generation from the controlled rear access.

Staff Framework Travel Plan (TP) 15. The travel plan can be found at Appendix K of the TA. As with other parts of the submission, matters on the SRN are outside the remit of the LHA and are for Highways England to review. This also applies to internal circulation within the site except where the circulation relates to provisions for staff via the rear access onto the B6265.

16. It is agreed that the focus of the TP should be on employee travel and deliveries to the site. Again the developer needs to clarify the number of employees as the number in the TP differs from the number quoted in the application documents.

17. It is the view of the LHA that to fully deliver the Travel Planning objectives the site will need to offer walking as a viable means of transport for staff living in Kirby Hill and Boroughbridge. To facilitate this a footway link will need to be created from the site to join up with the wider highway network in Kirby Hill and Boroughbridge which stops some 350 metres short of the site. The LHA cannot accept the dismissive statement in 4.2.5; it is the view of the LHA that walking can be a viable means of transport to the site. Proposals to deliver the footway link to make walking viable should be included within the proposals.

18. The objectives of the TP contained in Section 3 need amendment. There are statements which are in conflict with other sections of the TP. This needs to be addressed.

19. The limited offer provided by scheduled bus services is not reflected in the TP. This needs to be amended. References to rail travel also need to reflect the lack of any opportunities for rail travel to be a viable travel choice.

20. The descriptions in Section 5 need to be amended to clarify the needs for internal pedestrian and cycle routes. Pedestrian routes will be needed for customers and staff. The only cyclists on site will be staff.

21. Internal delivery routes from the B6265 access will also need to be incorporated.

22. The level of staff parking proposed (10 No at paragraph 5.3.5) appears to be low and should be justified. Allowance will need to be made for shift changes where there is the potential for two shifts to be parked on site together.

23. There appear to be no proposals for any signing of the B6265 access on the Local highway network.

24. There is confusion in the timing of the initial staff survey; paragraph 6.1.3 is in conflict with later paragraphs eg 8.1.

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25. As this is a new proposal where all staff will be new to the site it is possible for the conditions of service to include measures to control travel to site; has this been considered? Much of the proposals in 7.2 will be delivered too late for meaningful travel choices to become the established norm.

26. Similarly the timing of the staff bus is considered too late to establish sustainable travel choices. Boroughbridge should be included in the staff bus route.

27. It is unclear who will provide the personal travel planning?

28. Please define how regularly the cycle parking provision will be reviewed. It is likely summer usage will exceed winter usage and the LHA would not want a review to remove parking spaces used seasonally. Similarly the review period should not be so long that cyclist are deterred by a lack of parking.

29. Whilst it is accepted that this is a framework TP there are several items in Section 7 which are so generic they are inappropriate for the site’s location.

30. The targets in Section 8 need amendment. They do not take account of the potential mode of travel nor do they provide SMART targets. The modal shift targets do not add up nor is there any modal shift for walking or bus. There is also reference to Applegreen preparing the final TP. Given that all TPs are evolving documents it is not possible for a final TP to be prepared.

31. In section 9 the timing of the initial survey needs to be consistent.

32. Section 10 which covers Resourcing and Monitoring again contains inconsistencies. These need to be addressed. It is the LHA’s view that the provision of the staff bus should be available from the opening of the MSA; it will need to be fully funded. Given the size of the travel plan fund proposed, attempting to fund it as an add-on would decimate the funds available for any other initiatives.

33. In conclusion the TP will need to be amended to remove inconsistencies, introduce walking as a viable means of transport, introduce travel planning as a part of the recruitment process, introduce a staff bus before travel patterns become established and identify targets which meet the SMART test.

Access to the site from the local highway network (LHN) 34. The LHA’s case for a rear access to the site to serve a MSA located north of the B6265 is well recorded, particularly in document NY1-2 Section 6 of the documents submitted to the conjoined public Inquiry for MSAs on the A1. This position has not altered. The key elements are:  Without rear access all journeys for staff and deliveries must be via the A1(M). From the northern point of Kirby Hill the round trip would be some 25Km to a site less than 1Km away.  Without a pedestrian and cycle rear access there are no opportunities for staff to consider using these forms of travel.

35. The application proposes a rear vehicular access for vehicles in the south west corner of the site, ie the most remote from Kirby Hill. The applicant indicates that this will accommodate staff travel by motorised vehicles subject to suitable security measures being in place to prevent unauthorised direct access between the MSA and the local highway network. The LHA will require this facility to be available for deliveries to prevent un-necessary road miles by deliveries from local sources.

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36. The existing footway provision which links Kirby Hill with Boroughbridge stops some 350m south of the A168, B6265 roundabout. There are provisions for cyclists to safely negotiate the A168/ B6265 roundabout.

37. There is no proposal to extend this footway or make provision for pedestrians and cyclists either in the facilities at the rear access. It is the view of the LHA that extension of the footway to the rear access and provision for pedestrians and cyclists are all required for the site to comply with sustainable policies.

Impact of construction 38. The developers will need to show the LHA how construction traffic will be accommodated on the local highway network during the construction of the MSA. It will not be possible to take immediate access to the site from the A1(M) and consequently the LHA needs to be satisfied that this matter has been considered. It may be that volumes of construction traffic will have a material impact on the network. Because of the potential impact the LHA will need to be satisfied that these matters have been considered in the consideration of the application and not left to be resolved during condition discharge.

I am happy to meet with the applicant and his transport consultants to discuss these matters in more detail if it will assist in moving matters forward. I await additional information to address the issues raised and assist me in reaching a position to issue a formal recommendation on the application.

PAM JOHNSON Team Leader Transport and Development

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North Yorkshire County Council.

7 Kirby Hill, North Yorkshire

Report Id 163/18 Site Name Site 1 of 2 Description A168 Leeming Lane, 105m north of B6265 Direction Northbound

Thursday 22 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 1 2 2 1 0 0 4 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2 2 0 0 0 0 0 - 37.2 5.9 0100 - 0200 7 1 1 2 3 0 0 3 0 0 0 0 0 1 1 2 0 0 0 0 0 0 2 1 2 2 0 0 0 0 0 - 35.4 6.2 0200 - 0300 4 3 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 - 44.7 7.2 0300 - 0400 7 1 2 1 3 0 0 4 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 2 1 0 0 0 0 - 38.2 7 0400 - 0500 11 2 1 7 1 0 0 6 0 1 2 0 0 0 0 2 0 0 0 0 0 1 1 5 3 1 0 0 0 0 0 38.9 33.4 5.4 0500 - 0600 21 6 5 2 8 0 0 12 0 5 1 1 0 0 1 1 0 0 0 0 0 0 2 4 11 2 1 1 0 0 0 43.8 37.1 6.2 0600 - 0700 75 32 11 14 18 0 1 59 0 7 0 1 0 2 3 2 0 0 0 0 0 2 2 10 20 27 8 5 1 0 0 46.5 40.3 6.3 0700 - 0800 143 27 34 43 39 0 0 119 3 11 1 1 1 2 1 3 0 1 0 0 0 0 7 32 49 42 7 5 0 1 0 43.9 38.7 5.8 0800 - 0900 171 29 35 61 46 0 0 138 3 20 3 4 0 0 1 2 0 0 0 0 0 0 9 29 64 46 18 4 1 0 0 44.9 39.1 5.6 0900 - 1000 121 34 23 26 38 0 0 93 4 14 1 4 0 0 0 4 1 0 0 0 0 4 8 22 41 34 9 3 0 0 0 43.2 37.8 6.1 1000 - 1100 132 27 38 35 32 0 5 101 5 11 0 4 0 0 2 4 0 0 0 0 1 0 15 26 47 25 13 5 0 0 0 44.7 37.8 6.3 1100 - 1200 128 26 33 33 36 0 1 97 2 16 1 3 0 1 4 3 0 0 0 0 1 1 9 30 45 33 4 4 1 0 0 43.4 37.8 5.9 1200 - 1300 141 33 37 37 34 0 2 113 2 13 2 2 0 0 4 3 0 0 0 0 0 1 7 30 49 41 10 2 1 0 0 44.1 38.2 5.4 1300 - 1400 137 38 34 28 37 0 1 112 0 12 0 4 0 0 4 4 0 0 0 0 0 0 9 29 56 32 10 1 0 0 0 42.2 37.7 4.8 1400 - 1500 163 51 36 24 52 0 3 134 3 11 4 3 0 0 3 2 0 0 0 0 0 2 7 29 59 47 15 4 0 0 0 44.3 38.7 5.5 1500 - 1600 190 37 51 54 48 1 1 162 5 13 1 3 0 0 1 3 0 0 0 0 0 4 11 25 85 46 15 4 0 0 0 43.6 38.3 5.6 1600 - 1700 221 44 49 62 66 0 5 191 2 18 2 0 0 2 1 0 0 0 0 0 0 0 6 28 95 74 11 5 1 0 1 43.8 39.4 5.2 1700 - 1800 230 61 67 57 45 0 0 216 0 6 2 0 0 4 1 1 0 0 0 0 0 0 5 25 81 90 24 3 2 0 0 44.4 40.2 4.8 1800 - 1900 154 30 50 29 45 0 2 135 1 7 0 0 0 0 2 7 0 0 0 0 0 0 9 15 59 42 19 7 2 0 1 46 40.3 6.2 1900 - 2000 131 41 28 31 31 0 0 120 0 7 0 0 0 0 0 3 0 1 0 0 0 0 3 14 42 47 21 3 1 0 0 45.5 40.5 5.1 2000 - 2100 62 11 23 18 10 1 0 55 0 2 0 0 0 0 3 1 0 0 0 0 1 0 2 11 21 15 8 4 0 0 0 46.4 39.8 6.5 2100 - 2200 44 17 13 7 7 0 0 38 0 5 0 0 0 0 0 1 0 0 0 0 0 0 1 5 12 20 5 1 0 0 0 45 40.5 5 2200 - 2300 45 24 10 6 5 0 1 37 0 4 0 0 0 0 2 1 0 0 0 0 0 0 1 2 16 11 8 4 2 0 1 50.7 43.2 7.1 2300 - 0000 11 5 0 3 3 0 0 8 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 3 2 2 4 0 0 0 0 48.1 40.4 6.6 0700 - 1900 1931 437 487 489 518 1 20 1611 30 152 17 28 1 9 24 36 1 1 0 0 2 12 102 320 730 552 155 47 8 1 2 44.1 38.8 5.6 0600 - 2200 2243 538 562 559 584 2 21 1883 30 173 17 29 1 11 30 43 1 2 0 0 3 14 110 360 825 661 197 60 10 1 2 44.3 39.0 5.6 0600 - 0000 2299 567 572 568 592 2 22 1928 30 178 17 29 1 11 34 44 1 2 0 0 3 14 111 365 843 674 209 64 12 1 3 44.3 39.1 5.7 0000 - 0000 2355 581 583 582 609 2 22 1961 30 184 20 30 1 12 39 51 1 2 0 0 3 15 118 378 863 684 212 66 12 1 3 44.3 39.1 5.7

Friday 23 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 7 3 0 4 0 0 0 5 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 1 2 1 1 0 0 0 - 40.1 8.5 0100 - 0200 4 1 0 2 1 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 0 0 0 - 41 7.8 0200 - 0300 5 3 0 1 1 0 0 3 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 1 2 0 0 0 0 - 38.9 10.2 0300 - 0400 4 0 1 0 3 0 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 - 36.9 5.7 0400 - 0500 9 3 2 2 2 0 0 5 0 1 1 0 0 0 2 0 0 0 0 0 0 0 2 4 1 2 0 0 0 0 0 - 34.7 4.9 0500 - 0600 20 3 3 6 8 0 0 13 0 2 2 1 0 0 1 1 0 0 0 0 0 0 2 6 6 5 1 0 0 0 0 43.8 37.1 5.6 0600 - 0700 64 32 6 13 13 0 0 52 0 6 1 0 0 1 3 1 0 0 0 0 0 1 5 7 19 17 12 2 1 0 0 46.5 40 6.5 0700 - 0800 124 19 31 46 28 0 0 95 3 17 0 4 1 1 1 2 0 0 0 0 0 0 3 31 46 30 13 1 0 0 0 44.2 38.4 4.9 0800 - 0900 152 29 38 43 42 0 0 126 1 12 3 5 0 0 3 2 0 0 0 0 0 2 11 24 59 42 13 0 1 0 0 43.1 38.1 5.5 0900 - 1000 129 32 32 36 29 0 1 101 3 13 2 4 0 1 1 3 0 0 0 0 0 0 9 23 56 32 8 1 0 0 0 43.1 37.9 5 1000 - 1100 152 41 36 39 36 0 2 118 0 16 0 6 1 3 2 4 0 0 0 0 0 0 8 27 75 30 10 2 0 0 0 43.3 38 4.8 1100 - 1200 167 41 36 46 44 0 2 139 1 14 1 3 0 1 1 5 0 0 0 0 1 2 9 30 76 40 8 1 0 0 0 42.2 37.6 5.1 1200 - 1300 145 30 48 36 31 1 1 112 2 15 1 2 0 1 6 4 0 0 0 0 1 3 8 31 58 34 10 0 0 0 0 42.3 37.2 5.5 1300 - 1400 135 40 34 27 34 0 1 112 1 12 0 0 0 2 4 3 0 0 0 0 0 0 3 29 47 47 8 0 1 0 0 42.9 38.6 4.7 1400 - 1500 191 66 53 36 36 0 1 164 0 16 1 3 1 0 2 3 0 0 0 0 0 0 4 25 82 65 12 2 1 0 0 43.7 39 4.6 1500 - 1600 223 46 63 55 59 0 0 191 2 19 0 1 0 1 7 2 0 0 0 0 0 0 5 28 97 76 13 4 0 0 0 42.9 39.1 4.5 1600 - 1700 225 58 51 65 51 0 2 196 3 15 0 1 1 1 5 1 0 0 0 0 0 0 7 37 94 66 14 4 1 2 0 44 39.2 5.2 1700 - 1800 207 61 45 49 52 0 0 195 1 7 1 0 0 0 1 2 0 0 0 0 0 1 3 22 79 79 12 11 0 0 0 44.3 40 4.9 1800 - 1900 146 39 38 41 28 0 1 132 2 6 0 0 0 0 3 1 0 1 0 0 0 0 7 20 53 46 17 1 1 1 0 44.8 39.6 5.6 1900 - 2000 78 23 19 15 21 0 0 73 0 4 0 0 0 0 0 1 0 0 0 0 0 0 0 8 33 23 5 8 0 1 0 46.9 40.8 5.9 2000 - 2100 51 20 11 12 8 0 0 44 0 5 0 0 0 0 2 0 0 0 0 0 0 0 0 10 9 17 12 1 2 0 0 46.9 41.2 6.1 2100 - 2200 32 10 4 11 7 0 0 30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 16 13 1 0 0 0 0 42.6 39.4 3.2 2200 - 2300 34 16 6 7 5 0 0 32 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 3 12 11 6 2 0 0 0 47.2 41.4 4.9 2300 - 0000 9 1 6 1 1 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 1 1 0 0 0 - 41.5 5.4 0700 - 1900 1996 502 505 519 470 1 11 1681 19 162 9 29 4 11 36 32 0 1 0 0 2 8 77 327 822 587 138 27 5 3 0 43.3 38.7 5.1 0600 - 2200 2221 587 545 570 519 1 11 1880 19 179 10 29 4 12 41 34 0 1 0 0 2 9 82 354 899 657 168 38 8 4 0 43.7 38.8 5.2 0600 - 0000 2264 604 557 578 525 1 11 1921 19 180 10 29 4 12 41 35 0 1 0 0 2 9 82 357 915 671 175 41 8 4 0 43.7 38.9 5.2 0000 - 0000 2313 617 563 593 540 1 11 1953 19 184 14 31 4 12 45 38 0 1 0 0 2 9 89 370 926 683 179 43 8 4 0 43.7 38.9 5.2

Saturday 24 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 8 3 3 2 0 0 0 7 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 3 2 0 0 0 0 - 41.7 5 0100 - 0200 9 2 3 3 1 0 0 6 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 3 2 1 1 2 0 0 0 - 40.5 7.4 0200 - 0300 3 1 1 0 1 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 0 0 0 0 0 - 31.7 7.9 0300 - 0400 4 1 1 1 1 0 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 - 37.7 7 0400 - 0500 8 0 3 1 4 0 1 1 0 2 2 0 0 0 1 1 0 0 0 0 0 0 2 3 2 1 0 0 0 0 0 - 34.6 5.6 0500 - 0600 10 1 3 2 4 0 0 5 0 2 1 0 0 1 0 1 0 0 0 0 0 0 0 2 4 3 1 0 0 0 0 - 38.9 3.9 0600 - 0700 39 28 3 2 6 0 0 34 0 1 0 0 0 1 1 2 0 0 0 0 0 0 3 2 12 13 6 3 0 0 0 48.6 41.2 6 0700 - 0800 33 7 5 13 8 0 0 25 0 5 0 2 0 0 1 0 0 0 0 0 0 1 1 5 17 6 3 0 0 0 0 42.5 37.6 5 0800 - 0900 62 13 16 15 18 0 1 51 3 3 1 1 0 1 0 1 0 0 0 0 0 0 5 10 22 15 8 1 1 0 0 46.1 38.8 6.4 0900 - 1000 96 17 27 25 27 0 0 83 0 9 1 1 1 1 0 0 0 0 0 0 0 0 2 13 53 24 2 2 0 0 0 42.5 38.4 4.2 1000 - 1100 147 44 36 32 35 1 3 133 2 6 0 0 0 0 1 0 1 0 0 0 0 0 4 19 66 40 15 1 2 0 0 44.1 39.3 4.9 1100 - 1200 160 50 34 42 34 1 2 143 4 9 0 0 0 0 0 1 0 0 0 0 0 2 2 25 62 56 8 1 2 2 0 43.6 39.3 5.7 1200 - 1300 136 38 36 30 32 1 0 128 0 5 1 0 0 0 0 1 0 0 0 0 1 0 0 24 53 41 13 2 2 0 0 44.3 39.5 5.3 1300 - 1400 120 29 36 25 30 0 1 109 0 7 0 0 0 0 1 2 0 0 0 0 0 0 3 21 45 38 12 1 0 0 0 44.4 39.1 4.7 1400 - 1500 120 29 21 32 38 0 0 115 0 5 0 0 0 0 0 0 0 0 0 0 0 0 1 18 59 29 10 3 0 0 0 43.1 39 4.5 1500 - 1600 129 27 31 33 38 0 0 125 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2 16 49 43 15 3 1 0 0 45.1 40.1 4.9 1600 - 1700 119 31 27 37 24 0 1 112 1 4 0 0 1 0 0 0 0 0 0 0 0 1 2 15 48 39 13 0 0 0 1 44.5 39.6 5.7 1700 - 1800 107 27 30 22 28 0 0 100 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 10 45 39 9 3 0 1 0 44.2 40.3 4.7 1800 - 1900 89 37 17 15 20 0 0 86 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 6 33 31 11 5 1 1 0 46.1 41.3 5.5 1900 - 2000 51 13 14 12 12 0 0 49 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23 21 3 0 0 0 0 43.1 39.9 3.7 2000 - 2100 25 5 7 8 5 0 0 24 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 9 7 1 1 0 0 0 42.5 38.5 4.4 2100 - 2200 30 5 8 11 6 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 11 9 3 1 0 0 0 44.3 39.4 4.6 2200 - 2300 18 8 3 4 3 0 0 17 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 1 7 6 1 1 0 0 0 43.5 39 5.5 2300 - 0000 19 6 1 5 7 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 4 7 1 0 0 0 1 43.9 40 7.9 0700 - 1900 1318 349 316 321 332 3 8 1210 12 64 4 4 2 2 3 5 1 0 0 0 1 4 23 182 552 401 119 22 9 4 1 44.2 39.5 5.2 0600 - 2200 1463 400 348 354 361 3 8 1347 14 66 4 4 2 3 4 7 1 0 0 0 1 4 26 201 607 451 132 27 9 4 1 44.2 39.5 5.1 0600 - 0000 1500 414 352 363 371 3 8 1383 14 66 4 4 2 3 4 8 1 0 0 0 1 4 28 208 618 464 134 28 9 4 2 44.1 39.5 5.2 0000 - 0000 1542 422 366 372 382 3 9 1407 14 71 7 4 2 4 9 11 1 0 0 0 1 5 32 217 629 475 138 30 9 4 2 44.2 39.5 5.2 Sunday 25 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 7 1 4 2 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 1 0 0 0 - 41.9 4.7 0100 - 0200 4 1 1 0 2 0 0 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 1 1 0 1 0 0 0 0 - 36.4 7.4 0200 - 0300 3 0 1 2 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 - 40.8 14.3 0300 - 0400 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 - 37.6 - 0400 - 0500 6 0 1 0 5 0 0 3 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 - 38.4 1.5 0500 - 0600 15 4 1 6 4 0 0 13 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 4 2 7 1 0 0 0 0 44.7 39.3 6.1 0600 - 0700 32 4 7 12 9 1 0 23 2 2 1 0 0 2 1 0 0 0 0 0 1 1 4 5 12 8 1 0 0 0 0 41.4 36 6.5 0700 - 0800 83 8 7 28 40 0 0 78 0 3 1 0 1 0 0 0 0 0 0 0 0 0 2 11 33 28 8 1 0 0 0 44.1 39.5 4.4 0800 - 0900 112 45 29 24 14 0 5 101 1 3 0 0 0 0 0 2 0 0 0 0 0 0 3 20 50 26 8 2 3 0 0 44.5 39.2 5.4 0900 - 1000 107 20 33 21 33 1 12 81 4 6 0 1 0 1 0 1 0 0 0 0 1 0 2 17 54 24 8 1 0 0 0 43.2 38.4 4.8 1000 - 1100 114 21 31 29 33 1 4 105 0 1 1 1 0 0 1 0 0 0 0 0 1 0 1 12 51 37 6 3 2 0 1 44.2 39.9 5.7 1100 - 1200 141 45 37 24 35 0 3 132 1 3 1 0 0 0 0 0 0 1 0 0 1 1 6 15 56 47 12 2 1 0 0 44.3 39.2 5.6 1200 - 1300 129 32 41 31 25 1 4 120 0 3 0 0 0 1 0 0 0 0 0 0 0 1 2 19 51 42 9 3 0 1 1 44.2 39.5 5.9 1300 - 1400 112 25 31 30 26 0 5 96 3 7 0 0 0 0 0 1 0 0 0 0 0 0 2 28 39 30 8 4 1 0 0 44.1 39 5.3 1400 - 1500 129 35 30 34 30 1 2 118 4 1 0 0 1 0 1 1 0 0 0 0 1 0 0 24 53 39 7 2 1 1 1 43.1 39.1 6.2 1500 - 1600 128 36 40 27 25 1 3 119 0 4 0 0 0 0 1 0 0 0 0 0 0 2 1 20 49 42 7 4 2 1 0 44.6 39.7 6 1600 - 1700 92 18 25 19 30 0 1 86 1 3 0 0 0 0 0 1 0 0 0 0 0 1 5 12 38 26 9 0 1 0 0 44.1 39 5.2 1700 - 1800 77 30 18 14 15 0 1 68 0 5 1 0 0 0 2 0 0 0 0 0 0 1 1 12 25 27 11 0 0 0 0 44.9 39.7 5 1800 - 1900 45 15 12 11 7 0 0 35 2 2 1 0 0 2 1 2 0 0 0 0 0 1 3 8 15 13 3 2 0 0 0 43.8 38.1 6.2 1900 - 2000 48 18 3 11 16 0 0 46 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 9 18 14 4 1 0 0 0 41.7 38.7 4.8 2000 - 2100 26 6 8 5 7 0 0 25 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 4 5 9 6 0 2 0 0 49.3 42.1 6.6 2100 - 2200 22 7 5 4 6 0 0 21 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5 5 5 2 1 0 0 50.8 43 6.7 2200 - 2300 8 4 0 3 1 0 0 6 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 4 1 0 0 1 0 - 43.6 9.3 2300 - 0000 3 1 0 1 1 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 - 39.9 6.3 0700 - 1900 1269 330 334 292 313 5 40 1139 16 41 5 2 2 4 6 8 0 1 0 0 4 7 28 198 514 381 96 24 11 3 3 44.1 39.2 5.5 0600 - 2200 1397 365 357 324 351 6 40 1254 19 44 6 2 2 6 8 9 0 1 0 0 5 8 34 220 554 417 112 27 14 3 3 44.1 39.3 5.6 0600 - 0000 1408 370 357 328 353 6 40 1262 19 45 6 2 2 6 9 10 0 1 0 0 5 8 34 222 555 423 113 27 14 4 3 44.1 39.3 5.7 0000 - 0000 1444 376 366 338 364 6 40 1289 19 47 7 2 2 6 14 11 0 1 0 0 5 9 36 227 567 435 115 29 14 4 3 44.1 39.3 5.7

Monday 26 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 5 0 2 0 3 0 0 2 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 3 1 0 0 0 0 0 0 - 32.7 5.3 0100 - 0200 5 2 2 1 0 0 0 4 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 0 1 1 0 0 0 - 40.6 8.6 0200 - 0300 4 1 0 1 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 - 39.1 3.3 0300 - 0400 13 3 0 4 6 0 0 11 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 3 5 3 1 0 0 0 0 43.6 37.5 5.5 0400 - 0500 21 3 3 8 7 0 0 13 0 3 1 0 0 1 2 1 0 0 0 0 0 0 4 2 12 2 0 1 0 0 0 41 36.8 5.7 0500 - 0600 47 20 7 8 12 0 1 35 0 3 1 1 0 0 3 3 0 0 0 0 0 0 6 6 11 19 5 0 0 0 0 44.3 38.6 5.9 0600 - 0700 119 20 25 40 34 0 1 99 2 9 1 1 0 1 4 1 0 0 0 0 0 1 5 17 53 31 8 3 1 0 0 43.8 38.8 5.4 0700 - 0800 171 38 41 45 47 0 0 135 3 21 3 3 0 1 4 1 0 0 0 0 1 3 10 25 75 43 13 1 0 0 0 43 37.8 5.4 0800 - 0900 122 38 23 31 30 0 1 95 1 14 2 3 0 1 2 3 0 0 0 0 0 1 9 16 50 36 9 1 0 0 0 44 38.4 5.5 0900 - 1000 143 30 35 42 36 0 1 108 5 18 1 7 0 0 1 2 0 0 0 0 0 0 13 30 62 27 8 3 0 0 0 43.6 37.6 5.3 1000 - 1100 125 29 37 34 25 0 4 90 2 15 2 0 0 2 7 3 0 0 0 0 0 2 6 22 55 32 4 3 1 0 0 42.8 38 5.3 1100 - 1200 139 40 30 40 29 1 3 105 6 14 3 2 0 0 4 1 0 0 0 0 0 2 4 30 54 42 6 1 0 0 0 42.1 37.7 4.9 1200 - 1300 131 33 33 37 28 0 1 108 3 13 1 1 1 0 2 1 0 0 0 0 0 0 5 25 57 31 11 1 1 0 0 43 38.4 5 1300 - 1400 170 39 45 51 35 1 1 145 1 11 1 3 0 1 3 3 0 0 1 0 0 2 13 29 64 43 14 4 0 0 0 44 37.7 6.1 1400 - 1500 177 42 42 47 46 0 2 143 4 16 3 2 0 0 4 3 0 0 0 1 0 0 6 34 66 51 13 5 1 0 0 44 38.8 5.5 1500 - 1600 197 41 40 51 65 0 2 163 3 20 0 5 0 0 1 3 0 0 0 0 2 0 8 30 75 65 12 4 1 0 0 43.6 38.9 5.4 1600 - 1700 231 72 58 50 51 0 1 212 3 9 0 0 0 2 2 2 0 0 0 0 0 1 5 25 80 82 28 8 1 1 0 45.5 40.4 5.5 1700 - 1800 147 35 48 28 36 0 0 138 3 2 0 0 0 1 0 2 1 0 0 0 0 0 1 14 52 58 10 10 2 0 0 45.3 40.8 5.4 1800 - 1900 100 35 21 27 17 0 0 93 2 4 0 0 0 0 1 0 0 0 0 0 0 0 2 5 31 42 17 1 2 0 0 46.3 41.4 5 1900 - 2000 60 15 14 21 10 0 0 51 1 4 0 0 0 0 2 2 0 0 0 0 0 0 6 12 21 11 6 3 1 0 0 46.7 38.7 6.7 2000 - 2100 30 13 6 9 2 0 0 29 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11 12 3 1 0 0 0 45.3 40.5 4.4 2100 - 2200 26 14 8 2 2 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 4 13 5 2 0 0 0 48.6 42.9 4.9 2200 - 2300 10 4 2 4 0 0 0 9 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 4 2 2 0 0 0 0 - 39.3 5.8 2300 - 0000 7 1 2 3 1 0 0 4 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 4 1 1 1 0 0 0 0 - 36.2 6.7 0700 - 1900 1853 472 453 483 445 2 16 1535 36 157 16 26 1 8 31 24 1 0 1 1 3 11 82 285 721 552 145 42 9 1 0 44.0 38.8 5.5 0600 - 2200 2088 534 506 555 493 2 17 1740 39 171 17 27 1 9 37 27 1 0 1 1 3 12 94 318 810 619 167 51 11 1 0 44.0 38.9 5.5 0600 - 0000 2105 539 510 562 494 2 17 1753 39 171 17 27 1 9 39 29 1 0 1 1 3 12 95 323 815 622 170 51 11 1 0 44.0 38.9 5.5 0000 - 0000 2200 568 524 584 524 2 18 1822 39 177 19 28 1 10 47 36 1 0 1 1 3 13 106 338 848 648 177 53 11 1 0 44.0 38.9 5.6

Tuesday 27 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 0 2 3 1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 2 0 0 0 - 43.3 8 0100 - 0200 3 0 1 1 1 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 - 34.2 4.7 0200 - 0300 4 2 0 0 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 - 40.2 4.8 0300 - 0400 14 4 2 4 4 0 0 7 0 3 1 0 0 1 1 1 0 0 0 0 0 0 1 6 5 1 1 0 0 0 0 40.5 35.7 5.1 0400 - 0500 30 3 6 15 6 0 0 17 0 5 3 0 0 0 3 2 0 0 0 0 0 0 4 7 12 6 1 0 0 0 0 43.5 36.7 5.4 0500 - 0600 57 29 8 8 12 1 0 48 0 4 0 0 0 1 2 1 0 0 0 0 0 0 5 12 19 17 2 2 0 0 0 43.9 38.2 5.5 0600 - 0700 138 21 35 37 45 0 0 111 5 16 1 0 0 1 2 2 0 0 0 0 0 0 11 21 56 37 9 4 0 0 0 43.5 38.3 5.6 0700 - 0800 139 30 35 36 38 0 0 113 1 17 1 1 0 2 2 2 0 0 0 0 0 1 9 26 49 40 10 4 0 0 0 44 38.4 5.7 0800 - 0900 108 27 22 33 26 0 0 83 0 13 4 1 0 0 1 6 0 0 0 0 0 2 6 25 42 28 4 1 0 0 0 42.3 37 5.2 0900 - 1000 115 36 30 22 27 1 0 82 1 19 0 1 1 1 6 2 1 0 0 0 0 0 9 32 42 28 3 1 0 0 0 41.7 37 4.8 1000 - 1100 128 28 31 36 33 0 2 102 4 15 0 0 0 1 3 1 0 0 0 0 0 0 6 26 53 30 9 3 1 0 0 43.9 38.6 5.3 1100 - 1200 137 39 30 32 36 0 1 113 2 11 3 0 0 0 5 2 0 0 0 0 0 0 3 32 57 32 10 1 2 0 0 42.2 38.4 5 1200 - 1300 125 27 33 32 33 0 0 97 3 12 3 0 0 2 6 2 0 0 0 0 0 1 8 21 54 31 10 0 0 0 0 42.6 37.9 4.9 1300 - 1400 156 48 39 27 42 0 2 123 2 18 1 3 0 0 2 5 0 0 0 0 0 0 8 29 59 45 10 1 1 2 1 44.2 38.9 6.2 1400 - 1500 165 41 46 41 37 0 0 139 2 14 2 4 0 0 1 2 1 0 0 0 0 0 11 20 72 46 14 1 1 0 0 43.7 38.8 5.1 1500 - 1600 186 46 45 53 42 0 0 157 1 20 1 2 0 1 2 2 0 0 0 0 0 0 4 30 66 62 18 4 2 0 0 44.6 39.7 5.2 1600 - 1700 232 82 38 53 59 0 0 213 1 14 0 2 0 0 0 2 0 0 0 0 0 0 5 25 82 86 27 4 3 0 0 44.8 40.3 5 1700 - 1800 134 37 29 38 30 0 0 127 0 5 0 0 0 0 1 1 0 0 0 0 0 0 0 12 46 58 8 4 3 1 2 44.5 41.6 8.5 1800 - 1900 64 22 13 15 14 0 0 56 1 3 0 0 0 0 3 1 0 0 0 0 0 0 0 15 16 19 11 2 1 0 0 45.8 40.3 5.7 1900 - 2000 53 20 11 13 9 0 0 48 0 0 0 0 1 1 1 2 0 0 0 0 0 0 3 6 19 20 4 0 1 0 0 44.2 39.5 5.4 2000 - 2100 39 9 15 12 3 0 0 34 0 0 0 0 0 0 3 2 0 0 0 0 0 1 4 4 13 10 4 2 0 1 0 46.6 39.2 7.5 2100 - 2200 24 13 3 4 4 0 0 23 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 2 5 9 1 6 0 0 0 50.4 43 6.3 2200 - 2300 10 3 3 4 0 0 0 8 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 3 5 0 0 0 0 0 - 39.4 3.6 2300 - 0000 6 0 0 4 2 0 0 3 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 0 1 0 2 0 0 0 - 39.3 10.1 0700 - 1900 1689 463 391 418 417 1 5 1405 18 161 15 14 1 7 32 28 2 0 0 0 0 4 69 293 638 505 134 26 14 3 3 43.8 39.0 5.7 0600 - 2200 1943 526 455 484 478 1 5 1621 23 177 16 14 2 9 38 35 2 0 0 0 0 5 88 326 731 581 152 38 15 4 3 44.0 39.0 5.8 0600 - 0000 1959 529 458 492 480 1 5 1632 23 178 16 14 2 9 41 36 2 0 0 0 0 5 89 330 734 587 152 40 15 4 3 44.0 39.0 5.8 0000 - 0000 2073 567 477 523 506 2 5 1716 23 190 20 14 2 11 48 40 2 0 0 0 0 5 99 359 771 617 156 44 15 4 3 43.9 39.0 5.8 Wednesday 28 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 3 0 2 0 1 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 0 0 - 38.9 8.3 0100 - 0200 8 2 4 1 1 0 0 5 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 4 1 2 1 0 0 0 0 - 37.7 6.3 0200 - 0300 6 1 1 1 3 0 0 4 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 2 2 0 0 0 0 0 - 38.4 3.8 0300 - 0400 13 2 1 4 6 0 0 9 0 0 2 0 0 0 0 2 0 0 0 0 0 0 1 5 2 3 2 0 0 0 0 45.7 38.2 5.6 0400 - 0500 33 6 6 12 9 0 0 20 0 5 1 0 0 1 3 3 0 0 0 0 0 0 5 9 11 6 2 0 0 0 0 42.6 36.3 5.5 0500 - 0600 60 28 9 10 13 1 1 50 0 4 2 1 0 0 1 0 0 0 0 0 0 0 0 8 19 21 8 4 0 0 0 47.1 40.7 5.3 0600 - 0700 137 24 48 33 32 0 0 110 2 10 3 5 0 2 2 3 0 0 0 0 0 0 6 26 53 38 13 1 0 0 0 44 38.5 5.1 0700 - 0800 172 46 43 45 38 0 0 150 0 10 0 3 1 3 3 2 0 0 0 0 0 0 5 27 80 40 15 5 0 0 0 43.6 39.1 4.8 0800 - 0900 131 41 30 21 39 0 0 112 0 11 1 3 0 0 3 1 0 0 0 1 0 0 5 21 56 34 10 3 1 0 0 43.7 38.7 5.6 0900 - 1000 118 40 21 28 29 0 0 93 1 20 0 1 1 0 0 2 0 0 0 0 0 3 7 21 45 31 7 0 4 0 0 43.7 38.3 6.1 1000 - 1100 124 28 32 31 33 1 2 99 2 12 1 1 1 0 2 3 0 0 0 0 1 1 4 28 53 30 4 3 0 0 0 42.3 37.6 5.4 1100 - 1200 123 26 41 26 30 0 1 95 2 14 1 2 0 1 5 2 0 0 0 0 0 0 10 30 59 19 3 1 1 0 0 41.4 36.9 4.8 1200 - 1300 156 36 29 61 30 0 0 124 2 15 1 2 0 1 6 5 0 0 0 1 0 3 12 22 76 33 7 1 1 0 0 42.2 37.4 5.5 1300 - 1400 142 49 28 37 28 0 1 121 2 12 0 1 0 1 2 2 0 0 0 0 0 0 1 25 59 46 8 1 2 0 0 43.3 39 4.5 1400 - 1500 174 41 47 48 38 0 0 142 2 18 3 3 0 0 1 5 0 0 1 0 0 0 8 31 85 36 10 3 0 0 0 42.9 37.9 5.1 1500 - 1600 200 47 44 64 45 0 1 170 1 19 0 2 0 1 2 4 0 0 0 0 0 0 4 28 70 81 12 4 1 0 0 43.7 39.6 4.4 1600 - 1700 213 65 54 55 39 0 0 190 5 10 0 0 0 0 5 3 0 0 0 0 0 1 5 30 92 68 12 4 1 0 0 43.2 39 4.7 1700 - 1800 126 36 37 30 23 0 0 120 0 2 0 0 0 0 1 3 0 0 0 0 0 0 3 15 45 45 15 2 1 0 0 44.7 40.2 4.9 1800 - 1900 99 22 30 25 22 0 0 83 1 10 0 0 0 0 1 4 0 0 0 0 0 0 3 15 33 33 12 3 0 0 0 45.5 39.6 5.3 1900 - 2000 52 16 19 7 10 0 0 45 0 3 0 0 0 0 4 0 0 0 0 0 0 0 4 7 18 17 5 1 0 0 0 44.6 39.1 5.6 2000 - 2100 22 4 4 6 8 0 0 19 0 2 0 0 0 0 0 1 0 0 0 0 0 0 1 4 6 6 1 2 2 0 0 51.1 41.1 7.4 2100 - 2200 25 13 7 4 1 0 0 23 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 2 10 7 2 1 2 0 0 48.4 41.6 6.2 2200 - 2300 10 4 2 2 2 0 0 7 0 1 0 0 0 1 0 1 0 0 0 0 0 0 1 1 3 3 1 0 1 0 0 - 40.4 7.9 2300 - 0000 3 2 0 1 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 - 41.2 5.6 0700 - 1900 1778 477 436 471 394 1 5 1499 18 153 7 18 3 7 31 36 0 0 1 2 1 8 67 293 753 496 115 30 12 0 0 43.3 38.6 5.1 0600 - 2200 2014 534 514 521 445 1 5 1696 20 168 11 23 3 9 38 40 0 0 1 2 1 8 79 332 840 564 136 35 16 0 0 43.4 38.7 5.2 0600 - 0000 2027 540 516 524 447 1 5 1705 20 169 11 23 3 10 39 41 0 0 1 2 1 8 80 334 843 569 137 35 17 0 0 43.4 38.7 5.2 0000 - 0000 2150 579 539 552 480 2 6 1795 20 178 16 25 3 11 46 48 0 0 1 2 1 8 86 363 879 603 151 39 17 0 0 43.5 38.7 5.2

Virtual Day (7.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 1 2 2 1 0 0 5 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 2 1 1 0 0 0 - 39.8 6.8 0100 - 0200 6 1 2 1 1 0 0 4 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 1 1 1 1 0 0 0 - 38.2 6.9 0200 - 0300 4 2 0 1 1 0 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 - 39.3 7.5 0300 - 0400 8 2 1 2 3 0 0 5 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 2 2 1 0 0 0 0 - 37.3 5.5 0400 - 0500 17 2 3 6 5 0 0 9 0 3 2 0 0 0 2 1 0 0 0 0 0 0 3 4 7 3 0 0 0 0 0 41.3 36.1 5.4 0500 - 0600 33 13 5 6 9 0 0 25 0 3 1 1 0 0 1 1 0 0 0 0 0 0 2 6 10 11 3 1 0 0 0 44.4 38.8 5.7 0600 - 0700 86 23 19 22 22 0 0 70 2 7 1 1 0 1 2 2 0 0 0 0 0 1 5 13 32 24 8 3 0 0 0 44.3 38.9 5.8 0700 - 0800 124 25 28 37 34 0 0 102 1 12 1 2 1 1 2 1 0 0 0 0 0 1 5 22 50 33 10 2 0 0 0 43.8 38.5 5.2 0800 - 0900 123 32 28 33 31 0 1 101 1 11 2 2 0 0 1 2 0 0 0 0 0 1 7 21 49 32 10 2 1 0 0 43.9 38.5 5.6 0900 - 1000 118 30 29 29 31 0 2 92 3 14 1 3 0 1 1 2 0 0 0 0 0 1 7 23 50 29 6 2 1 0 0 42.8 37.9 5.3 1000 - 1100 132 31 34 34 32 0 3 107 2 11 1 2 0 1 3 2 0 0 0 0 0 0 6 23 57 32 9 3 1 0 0 43.6 38.5 5.4 1100 - 1200 142 38 34 35 35 0 2 118 3 12 1 1 0 0 3 2 0 0 0 0 0 1 6 27 58 38 7 2 1 0 0 42.8 38.2 5.4 1200 - 1300 138 33 37 38 30 0 1 115 2 11 1 1 0 1 3 2 0 0 0 0 0 1 6 25 57 36 10 1 1 0 0 43.3 38.3 5.4 1300 - 1400 139 38 35 32 33 0 2 117 1 11 0 2 0 1 2 3 0 0 0 0 0 0 6 27 53 40 10 2 1 0 0 43.6 38.6 5.3 1400 - 1500 160 44 39 37 40 0 1 136 2 12 2 2 0 0 2 2 0 0 0 0 0 0 5 26 68 45 12 3 1 0 0 43.5 38.7 5.2 1500 - 1600 179 40 45 48 46 0 1 155 2 14 0 2 0 0 2 2 0 0 0 0 0 1 5 25 70 59 13 4 1 0 0 44 39.3 5.1 1600 - 1700 190 53 43 49 46 0 1 171 2 10 0 0 0 1 2 1 0 0 0 0 0 1 5 25 76 63 16 4 1 0 0 44.2 39.6 5.2 1700 - 1800 147 41 39 34 33 0 0 138 1 5 1 0 0 1 1 1 0 0 0 0 0 0 2 16 53 57 13 5 1 0 0 44.6 40.4 5.6 1800 - 1900 100 29 26 23 22 0 0 89 1 5 0 0 0 0 2 2 0 0 0 0 0 0 4 12 34 32 13 3 1 0 0 45.5 40.2 5.7 1900 - 2000 68 21 15 16 16 0 0 62 0 3 0 0 0 0 1 1 0 0 0 0 0 0 3 9 25 22 7 2 0 0 0 44.8 39.8 5.4 2000 - 2100 36 10 11 10 6 0 0 33 0 1 0 0 0 0 1 1 0 0 0 0 0 0 1 6 11 11 5 2 1 0 0 46.6 40.3 6.3 2100 - 2200 29 11 7 6 5 0 0 27 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3 9 11 3 2 0 0 0 46.6 41.2 5.4 2200 - 2300 19 9 4 4 2 0 0 17 0 1 0 0 0 0 1 1 0 0 0 0 0 0 1 2 7 6 3 1 0 0 0 47.7 41.5 6.4 2300 - 0000 8 2 1 3 2 0 0 7 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 2 3 1 0 0 0 0 - 39.8 7.1 0700 - 1900 1691 433 417 428 413 2 15 1440 21 127 10 17 2 7 23 24 1 0 0 0 2 8 64 271 676 496 129 31 10 2 1 43.8 38.9 5.4 0600 - 2200 1910 498 470 481 462 2 15 1632 23 140 12 18 2 8 28 28 1 1 0 0 2 9 73 302 752 564 152 39 12 2 1 44.0 39.0 5.4 0600 - 0000 1937 509 475 488 466 2 15 1655 23 141 12 18 2 9 30 29 1 1 0 0 2 9 74 306 760 573 156 41 12 3 2 44.0 39.0 5.5 0000 - 0000 2011 530 488 506 486 3 16 1706 23 147 15 19 2 9 35 34 1 1 0 0 2 9 81 322 783 592 161 43 12 3 2 44.0 39.0 5.5

Virtual Week (1.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph Mon 2200 568 524 584 524 2 18 1822 39 177 19 28 1 10 47 36 1 0 1 1 3 13 106 338 848 648 177 53 11 1 0 44 38.9 5.6 Tue 2073 567 477 523 506 2 5 1716 23 190 20 14 2 11 48 40 2 0 0 0 0 5 99 359 771 617 156 44 15 4 3 43.9 39 5.8 Wed 2150 579 539 552 480 2 6 1795 20 178 16 25 3 11 46 48 0 0 1 2 1 8 86 363 879 603 151 39 17 0 0 43.5 38.7 5.2 Thu 2355 581 583 582 609 2 22 1961 30 184 20 30 1 12 39 51 1 2 0 0 3 15 118 378 863 684 212 66 12 1 3 44.3 39.1 5.7 Fri 2313 617 563 593 540 1 11 1953 19 184 14 31 4 12 45 38 0 1 0 0 2 9 89 370 926 683 179 43 8 4 0 43.7 38.9 5.2 Sat 1542 422 366 372 382 3 9 1407 14 71 7 4 2 4 9 11 1 0 0 0 1 5 32 217 629 475 138 30 9 4 2 44.2 39.5 5.2 Sun 1444 376 366 338 364 6 40 1289 19 47 7 2 2 6 14 11 0 1 0 0 5 9 36 227 567 435 115 29 14 4 3 44.1 39.3 5.7 14077 3710 3418 3544 3405 18 111 11943 164 1031 103 134 15 66 248 235 5 4 2 3 15 64 566 2252 5483 4145 1128 304 86 18 11 44 39 5.5 Kirby Hill, North Yorkshire

Report Id 163/18 Site Name Site 1 of 2 Description A168 Leeming Lane, 105m north of B6265 Direction Southbound

Thursday 22 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 1 2 1 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 2 1 0 0 0 0 0 - 36.1 2.9 0100 - 0200 10 3 2 3 2 0 0 5 0 2 0 0 0 0 2 1 0 0 0 0 0 0 1 2 3 2 2 0 0 0 0 - 38.8 6.1 0200 - 0300 9 2 2 2 3 0 1 6 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 4 2 3 0 0 0 0 - 42.9 5.2 0300 - 0400 8 2 2 2 2 0 0 4 0 1 0 0 0 0 2 1 0 0 0 0 0 0 1 1 4 1 1 0 0 0 0 - 37.8 5.3 0400 - 0500 15 2 2 1 10 0 0 9 0 0 0 0 0 0 2 4 0 0 0 0 0 0 0 5 4 4 1 1 0 0 0 45.5 39.3 6.6 0500 - 0600 40 4 16 11 9 0 0 34 0 2 0 0 0 0 1 3 0 0 0 0 0 0 0 5 11 18 2 4 0 0 0 45.2 41.3 5 0600 - 0700 78 12 13 22 31 0 0 59 1 8 3 0 0 1 1 5 0 0 0 0 0 0 3 11 10 24 22 6 2 0 0 48.2 42.1 7 0700 - 0800 192 34 47 50 61 0 1 159 0 25 3 2 0 0 0 2 0 0 0 0 0 0 5 14 57 82 26 7 0 1 0 45.9 41 5.2 0800 - 0900 261 61 60 65 75 0 1 223 4 17 2 2 0 3 1 8 0 0 0 0 0 2 7 39 88 76 43 6 0 0 0 45.8 39.7 5.4 0900 - 1000 182 42 45 52 43 0 0 144 2 18 2 10 1 1 2 2 0 0 0 0 2 2 12 21 65 53 23 3 1 0 0 44.9 39 6.3 1000 - 1100 170 44 53 29 44 0 1 130 4 18 3 6 0 0 5 3 0 0 0 0 0 3 8 18 54 56 27 4 0 0 0 45.5 39.7 5.6 1100 - 1200 150 31 41 39 39 0 2 120 4 12 2 6 0 1 0 3 0 0 0 0 1 1 2 8 59 55 18 4 2 0 0 45.1 40.4 5.2 1200 - 1300 169 49 43 32 45 1 0 128 4 19 1 5 0 2 7 2 0 0 0 1 1 2 7 27 59 50 16 6 0 0 0 44.5 38.9 6.1 1300 - 1400 156 41 38 31 46 0 0 123 3 22 3 2 0 1 1 1 0 0 0 0 0 0 4 29 48 53 17 3 2 0 0 44.5 39.6 5.3 1400 - 1500 172 35 45 40 52 0 2 129 4 26 0 5 0 0 0 5 0 1 0 0 0 3 7 20 62 58 21 1 0 0 0 44.6 39.5 5.1 1500 - 1600 181 45 40 44 52 1 2 149 3 17 2 4 0 0 0 3 0 0 0 0 1 0 3 17 59 68 25 7 1 0 0 45.5 40.7 5.2 1600 - 1700 213 48 51 57 57 0 2 188 1 10 4 2 0 1 2 3 0 0 0 0 0 0 4 23 70 88 24 4 0 0 0 44.6 40.2 4.5 1700 - 1800 207 47 63 43 54 1 0 188 1 7 0 1 0 1 1 7 0 0 1 0 0 0 3 23 53 85 39 3 0 0 0 45.7 40.7 5.2 1800 - 1900 97 28 35 14 20 0 0 85 0 5 2 0 0 0 3 2 0 0 0 0 0 0 2 11 23 40 18 3 0 0 0 47 41 5.2 1900 - 2000 62 24 16 15 7 0 3 53 1 3 0 0 0 0 0 2 0 0 0 0 0 0 1 10 24 21 5 1 0 0 0 43.5 39.2 4.5 2000 - 2100 28 7 12 6 3 0 0 27 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 13 14 0 0 0 0 0 42.8 39.8 3.1 2100 - 2200 15 4 2 5 4 0 0 12 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 2 4 4 4 0 0 0 0 46.7 39.7 6.8 2200 - 2300 7 2 3 1 1 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 2 0 0 0 0 0 - 38.2 2.8 2300 - 0000 4 0 0 0 4 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 - 38.3 7.4 0700 - 1900 2150 505 561 496 588 3 11 1766 30 196 24 45 1 10 22 41 0 1 1 1 5 13 64 250 697 764 297 51 6 1 0 45.3 40.0 5.4 0600 - 2200 2333 552 604 544 633 3 14 1917 32 210 27 45 1 11 23 49 0 1 1 1 5 14 68 274 748 827 328 58 8 1 0 45.4 40.0 5.4 0600 - 0000 2344 554 607 545 638 3 14 1924 32 214 27 45 1 11 23 49 0 1 1 1 5 14 68 278 751 830 329 58 8 1 0 45.4 40.0 5.4 0000 - 0000 2430 568 633 565 664 3 15 1984 32 219 27 45 1 11 31 61 0 1 1 1 5 14 70 292 779 858 338 63 8 1 0 45.4 40.0 5.4

Friday 23 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 1 0 1 2 0 0 2 0 0 0 0 0 0 1 1 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 - 36.1 14 0100 - 0200 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 - 41.1 - 0200 - 0300 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 - 45.7 - 0300 - 0400 1 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 - 39.9 - 0400 - 0500 9 1 1 5 2 0 0 8 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3 3 2 0 0 0 0 - 41.4 5.2 0500 - 0600 36 8 10 12 6 0 0 30 0 3 0 0 0 1 0 2 0 0 0 0 0 0 0 5 14 11 4 2 0 0 0 45.7 40.2 5.8 0600 - 0700 74 10 15 25 24 0 0 51 0 9 1 0 0 2 2 9 0 0 0 0 0 0 0 9 16 24 17 8 0 0 0 48.8 42.2 5.8 0700 - 0800 173 31 38 43 61 0 1 150 0 15 0 2 0 0 1 4 0 0 0 0 0 0 0 15 56 67 25 9 1 0 0 46.7 41.5 4.8 0800 - 0900 245 54 61 57 73 0 0 213 3 19 0 3 0 1 1 4 0 1 0 0 0 0 1 35 94 85 25 4 1 0 0 44.3 39.9 4.5 0900 - 1000 173 57 36 35 45 0 0 142 1 13 3 6 0 1 3 4 0 0 0 0 0 0 1 27 60 65 20 0 0 0 0 44.7 39.6 4.5 1000 - 1100 180 46 52 46 36 0 2 145 4 17 2 5 0 2 0 3 0 0 0 0 1 4 5 29 55 69 15 2 0 0 0 43.8 38.8 5.6 1100 - 1200 172 43 46 47 36 0 1 145 3 18 0 2 0 1 1 1 0 0 0 0 0 5 5 18 49 66 25 4 0 0 0 45.2 39.9 5.9 1200 - 1300 188 63 49 40 36 0 1 148 1 20 3 6 0 1 6 2 0 0 0 0 3 6 10 25 52 62 23 5 2 0 0 45.2 39.1 7 1300 - 1400 191 40 51 49 51 0 3 155 0 25 1 2 0 0 1 4 0 0 0 0 0 0 9 23 42 81 28 6 1 1 0 45.7 40.8 5.8 1400 - 1500 178 45 50 37 46 0 3 147 3 15 0 4 1 0 3 2 0 0 0 0 0 5 2 22 58 70 19 2 0 0 0 44.6 39.7 5.3 1500 - 1600 174 30 38 51 55 0 2 147 5 13 0 3 0 0 1 3 0 0 0 0 0 6 8 13 57 64 25 1 0 0 0 45 39.4 5.5 1600 - 1700 183 43 50 50 40 0 1 158 0 17 3 1 0 0 2 1 0 0 0 0 0 2 3 13 54 85 20 6 0 0 0 44.7 40.7 4.9 1700 - 1800 180 48 37 63 32 0 1 165 1 7 0 0 0 2 1 3 0 0 0 0 0 0 1 10 52 73 38 6 0 0 0 46.5 41.7 4.4 1800 - 1900 108 24 33 29 22 0 0 96 2 4 0 0 0 1 3 2 0 0 0 0 0 0 1 8 33 43 20 2 1 0 0 47.3 41.5 4.7 1900 - 2000 79 28 18 19 14 0 1 71 1 4 1 0 0 0 1 0 0 0 0 0 0 0 1 12 27 26 11 2 0 0 0 45.1 39.9 4.8 2000 - 2100 44 6 15 16 7 0 0 41 0 1 0 0 0 0 2 0 0 0 0 0 0 0 2 4 19 15 3 1 0 0 0 43.8 39 4.6 2100 - 2200 51 3 16 14 18 0 2 45 0 3 0 0 0 0 0 1 0 0 0 0 0 0 1 5 17 18 9 1 0 0 0 45.3 40.5 4.8 2200 - 2300 15 3 5 1 6 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 4 3 0 0 0 0 45.7 39.4 5.3 2300 - 0000 12 3 3 1 5 0 0 11 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 6 2 1 1 0 0 0 46.3 38.6 5.7 0700 - 1900 2145 524 541 547 533 0 15 1811 23 183 12 34 1 9 23 33 0 1 0 0 4 28 46 238 662 830 283 47 6 1 0 45.1 40.2 5.4 0600 - 2200 2393 571 605 621 596 0 18 2019 24 200 14 34 1 11 28 43 0 1 0 0 4 28 50 268 741 913 323 59 6 1 0 45.2 40.2 5.4 0600 - 0000 2420 577 613 623 607 0 18 2045 24 200 14 34 1 11 29 43 0 1 0 0 4 28 52 272 751 919 327 60 6 1 0 45.2 40.2 5.4 0000 - 0000 2472 588 624 643 617 0 19 2087 24 203 14 35 1 12 30 46 0 1 0 0 4 29 53 278 769 935 334 63 6 1 0 45.2 40.2 5.4

Saturday 24 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 11 0 4 4 3 0 0 7 0 1 0 0 0 0 2 1 0 0 0 0 0 0 0 2 5 4 0 0 0 0 0 43.6 38.5 4.2 0100 - 0200 7 1 4 0 2 0 1 5 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 1 1 3 0 0 0 0 - 42.2 6.3 0200 - 0300 7 1 3 2 1 0 0 4 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 2 2 1 1 1 0 0 0 - 40.2 7.3 0300 - 0400 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 - 50.9 - 0400 - 0500 9 1 2 4 2 0 0 6 0 2 0 0 0 0 1 0 0 0 0 0 0 0 1 0 4 2 1 1 0 0 0 - 40.5 7.1 0500 - 0600 17 0 7 9 1 0 0 15 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 7 6 2 0 0 0 50 44.7 3.9 0600 - 0700 30 3 5 8 14 0 0 23 1 3 0 1 0 0 1 1 0 0 0 0 0 0 2 1 7 10 10 0 0 0 0 48.4 41.4 5.6 0700 - 0800 54 7 17 17 13 0 0 39 1 11 0 0 0 1 1 1 0 0 0 0 0 0 2 4 17 16 10 4 1 0 0 48.5 41.6 6 0800 - 0900 90 21 25 18 26 0 2 79 1 5 1 1 0 1 0 0 0 0 0 0 0 0 1 2 30 37 14 4 2 0 0 47 42.1 4.7 0900 - 1000 127 29 24 30 44 0 0 109 2 8 4 0 0 2 2 0 0 0 0 0 0 0 0 14 36 46 25 6 0 0 0 46.1 41.3 4.9 1000 - 1100 171 30 45 55 41 1 0 157 1 6 2 1 0 1 1 1 0 0 0 0 1 0 2 14 56 72 19 6 1 0 0 45.1 40.5 5 1100 - 1200 161 38 38 44 41 1 0 141 4 9 2 0 1 0 2 1 0 0 0 0 1 3 0 10 66 58 21 2 0 0 0 45 40.1 5.2 1200 - 1300 160 39 48 37 36 3 0 150 0 5 1 0 0 0 0 1 0 0 0 2 1 0 2 15 45 57 33 5 0 0 0 46.7 40.7 6.3 1300 - 1400 145 41 36 30 38 0 2 135 2 5 0 0 0 0 0 1 0 0 0 0 0 0 3 12 47 56 24 2 1 0 0 45.5 41 4.7 1400 - 1500 156 28 33 48 47 2 2 146 3 2 0 0 0 0 1 0 0 0 0 1 1 0 2 9 49 56 32 5 1 0 0 46.9 41.2 5.8 1500 - 1600 118 27 31 31 29 0 3 108 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 11 26 52 26 2 1 0 0 46.7 42.1 4.7 1600 - 1700 97 22 24 24 27 0 1 88 4 3 0 0 0 0 1 0 0 0 0 0 0 0 2 6 23 46 17 2 1 0 0 46.7 41.7 4.7 1700 - 1800 114 27 30 35 22 0 0 109 1 3 0 0 0 0 1 0 0 0 0 0 0 0 0 9 22 45 32 4 2 0 0 46.9 42.7 4.8 1800 - 1900 79 28 24 15 12 0 1 73 2 2 0 0 0 1 0 0 0 0 0 0 0 1 3 6 21 29 14 2 3 0 0 46.8 41.3 6.3 1900 - 2000 61 19 17 12 13 0 0 60 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 6 27 15 11 0 0 0 0 46.1 39.8 4.8 2000 - 2100 33 6 12 6 9 0 0 28 1 2 1 0 0 0 0 1 0 0 0 0 0 0 3 3 13 10 3 0 1 0 0 43.6 39.3 6 2100 - 2200 20 7 2 4 7 0 0 19 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 8 7 2 0 0 0 0 44.5 39.2 5 2200 - 2300 15 5 4 2 4 0 0 13 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 5 7 3 0 0 0 0 0 41.7 37.2 3.8 2300 - 0000 11 1 7 2 1 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 5 1 1 0 0 0 0 43.2 36.7 5.2 0700 - 1900 1472 337 375 384 376 7 11 1334 21 65 11 2 1 6 9 5 0 0 0 3 4 4 17 112 438 570 267 44 13 0 0 46.4 41.2 5.3 0600 - 2200 1616 372 411 414 419 7 11 1464 24 70 13 3 1 6 10 7 0 0 0 3 4 4 25 124 493 612 293 44 14 0 0 46.3 41.1 5.3 0600 - 0000 1642 378 422 418 424 7 11 1488 24 71 13 3 1 6 11 7 0 0 0 3 4 4 26 132 505 616 294 44 14 0 0 46.2 41.0 5.3 0000 - 0000 1694 381 442 437 434 7 12 1526 24 74 13 3 1 6 16 12 0 0 0 3 4 4 27 138 519 631 305 49 14 0 0 46.2 41.1 5.3 Sunday 25 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 8 2 2 3 1 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 1 0 2 0 0 0 - 39 9.2 0100 - 0200 5 3 2 0 0 0 0 3 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 2 2 0 0 0 0 0 - 38.1 3.8 0200 - 0300 6 2 1 3 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 1 0 1 0 0 - 42.1 9.8 0300 - 0400 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 - 44.3 - 0400 - 0500 17 1 7 5 4 0 0 16 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 7 3 6 1 0 0 0 49.4 43.1 4.9 0500 - 0600 7 2 3 1 1 0 0 5 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 1 1 4 0 0 0 0 0 - 38.5 5.5 0600 - 0700 26 4 6 5 11 0 0 22 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 7 12 5 2 0 0 0 48.5 42.7 4.5 0700 - 0800 49 11 12 12 14 1 1 41 0 2 1 0 0 1 1 1 0 0 0 2 3 0 0 0 14 17 11 1 1 0 0 48.1 40.6 9.4 0800 - 0900 95 22 19 14 40 1 3 84 0 2 1 0 1 2 1 0 0 0 4 6 3 0 0 7 20 31 22 1 0 1 0 46.3 37.9 11.4 0900 - 1000 137 40 27 29 41 0 0 129 1 3 0 2 0 1 0 1 0 0 0 0 0 1 1 14 47 40 31 2 1 0 0 46.5 40.8 5.2 1000 - 1100 229 58 61 60 50 2 1 220 1 5 0 0 0 0 0 0 0 0 0 1 1 0 4 25 81 87 27 3 0 0 0 44.7 39.8 4.9 1100 - 1200 138 41 41 33 23 1 7 128 0 2 0 0 0 0 0 0 0 0 0 0 0 1 3 16 45 52 18 3 0 0 0 45.3 40.2 5.1 1200 - 1300 135 38 39 34 24 2 9 117 0 7 0 0 0 0 0 0 0 0 0 0 1 1 0 12 37 54 25 4 1 0 0 46.8 41.1 5.4 1300 - 1400 128 27 41 24 36 1 14 111 0 0 0 0 0 0 0 2 0 0 1 0 0 0 3 3 44 61 12 3 1 0 0 44.4 40.6 5 1400 - 1500 136 30 42 37 27 0 7 123 0 4 0 0 0 0 0 2 0 0 0 0 0 0 0 14 50 58 12 1 1 0 0 44.1 40.3 4.1 1500 - 1600 105 23 27 24 31 0 1 98 3 2 0 1 0 0 0 0 0 0 0 0 0 1 2 7 23 51 19 2 0 0 0 46.4 41.3 5.1 1600 - 1700 143 43 43 25 32 0 5 130 2 3 0 0 0 1 1 1 0 0 0 0 0 0 3 12 39 59 23 5 2 0 0 46.8 41.6 5.3 1700 - 1800 84 21 24 21 18 0 2 75 0 6 0 0 0 0 0 1 0 0 0 0 0 0 0 7 16 37 19 4 1 0 0 47.8 42.4 4.8 1800 - 1900 57 20 14 13 10 0 0 55 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 23 23 9 1 1 0 0 46.2 41.7 4.4 1900 - 2000 33 11 7 9 6 0 0 30 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 4 11 9 4 1 0 0 0 46.1 38.9 6 2000 - 2100 26 8 9 6 3 0 0 25 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7 6 11 2 0 0 0 0 43.9 39.1 4.3 2100 - 2200 21 9 5 4 3 0 0 20 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 5 13 1 0 0 0 0 44.2 40.9 3.5 2200 - 2300 9 5 1 1 2 0 0 8 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 2 3 2 0 0 0 0 - 40 5.3 2300 - 0000 7 2 3 1 1 0 0 4 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 3 2 0 0 0 0 - 41.7 3.9 0700 - 1900 1436 374 390 326 346 8 50 1311 7 37 2 3 1 6 3 8 0 0 5 9 8 4 16 117 439 570 228 30 9 1 0 45.7 40.6 5.9 0600 - 2200 1542 406 417 350 369 8 50 1408 9 40 2 4 1 7 3 10 0 0 5 9 8 4 20 130 468 615 240 33 9 1 0 45.7 40.6 5.8 0600 - 0000 1558 413 421 352 372 8 50 1420 9 41 2 4 1 7 6 10 0 0 5 9 8 4 20 132 472 621 244 33 9 1 0 45.7 40.6 5.8 0000 - 0000 1602 423 437 364 378 8 50 1458 9 42 2 4 1 7 7 14 0 0 5 9 8 4 22 138 485 633 251 36 10 1 0 45.7 40.6 5.8

Monday 26 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 9 1 3 2 3 0 0 6 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 2 4 2 0 0 1 0 0 - 40.6 7.9 0100 - 0200 5 1 0 3 1 0 0 4 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 1 1 0 0 0 - 45.2 4.4 0200 - 0300 7 1 3 1 2 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 4 0 0 0 0 - 45.2 3.8 0300 - 0400 14 2 3 5 4 0 0 10 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 10 2 2 0 0 0 0 45.3 40.5 3.4 0400 - 0500 43 5 4 24 10 0 0 35 1 3 2 0 0 0 1 1 0 0 0 0 0 0 2 3 12 13 10 3 0 0 0 49.1 41.5 6.3 0500 - 0600 79 11 15 21 32 0 0 65 0 6 1 2 0 0 3 2 0 0 0 0 0 1 3 9 24 29 8 3 1 0 1 45.4 40.7 6.7 0600 - 0700 192 25 40 62 65 0 0 158 2 22 0 2 0 0 3 4 1 0 0 0 3 3 5 23 59 67 31 1 0 0 0 45.5 39.5 6 0700 - 0800 232 44 64 67 57 0 0 203 2 17 2 3 0 1 1 3 0 0 0 0 0 0 4 17 70 98 38 4 0 1 0 45.8 41.1 4.9 0800 - 0900 152 39 47 36 30 0 1 125 2 14 1 2 0 0 2 5 0 0 0 0 0 0 3 14 37 59 29 9 1 0 0 46.6 41.5 5.4 0900 - 1000 143 31 35 41 36 1 0 112 1 18 1 3 0 0 1 5 1 0 0 1 0 3 4 12 47 47 24 5 0 0 0 46 40.2 6.1 1000 - 1100 167 43 36 41 47 0 0 137 3 14 1 2 0 0 5 5 0 0 0 0 0 2 2 20 64 62 14 3 0 0 0 44.3 39.5 4.9 1100 - 1200 137 30 33 39 35 3 3 103 6 15 0 1 0 0 2 4 0 0 0 1 2 0 1 17 55 39 19 1 2 0 0 45.2 39.4 6 1200 - 1300 166 34 48 40 44 0 1 138 1 10 2 5 0 1 3 4 1 0 0 0 0 0 2 17 42 75 24 6 0 0 0 45.9 41.1 4.7 1300 - 1400 154 33 29 39 53 1 0 131 4 11 1 0 0 0 2 4 0 0 0 0 1 0 1 18 45 59 25 5 0 0 0 46.1 40.7 5.3 1400 - 1500 164 40 43 45 36 1 2 137 2 12 1 3 0 1 4 1 0 0 0 2 1 7 4 13 49 65 21 2 0 0 0 44.9 39.4 6.8 1500 - 1600 168 34 44 41 49 0 2 142 1 11 1 3 0 0 6 2 0 0 0 0 1 0 0 11 45 71 36 3 1 0 0 46 41.6 4.7 1600 - 1700 193 66 47 41 39 0 1 170 3 10 1 1 0 1 0 6 0 0 0 0 2 4 7 10 47 84 30 8 1 0 0 46.6 40.9 6.3 1700 - 1800 108 31 26 29 22 0 1 93 1 5 2 2 0 0 0 4 0 0 0 0 0 0 0 6 35 43 24 0 0 0 0 46.8 41.4 4.2 1800 - 1900 70 27 17 18 8 1 1 54 2 7 0 2 0 0 1 2 0 0 0 0 1 0 3 1 19 25 18 3 0 0 0 46.8 41.7 6 1900 - 2000 61 15 22 9 15 0 1 56 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 7 18 24 9 2 0 0 0 45.4 40.6 4.9 2000 - 2100 51 9 17 13 12 0 1 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 21 16 4 3 0 0 0 44.7 39.9 4.5 2100 - 2200 14 3 4 5 2 0 0 10 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 3 4 4 1 2 0 0 0 49.3 41 6 2200 - 2300 14 2 3 5 4 0 1 11 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 4 4 5 0 0 0 0 46.1 41.9 4.3 2300 - 0000 5 2 1 1 1 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 1 0 0 0 - 43.6 4.1 0700 - 1900 1854 452 469 477 456 7 12 1545 28 144 13 27 0 4 27 45 2 0 0 4 8 16 31 156 555 727 302 49 5 1 0 45.9 40.7 5.5 0600 - 2200 2172 504 552 566 550 7 14 1819 30 169 14 29 0 4 31 52 3 0 0 4 11 19 37 196 657 838 347 57 5 1 0 45.8 40.5 5.5 0600 - 0000 2191 508 556 572 555 7 15 1835 30 169 14 29 0 4 33 52 3 0 0 4 11 19 37 197 662 845 352 58 5 1 0 45.8 40.6 5.5 0000 - 0000 2348 529 584 628 607 7 15 1962 31 181 17 31 0 4 40 57 3 0 0 4 11 20 42 211 714 895 377 65 7 1 1 45.9 40.6 5.6

Tuesday 27 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 1 1 2 2 0 0 3 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 3 0 1 0 0 0 - 41.8 4.3 0100 - 0200 9 1 2 3 3 0 0 6 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 1 2 4 1 1 0 0 0 - 42.6 5.8 0200 - 0300 8 1 2 3 2 0 0 3 0 1 0 0 0 0 3 1 0 0 0 0 0 0 1 1 3 0 3 0 0 0 0 - 39.1 7.5 0300 - 0400 10 2 3 2 3 0 0 7 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 2 4 1 2 1 0 0 0 - 41 7 0400 - 0500 30 5 5 12 8 0 0 26 0 2 0 0 0 1 0 1 0 0 0 0 0 0 0 3 6 14 7 0 0 0 0 47.9 41.9 4.6 0500 - 0600 71 7 12 27 25 0 0 56 1 8 1 0 0 0 2 3 0 0 0 0 0 1 6 3 28 19 13 1 0 0 0 45.8 39.5 5.7 0600 - 0700 194 41 42 54 57 0 0 169 1 19 0 1 0 0 3 1 0 0 0 0 0 2 4 23 82 55 24 3 1 0 0 44.9 39.5 5 0700 - 0800 227 57 55 64 51 0 0 190 3 26 0 1 0 2 2 3 0 0 0 0 0 3 10 23 79 87 19 5 1 0 0 44.1 39.6 5.4 0800 - 0900 150 44 35 39 32 0 0 115 3 16 2 2 2 2 2 6 0 0 0 0 0 0 4 25 58 53 10 0 0 0 0 44.1 39.2 4.3 0900 - 1000 139 41 19 39 40 0 0 109 2 14 3 3 0 1 4 3 0 0 0 0 0 1 5 21 50 49 9 3 1 0 0 43.7 39.2 5.3 1000 - 1100 142 31 43 37 31 0 0 119 0 18 2 0 0 0 2 1 0 0 0 0 0 0 1 12 52 63 8 6 0 0 0 44.4 40.5 4.3 1100 - 1200 136 45 35 28 28 0 0 110 2 17 1 0 0 1 1 4 0 0 0 0 0 0 6 14 47 53 15 1 0 0 0 44.4 39.9 4.5 1200 - 1300 151 38 43 38 32 0 0 117 3 20 4 1 0 0 3 3 0 0 0 0 0 0 0 18 59 58 14 2 0 0 0 44.5 40.1 4.3 1300 - 1400 136 33 33 41 29 0 0 109 3 14 3 3 0 1 0 2 0 1 0 0 0 2 1 11 54 48 16 4 0 0 0 45.1 40.2 4.9 1400 - 1500 180 47 48 49 36 0 1 155 1 14 0 2 0 0 3 4 0 0 0 0 3 1 6 20 33 76 34 7 0 0 0 47 40.6 6.3 1500 - 1600 166 41 39 35 51 0 1 138 0 16 3 3 1 0 2 2 0 0 0 0 0 0 2 15 56 57 29 6 0 1 0 46.2 41.1 5.2 1600 - 1700 176 47 41 52 36 0 0 150 1 16 2 2 0 0 3 2 0 0 0 0 0 0 0 15 52 81 24 3 0 1 0 45.6 41.3 4.6 1700 - 1800 99 27 23 27 22 0 0 91 1 5 0 0 0 2 0 0 0 0 0 0 0 0 0 5 27 42 22 3 0 0 0 47.8 42.5 4.7 1800 - 1900 61 13 13 16 19 0 1 58 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 15 18 22 4 0 0 0 49.3 43.5 5.1 1900 - 2000 43 19 8 8 8 1 0 36 0 2 0 0 0 0 3 1 0 0 0 0 1 3 1 4 11 18 5 0 0 0 0 44.4 38.5 7.1 2000 - 2100 56 10 13 23 10 0 0 48 1 1 0 0 0 2 2 2 0 0 0 0 0 0 3 6 21 14 7 5 0 0 0 47.3 40.5 6 2100 - 2200 16 2 4 3 7 0 0 11 0 1 0 0 0 0 2 2 0 0 0 0 0 0 0 3 4 8 1 0 0 0 0 42.6 39.5 3.6 2200 - 2300 9 2 2 1 4 0 0 7 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 3 3 1 0 0 0 0 0 - 34.5 5.3 2300 - 0000 6 2 2 1 1 0 0 4 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 1 0 1 1 1 0 0 0 - 38.3 11 0700 - 1900 1763 464 427 465 407 0 3 1461 19 177 20 17 3 9 22 31 0 1 0 0 3 7 35 181 582 685 222 44 2 2 0 45.1 40.4 5.1 0600 - 2200 2072 536 494 553 489 1 3 1725 21 200 20 18 3 11 32 37 0 1 0 0 4 12 43 217 700 780 259 52 3 2 0 45.1 40.3 5.1 0600 - 0000 2087 540 498 555 494 1 3 1736 21 201 20 18 3 11 32 40 0 1 0 0 4 12 47 221 703 782 260 53 3 2 0 45.1 40.3 5.2 0000 - 0000 2221 557 523 604 537 1 3 1837 22 214 21 18 3 12 41 48 0 1 0 0 4 13 54 231 748 823 286 57 3 2 0 45.2 40.3 5.2 Wednesday 28 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 1 1 0 4 0 0 3 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 1 3 1 1 0 0 0 0 - 38.4 5.6 0100 - 0200 8 1 4 3 0 0 0 6 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4 1 2 0 0 0 - 45 6.1 0200 - 0300 5 1 1 3 0 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 1 0 0 0 0 - 42.8 3.4 0300 - 0400 10 0 1 4 5 0 0 5 0 1 0 0 0 1 2 1 0 0 0 0 0 1 1 0 3 2 3 0 0 0 0 - 39.4 8.2 0400 - 0500 46 11 9 15 11 0 0 32 0 4 1 0 0 0 3 6 0 0 0 0 0 0 3 10 14 5 9 3 2 0 0 48.7 40.2 7.4 0500 - 0600 67 9 12 18 28 0 0 53 0 6 2 0 0 2 1 3 0 0 0 0 0 2 2 6 10 28 14 2 2 1 0 48.4 41.9 6.9 0600 - 0700 162 23 42 39 58 0 0 130 2 17 2 2 0 3 0 6 0 0 0 0 0 0 5 18 53 54 28 3 1 0 0 45.9 40.7 5.3 0700 - 0800 234 59 58 68 49 0 2 205 0 20 1 3 0 1 0 1 0 1 0 0 1 3 7 19 53 97 43 11 0 0 0 46.7 41 5.9 0800 - 0900 173 46 34 38 55 0 0 134 0 17 4 4 1 1 5 7 0 0 0 0 1 1 8 22 59 55 24 3 0 0 0 45.4 39.4 5.5 0900 - 1000 151 42 27 36 46 0 0 118 2 20 1 4 0 1 3 2 0 0 0 0 0 0 1 11 63 49 24 2 1 0 0 45.4 40.7 4.5 1000 - 1100 142 35 31 34 42 0 0 117 0 17 1 0 0 0 1 6 0 0 0 0 0 0 0 9 52 57 21 3 0 0 0 45.4 40.9 4.5 1100 - 1200 146 38 35 40 33 0 0 117 2 14 3 3 0 1 1 4 0 1 0 0 0 0 6 18 46 52 20 3 1 0 0 45.6 40.1 5.3 1200 - 1300 175 39 48 49 39 0 3 138 1 17 3 3 1 0 6 3 0 0 0 0 0 2 5 35 64 49 17 3 0 0 0 44.1 38.5 5.3 1300 - 1400 148 31 35 33 49 0 2 120 4 11 4 2 0 0 2 3 0 0 0 0 0 0 2 15 48 63 16 3 1 0 0 44.7 40.5 4.7 1400 - 1500 142 38 23 45 36 0 0 118 3 14 0 0 0 1 4 2 0 0 1 0 0 0 4 13 52 54 16 2 0 0 0 44.6 39.8 5.2 1500 - 1600 173 49 39 41 44 0 0 141 2 15 3 4 0 0 4 4 0 0 0 0 0 0 2 15 46 72 27 7 2 2 0 46.8 41.7 5.8 1600 - 1700 170 37 44 42 47 0 0 149 2 8 2 0 1 3 2 3 0 0 0 0 0 5 2 17 49 63 30 4 0 0 0 45.7 40.3 5.9 1700 - 1800 111 37 30 16 28 0 0 98 0 8 0 0 0 0 1 4 0 0 0 0 0 0 2 8 32 41 25 3 0 0 0 46.9 41.4 5 1800 - 1900 69 17 26 11 15 0 1 61 1 5 0 0 0 0 0 1 0 0 0 0 0 0 0 6 19 22 21 1 0 0 0 46.9 41.8 4.8 1900 - 2000 31 12 9 4 6 0 1 25 0 2 0 0 0 0 1 2 0 0 0 0 0 0 0 7 8 11 4 1 0 0 0 45.2 39.9 5.1 2000 - 2100 51 16 14 16 5 0 1 43 0 2 2 0 0 0 2 1 0 0 0 0 0 0 1 5 21 13 11 0 0 0 0 46.4 40.2 4.8 2100 - 2200 17 6 4 6 1 0 0 15 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5 9 2 0 0 0 0 44.6 40.6 4.2 2200 - 2300 17 5 5 3 4 0 0 12 0 1 0 0 0 0 2 2 0 0 0 0 0 0 0 4 7 3 3 0 0 0 0 46.5 39.2 4.9 2300 - 0000 11 2 2 4 3 0 0 6 0 1 0 0 0 0 1 3 0 0 0 0 0 0 0 2 7 2 0 0 0 0 0 44.1 37.8 3.8 0700 - 1900 1834 468 430 453 483 0 8 1516 17 166 22 23 3 8 29 40 0 2 1 0 2 11 39 188 583 674 284 45 5 2 0 45.7 40.4 5.4 0600 - 2200 2095 525 499 518 553 0 10 1729 19 188 26 25 3 11 33 49 0 2 1 0 2 11 45 219 670 761 329 49 6 2 0 45.7 40.4 5.3 0600 - 0000 2123 532 506 525 560 0 10 1747 19 190 26 25 3 11 36 54 0 2 1 0 2 11 45 225 684 766 332 49 6 2 0 45.7 40.4 5.3 0000 - 0000 2265 555 534 568 608 0 10 1850 19 203 29 25 3 14 44 66 0 2 1 0 2 14 51 242 716 809 361 56 10 3 0 45.9 40.5 5.4

Virtual Day (7.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 7 1 2 2 2 0 0 4 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 1 3 2 0 1 0 0 0 - 39 7 0100 - 0200 6 2 2 2 1 0 0 4 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 1 2 1 1 0 0 0 - 41.9 5.9 0200 - 0300 6 1 2 2 1 0 0 4 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 2 1 2 0 0 0 0 - 42.1 6.4 0300 - 0400 6 1 1 2 2 0 0 4 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 3 1 1 0 0 0 0 - 40.2 6 0400 - 0500 24 4 4 9 7 0 0 19 0 2 0 0 0 0 1 2 0 0 0 0 0 0 1 3 7 6 5 1 0 0 0 48.2 41.1 6.3 0500 - 0600 45 6 11 14 15 0 0 37 0 4 1 0 0 0 1 2 0 0 0 0 0 1 2 4 13 17 7 2 0 0 0 46.1 40.9 6.2 0600 - 0700 108 17 23 31 37 0 0 87 1 11 1 1 0 1 1 4 0 0 0 0 0 1 3 12 33 35 20 3 1 0 0 46.1 40.5 5.7 0700 - 0800 166 35 42 46 44 0 1 141 1 17 1 2 0 1 1 2 0 0 0 0 1 1 4 13 49 66 25 6 1 0 0 45.9 40.8 5.6 0800 - 0900 167 41 40 38 47 0 1 139 2 13 2 2 1 1 2 4 0 0 1 1 1 0 3 21 55 57 24 4 1 0 0 45.5 39.9 5.9 0900 - 1000 150 40 30 37 42 0 0 123 2 13 2 4 0 1 2 2 0 0 0 0 0 1 3 17 53 50 22 3 1 0 0 45.4 40 5.4 1000 - 1100 172 41 46 43 42 0 1 146 2 14 2 2 0 0 2 3 0 0 0 0 0 1 3 18 59 67 19 4 0 0 0 44.6 39.9 5.1 1100 - 1200 149 38 38 39 34 1 2 123 3 12 1 2 0 1 1 2 0 0 0 0 1 1 3 14 52 54 19 3 1 0 0 45.1 40 5.3 1200 - 1300 163 43 45 39 37 1 2 134 1 14 2 3 0 1 4 2 0 0 0 0 1 2 4 21 51 58 22 4 0 0 0 45.3 39.9 5.8 1300 - 1400 151 35 38 35 43 0 3 126 2 13 2 1 0 0 1 2 0 0 0 0 0 0 3 16 47 60 20 4 1 0 0 45.5 40.5 5.2 1400 - 1500 161 38 41 43 40 0 2 136 2 12 0 2 0 0 2 2 0 0 0 0 1 2 4 16 50 62 22 3 0 0 0 45.2 40.1 5.6 1500 - 1600 155 36 37 38 44 0 2 132 2 11 1 3 0 0 2 2 0 0 0 0 0 1 2 13 45 62 27 4 1 0 0 45.9 41 5.3 1600 - 1700 168 44 43 42 40 0 1 148 2 10 2 1 0 1 2 2 0 0 0 0 0 2 3 14 48 72 24 5 1 0 0 45.7 40.9 5.2 1700 - 1800 129 34 33 33 28 0 1 117 1 6 0 0 0 1 1 3 0 0 0 0 0 0 1 10 34 52 28 3 0 0 0 46.8 41.7 4.8 1800 - 1900 77 22 23 17 15 0 1 69 1 4 0 0 0 0 1 1 0 0 0 0 0 0 1 5 22 29 17 2 1 0 0 47.1 41.7 5.3 1900 - 2000 53 18 14 11 10 0 1 47 1 2 0 0 0 0 1 1 0 0 0 0 0 0 1 7 18 18 7 1 0 0 0 45.1 39.6 5.2 2000 - 2100 41 9 13 12 7 0 0 37 0 1 0 0 0 0 1 1 0 0 0 0 0 0 1 5 16 13 4 1 0 0 0 44.7 39.8 4.9 2100 - 2200 22 5 5 6 6 0 0 19 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 3 7 9 3 0 0 0 0 45 40.2 4.8 2200 - 2300 12 3 3 2 4 0 0 10 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 3 4 3 2 0 0 0 0 45.1 38.8 4.9 2300 - 0000 8 2 3 1 2 0 0 6 0 1 0 0 0 0 1 1 0 0 0 0 0 0 1 1 3 2 1 0 0 0 0 - 38.8 5.9 0700 - 1900 1808 446 456 450 456 4 16 1535 21 138 15 22 1 7 19 29 0 1 1 2 5 12 35 177 565 689 269 44 7 1 0 45.6 40.5 5.4 0600 - 2200 2032 495 512 509 516 4 17 1726 23 154 17 23 1 9 23 35 0 1 1 2 5 13 41 204 640 764 303 50 7 1 0 45.6 40.4 5.4 0600 - 0000 2052 500 518 513 521 4 17 1742 23 155 17 23 1 9 24 36 0 1 1 2 5 13 42 208 647 768 305 51 7 1 0 45.6 40.4 5.4 0000 - 0000 2147 514 540 544 549 4 18 1815 23 162 18 23 1 9 30 43 0 1 1 2 5 14 46 219 676 798 322 56 8 1 0 45.6 40.4 5.5

Virtual Week (1.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph Mon 2348 529 584 628 607 7 15 1962 31 181 17 31 0 4 40 57 3 0 0 4 11 20 42 211 714 895 377 65 7 1 1 45.9 40.6 5.6 Tue 2221 557 523 604 537 1 3 1837 22 214 21 18 3 12 41 48 0 1 0 0 4 13 54 231 748 823 286 57 3 2 0 45.2 40.3 5.2 Wed 2265 555 534 568 608 0 10 1850 19 203 29 25 3 14 44 66 0 2 1 0 2 14 51 242 716 809 361 56 10 3 0 45.9 40.5 5.4 Thu 2430 568 633 565 664 3 15 1984 32 219 27 45 1 11 31 61 0 1 1 1 5 14 70 292 779 858 338 63 8 1 0 45.4 40 5.4 Fri 2472 588 624 643 617 0 19 2087 24 203 14 35 1 12 30 46 0 1 0 0 4 29 53 278 769 935 334 63 6 1 0 45.2 40.2 5.4 Sat 1694 381 442 437 434 7 12 1526 24 74 13 3 1 6 16 12 0 0 0 3 4 4 27 138 519 631 305 49 14 0 0 46.2 41.1 5.3 Sun 1602 423 437 364 378 8 50 1458 9 42 2 4 1 7 7 14 0 0 5 9 8 4 22 138 485 633 251 36 10 1 0 45.7 40.6 5.8 15032 3601 3777 3809 3845 26 124 12704 161 1136 123 161 10 66 209 304 3 5 7 17 38 98 319 1530 4730 5584 2252 389 58 9 1 45.6 40.4 5.5 Kirby Hill, North Yorkshire

Report Id 163/18 Site Name Site 2 of 2 Description B6265, 215m west of A168 Leeming Lane Direction Eastbound

Thursday 22 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 5 2 0 1 2 0 0 3 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 1 1 0 0 0 - 44.4 4.5 0100 - 0200 6 1 2 3 0 0 0 4 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 3 0 1 0 0 - 45.7 7.5 0200 - 0300 6 2 1 1 2 0 0 4 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 3 1 1 0 0 - 46.3 8.6 0300 - 0400 18 1 2 6 9 0 0 11 0 1 0 0 1 0 1 4 0 0 0 0 0 0 0 1 2 6 4 4 1 0 0 51.7 45.4 6.5 0400 - 0500 17 8 2 4 3 0 0 9 0 5 0 1 0 0 0 2 0 0 0 0 0 0 0 2 2 5 2 3 0 2 1 61 46.5 10.2 0500 - 0600 72 8 12 31 21 0 1 64 0 5 0 0 0 0 1 1 0 0 0 0 0 0 0 1 6 21 28 10 3 1 2 51.3 46.7 6 0600 - 0700 164 20 37 45 62 0 0 145 0 16 0 1 0 1 0 1 0 0 0 0 0 0 0 5 25 48 54 29 2 0 1 51 45.2 5.6 0700 - 0800 349 66 79 92 112 0 0 292 5 31 2 6 1 8 0 3 0 1 1 0 2 13 6 28 99 116 61 17 4 2 0 47.1 40.7 7.2 0800 - 0900 414 102 117 98 97 0 2 373 3 27 0 3 0 1 1 4 0 0 0 0 0 0 13 63 134 111 70 20 3 0 0 47.3 40.4 5.8 0900 - 1000 261 67 55 62 77 0 0 221 3 28 2 1 1 3 0 1 0 1 0 0 1 1 9 17 68 102 46 12 5 0 0 47.1 41.4 6.1 1000 - 1100 229 67 57 44 61 0 3 192 0 22 4 6 0 1 0 1 0 0 0 0 0 0 8 24 66 77 48 6 0 0 0 46.1 40.7 5.2 1100 - 1200 234 58 57 63 56 2 2 183 2 30 1 5 1 2 0 6 0 0 1 0 1 1 12 47 92 60 15 5 0 0 0 43.6 37.9 5.8 1200 - 1300 257 61 66 63 67 0 0 207 1 33 4 5 0 0 2 5 0 0 0 4 1 5 15 46 107 49 22 7 1 0 0 43.5 37.5 6.7 1300 - 1400 270 72 72 66 60 0 2 210 6 37 4 6 0 2 1 2 0 0 0 0 0 0 13 44 87 81 39 5 1 0 0 45.4 39.5 5.5 1400 - 1500 319 78 67 84 90 2 3 252 3 42 7 2 0 2 4 2 0 0 0 0 1 3 6 51 108 97 46 5 2 0 0 45.3 39.7 5.5 1500 - 1600 341 81 95 67 98 0 0 295 5 25 1 5 0 3 3 4 0 0 0 0 0 0 0 40 150 107 37 6 1 0 0 44.5 39.8 4.5 1600 - 1700 355 75 95 75 110 0 2 304 4 35 4 1 0 3 1 1 0 0 0 0 0 11 23 55 111 97 43 13 2 0 0 45.5 38.7 6.7 1700 - 1800 338 112 88 75 63 1 1 316 1 15 0 0 0 2 0 2 0 0 0 0 0 5 19 26 85 132 57 13 1 0 0 45.9 40.5 6.1 1800 - 1900 203 71 48 41 43 0 0 185 2 9 3 0 0 2 1 1 0 0 0 0 0 0 1 18 61 71 38 12 2 0 0 46.7 41.6 5.2 1900 - 2000 99 31 25 24 19 0 0 88 1 8 1 0 0 0 1 0 0 0 0 0 0 0 5 9 20 27 22 11 4 0 1 50.2 42.6 7.5 2000 - 2100 77 16 29 15 17 0 0 68 0 6 1 1 0 0 1 0 0 0 0 0 0 0 1 7 9 28 22 8 1 1 0 49.5 43.7 6 2100 - 2200 63 13 21 21 8 0 0 61 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 3 17 13 16 10 2 1 0 51.6 44.2 6.8 2200 - 2300 50 11 20 15 4 0 1 44 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9 17 14 7 0 0 0 50.2 43.7 5.4 2300 - 0000 11 4 3 3 1 0 0 10 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 2 1 2 0 60.7 49.9 7.6 0700 - 1900 3570 910 896 830 934 5 15 3030 35 334 32 40 3 29 13 32 0 2 2 4 6 39 125 459 1168 1100 522 121 22 2 0 45.8 39.9 6.0 0600 - 2200 3973 990 1008 935 1040 5 15 3392 36 366 34 42 3 30 15 33 0 2 2 4 6 39 132 483 1239 1216 636 179 31 4 2 46.5 40.3 6.2 0600 - 0000 4034 1005 1031 953 1045 5 16 3446 36 372 34 42 3 30 15 33 0 2 2 4 6 39 132 486 1249 1235 653 188 32 6 2 46.5 40.4 6.2 0000 - 0000 4158 1027 1050 999 1082 5 17 3541 36 386 34 43 4 31 18 41 0 2 2 4 6 39 132 492 1260 1270 694 207 38 9 5 46.8 40.5 6.3

Friday 23 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 15 6 3 4 2 0 0 14 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 4 4 0 4 2 1 0 58 46.6 8.9 0100 - 0200 8 2 1 3 2 0 0 6 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 1 1 0 0 - 46.6 6.2 0200 - 0300 7 2 2 0 3 0 0 5 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 2 0 3 0 0 1 0 0 - 40 9.1 0300 - 0400 14 3 2 3 6 0 0 7 0 3 0 0 0 0 0 4 0 0 0 0 0 0 1 1 6 1 3 1 1 0 0 49.9 40.6 7.9 0400 - 0500 15 5 3 3 4 0 0 12 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 3 1 2 3 4 2 0 0 55.3 45.7 9 0500 - 0600 68 8 13 29 18 0 1 58 0 3 0 0 0 0 1 5 0 0 0 0 0 0 0 3 9 33 11 6 3 2 1 52 44.7 6.7 0600 - 0700 163 26 40 40 57 0 0 145 1 12 1 1 0 0 1 2 0 0 0 0 0 0 0 10 25 55 48 20 2 2 1 50.4 44.4 6.1 0700 - 0800 332 61 70 97 104 0 1 288 2 29 2 2 1 3 1 3 0 0 0 0 0 0 14 33 69 114 76 18 7 1 0 48 41.8 6.3 0800 - 0900 357 82 113 90 72 1 1 293 2 37 3 11 1 5 1 2 0 0 0 0 0 1 12 66 129 84 51 11 3 0 0 45.5 39.3 5.8 0900 - 1000 276 77 64 73 62 0 1 223 4 33 5 1 0 5 2 2 0 0 0 0 0 9 15 23 102 79 40 7 1 0 0 45.8 39.4 6.2 1000 - 1100 245 53 76 57 59 0 1 195 3 28 2 7 0 3 1 5 0 0 0 0 0 0 1 27 72 99 37 9 0 0 0 45.5 41.1 4.7 1100 - 1200 282 76 59 86 61 0 5 236 1 32 1 2 0 2 2 1 0 0 0 0 0 0 11 32 89 98 39 12 1 0 0 45.9 40.3 5.2 1200 - 1300 253 55 60 70 68 2 0 195 2 36 2 7 0 2 0 7 0 0 0 0 1 5 9 33 73 94 33 5 0 0 0 45.1 39.7 5.8 1300 - 1400 296 72 66 78 80 0 1 248 0 38 1 2 0 2 1 3 0 0 0 0 0 0 7 24 91 115 45 13 1 0 0 46.3 41 5.1 1400 - 1500 295 66 71 68 90 0 2 235 3 41 2 8 0 0 2 2 0 0 0 0 5 9 11 22 82 115 45 6 0 0 0 45.3 39.7 6.7 1500 - 1600 333 83 85 83 82 0 3 273 5 43 0 5 0 0 2 2 0 0 0 0 0 12 8 35 109 112 44 8 3 2 0 45.8 39.9 6.3 1600 - 1700 390 118 87 90 95 0 1 346 1 30 2 1 0 5 2 1 0 1 1 4 4 18 3 54 124 114 49 15 4 0 0 45.5 39.1 7.5 1700 - 1800 314 99 78 75 62 0 0 295 0 16 2 0 0 1 0 0 0 0 0 0 0 10 4 13 95 110 66 10 5 0 1 46.7 41.4 6.2 1800 - 1900 195 55 61 44 35 0 1 180 3 11 0 0 0 0 0 0 0 0 0 0 0 3 8 21 28 61 51 18 3 2 0 49.1 42.6 7 1900 - 2000 114 36 28 30 20 0 1 109 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 3 42 34 25 5 2 2 0 47.4 42.3 5.7 2000 - 2100 63 24 17 11 11 0 0 55 1 6 0 0 0 0 1 0 0 0 0 0 0 0 0 4 14 20 13 9 3 0 0 51.5 43.7 6.2 2100 - 2200 52 16 10 13 13 0 0 50 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 17 13 9 1 1 0 51.1 44.8 5.9 2200 - 2300 50 8 22 13 7 0 0 46 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 2 8 16 18 2 3 1 0 49.5 44.6 5.8 2300 - 0000 21 3 7 2 9 0 0 20 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 5 8 1 4 0 0 57.1 46.2 9.7 0700 - 1900 3568 897 890 911 870 3 17 3007 26 374 22 46 2 28 14 28 0 1 1 4 10 67 103 383 1063 1195 576 132 28 5 1 46.2 40.4 6.2 0600 - 2200 3960 999 985 1005 971 3 18 3366 28 398 23 47 2 28 16 30 0 1 1 4 10 67 104 400 1155 1321 675 175 36 10 2 46.5 40.7 6.3 0600 - 0000 4031 1010 1014 1020 987 3 18 3432 28 402 23 48 2 28 16 30 0 1 1 5 10 67 104 402 1165 1342 701 178 43 11 2 46.7 40.8 6.3 0000 - 0000 4158 1036 1038 1062 1022 3 19 3534 28 412 24 48 2 28 19 40 0 1 1 5 10 67 106 411 1187 1386 721 194 53 14 3 46.8 40.9 6.4

Saturday 24 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 15 5 6 2 2 0 0 11 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 4 3 1 0 0 53.5 45.5 5.9 0100 - 0200 4 3 0 1 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 1 0 0 0 0 - 43.5 2.9 0200 - 0300 8 1 2 1 4 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 4 1 0 0 - 48.7 8.1 0300 - 0400 4 1 0 2 1 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 - 50.2 6.8 0400 - 0500 14 4 1 4 5 0 0 11 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 3 5 1 0 0 53.8 47.9 5.8 0500 - 0600 44 3 15 19 7 0 0 40 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12 14 6 8 0 0 55.2 47.8 6 0600 - 0700 49 10 13 17 9 1 0 39 0 6 2 1 0 0 0 0 0 0 0 0 1 0 0 2 3 17 11 12 3 0 0 53.5 45.7 7.2 0700 - 0800 91 19 22 24 26 0 1 73 0 10 2 1 1 3 0 0 0 0 0 0 0 0 0 5 14 26 29 13 1 3 0 50.5 45.1 6.3 0800 - 0900 155 31 39 39 46 0 0 138 1 14 1 0 0 1 0 0 0 0 0 0 3 1 0 10 28 62 35 13 3 0 0 48.6 42.6 6.4 0900 - 1000 250 63 61 60 66 0 0 224 1 17 1 3 0 4 0 0 0 0 0 0 0 0 1 22 67 104 49 7 0 0 0 47.2 41.6 4.7 1000 - 1100 305 79 77 77 72 2 1 284 2 15 0 1 0 0 0 0 0 0 3 4 0 0 11 37 77 123 44 5 1 0 0 45.1 39.8 6.8 1100 - 1200 285 72 91 64 58 0 0 262 5 15 0 2 0 1 0 0 0 0 0 1 0 0 13 27 100 87 46 11 0 0 0 46.5 40.2 5.6 1200 - 1300 303 75 76 65 87 0 0 280 4 16 1 2 0 0 0 0 0 0 0 0 0 0 0 16 71 114 84 16 2 0 0 47.8 42.8 4.8 1300 - 1400 245 64 56 57 68 0 1 231 0 12 0 0 0 0 1 0 0 0 0 0 0 0 3 16 73 95 42 13 3 0 0 46.6 41.7 5.1 1400 - 1500 234 55 64 56 59 0 3 214 2 8 2 5 0 0 0 0 0 0 0 0 2 7 1 23 60 79 48 14 0 0 0 47.1 41 6.4 1500 - 1600 242 52 65 48 77 0 4 223 4 10 0 1 0 0 0 0 0 0 0 0 0 0 1 21 75 81 51 11 2 0 0 47.6 41.8 5.2 1600 - 1700 224 44 65 65 50 0 2 206 3 11 0 0 0 1 1 0 0 0 0 0 0 2 5 7 56 100 37 14 2 1 0 47.6 42.3 5.6 1700 - 1800 201 36 54 53 58 0 1 183 1 14 0 0 1 1 0 0 0 0 0 0 0 0 0 1 45 85 55 11 3 1 0 47.9 43.5 4.7 1800 - 1900 108 24 27 27 30 0 0 100 0 8 0 0 0 0 0 0 0 0 0 0 0 0 3 2 19 38 32 13 1 0 0 49.5 43.7 5.3 1900 - 2000 69 22 18 19 10 0 0 67 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12 26 17 10 2 0 1 50.7 45 5.8 2000 - 2100 59 18 16 11 14 0 0 56 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10 19 20 1 0 0 1 47.7 42.7 7 2100 - 2200 43 6 12 18 7 0 1 41 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 15 10 5 0 0 0 47.8 42.5 5.4 2200 - 2300 46 15 17 8 6 0 0 41 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 3 14 11 11 5 2 0 0 50.1 43.3 6.2 2300 - 0000 23 8 2 8 5 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 7 3 0 1 0 52.1 45 6 0700 - 1900 2643 614 697 635 697 2 13 2418 23 150 7 15 2 11 2 0 0 0 3 5 5 10 38 187 685 994 552 141 18 5 0 47.4 41.8 5.7 0600 - 2200 2863 670 756 700 737 3 14 2621 23 162 9 16 2 11 2 0 0 0 3 5 6 10 39 199 721 1071 610 169 23 5 2 47.6 42.0 5.8 0600 - 0000 2932 693 775 716 748 3 14 2685 23 167 9 16 2 11 2 0 0 0 3 5 6 10 39 202 741 1088 628 177 25 6 2 47.6 42.0 5.8 0000 - 0000 3021 710 799 745 767 3 14 2761 23 180 9 16 2 11 2 0 0 0 3 5 6 10 39 203 750 1112 652 195 38 6 2 47.8 42.2 5.9 Sunday 25 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 18 4 9 3 2 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 3 7 0 0 0 53.6 46.9 5.7 0100 - 0200 5 0 2 1 2 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 1 1 0 - 53 7.9 0200 - 0300 14 4 3 2 5 0 0 12 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 3 3 4 1 0 0 54.2 46.6 6.9 0300 - 0400 5 0 0 4 1 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 0 - 46.8 5.1 0400 - 0500 36 2 10 14 10 0 0 33 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 6 7 8 2 4 0 56.2 47.4 8 0500 - 0600 17 4 5 4 4 0 0 15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8 4 2 1 1 0 55 46.7 6.3 0600 - 0700 56 9 14 17 16 0 0 47 2 4 0 0 0 2 1 0 0 0 0 0 0 0 0 4 9 12 17 12 2 0 0 52.1 45.1 6.4 0700 - 0800 98 15 20 29 34 1 5 85 1 3 0 2 0 1 0 0 0 0 0 1 0 0 0 3 18 38 29 4 5 0 0 48.8 43.7 5.9 0800 - 0900 156 35 38 39 44 1 7 139 1 6 0 1 0 1 0 0 0 0 0 0 1 0 0 0 10 75 41 24 5 0 0 50.5 45.2 5 0900 - 1000 197 47 56 55 39 1 2 183 3 5 0 1 0 1 1 0 0 0 0 0 1 0 1 4 45 72 60 11 3 0 0 48.7 43.4 5.4 1000 - 1100 239 46 65 62 66 2 5 221 1 8 0 0 0 1 0 1 0 0 0 1 1 0 1 15 73 89 43 14 2 0 0 47.6 41.7 5.7 1100 - 1200 263 64 67 65 67 0 4 246 2 8 0 2 0 0 1 0 0 0 0 0 0 0 2 21 77 101 51 10 1 0 0 46.2 41.5 4.8 1200 - 1300 295 64 63 92 76 1 6 273 0 10 1 2 0 1 1 0 0 0 0 0 1 0 5 20 72 134 51 12 0 0 0 46.6 41.6 5 1300 - 1400 299 86 81 70 62 1 8 275 5 10 0 0 0 0 0 0 0 0 0 0 1 1 15 28 92 118 33 11 0 0 0 45 40 5.5 1400 - 1500 316 77 64 102 73 2 5 288 3 14 0 1 0 0 2 1 0 0 0 1 1 0 1 25 108 130 37 12 0 0 1 45.4 40.8 5.2 1500 - 1600 366 91 102 96 77 0 6 343 3 10 0 1 1 0 1 1 0 0 0 0 0 1 7 29 111 157 49 12 0 0 0 45.5 40.8 5 1600 - 1700 258 69 61 77 51 1 7 230 4 16 0 0 0 0 0 0 0 0 0 1 0 0 7 15 65 95 53 16 3 2 1 47.4 42.2 6.1 1700 - 1800 155 38 44 33 40 0 1 148 1 4 0 0 1 0 0 0 0 0 0 0 0 0 1 11 21 65 39 14 2 2 0 49.4 43.7 5.6 1800 - 1900 121 44 37 22 18 0 1 115 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 2 22 49 34 14 0 0 0 49.4 43.9 4.6 1900 - 2000 59 17 13 12 17 0 0 54 0 3 0 0 0 0 1 1 0 0 0 0 0 0 2 3 10 12 20 7 3 0 2 52.1 45.1 7.8 2000 - 2100 30 6 10 8 6 0 0 27 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 11 8 3 2 1 0 52.3 45.9 6.6 2100 - 2200 28 8 11 7 2 0 0 26 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 6 10 5 2 1 0 54 47 6.8 2200 - 2300 6 3 0 2 1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1 0 1 1 0 - 47 11.7 2300 - 0000 3 3 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 - 52.1 5.8 0700 - 1900 2763 676 698 742 647 10 57 2546 24 98 1 10 2 6 6 3 0 0 0 4 6 2 40 173 714 1123 520 154 21 4 2 47.2 41.9 5.5 0600 - 2200 2936 716 746 786 688 10 57 2700 27 109 1 10 2 8 8 4 0 0 0 4 6 2 42 182 740 1164 575 181 30 6 4 47.6 42.1 5.6 0600 - 0000 2945 722 746 788 689 10 57 2709 27 109 1 10 2 8 8 4 0 0 0 4 6 2 42 183 742 1164 577 182 32 7 4 47.6 42.1 5.7 0000 - 0000 3040 736 775 816 713 10 57 2797 27 114 2 10 2 8 9 4 0 0 0 4 6 2 42 184 755 1191 596 206 37 13 4 47.8 42.3 5.8

Monday 26 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 0 1 1 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 - 45 9.5 0100 - 0200 8 2 0 5 1 0 0 5 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 1 4 1 0 0 - 48.6 7.7 0200 - 0300 24 7 6 5 6 0 0 14 0 8 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 4 9 5 4 0 0 56.6 48.3 6.7 0300 - 0400 39 10 7 14 8 0 0 30 0 4 1 0 0 0 0 4 0 0 0 0 0 0 0 4 6 5 9 12 2 0 1 52.8 46.3 7.8 0400 - 0500 87 7 17 33 30 0 0 72 0 10 0 0 0 1 2 2 0 0 0 0 0 0 0 6 14 13 29 14 10 1 0 53.5 46.3 6.9 0500 - 0600 159 28 29 44 58 0 1 139 0 12 2 0 1 1 1 2 0 0 0 0 0 0 0 5 34 52 42 21 3 2 0 50.7 44.3 5.7 0600 - 0700 323 60 78 98 87 0 1 273 1 34 3 3 0 2 3 3 0 0 0 0 3 11 15 57 73 96 56 8 3 1 0 45.9 39.1 7.2 0700 - 0800 419 113 109 108 89 0 1 365 2 29 2 6 0 8 3 2 1 0 0 4 1 3 21 47 122 141 64 14 1 1 0 45.6 39.9 6.5 0800 - 0900 272 77 63 73 59 0 0 228 2 31 2 4 0 3 1 1 0 0 0 0 0 14 19 40 64 97 31 6 1 0 0 44.9 38.6 6.8 0900 - 1000 246 60 66 64 56 0 0 189 6 35 1 11 0 0 1 3 0 0 0 0 0 2 46 63 99 28 8 0 0 0 0 39.8 35.1 5.1 1000 - 1100 237 62 65 57 53 1 2 179 4 36 3 5 0 2 1 4 0 0 0 0 7 3 4 31 81 73 32 6 0 0 0 45.2 39.2 6.6 1100 - 1200 282 73 89 60 60 1 1 224 4 32 3 8 0 1 4 4 0 0 0 1 0 2 13 61 96 66 32 11 0 0 0 45.1 38.7 6 1200 - 1300 268 56 75 82 55 0 0 227 2 30 1 4 0 1 1 2 0 0 0 0 0 0 0 42 92 88 36 5 3 1 1 45.2 40.4 5.5 1300 - 1400 259 58 71 62 68 0 3 207 1 33 1 4 1 7 0 2 0 0 0 0 0 0 2 24 83 104 39 7 0 0 0 45.4 40.8 4.6 1400 - 1500 336 76 92 86 82 0 0 297 1 23 1 8 0 1 2 2 1 0 0 0 0 7 14 62 114 97 31 9 1 1 0 44.3 38.8 5.9 1500 - 1600 341 80 90 88 83 1 1 301 1 29 0 3 0 1 2 1 0 1 0 0 0 0 7 52 124 104 41 13 0 0 0 45.6 39.9 5.3 1600 - 1700 366 99 101 86 80 0 1 340 4 19 0 0 0 1 0 1 0 0 0 0 0 3 6 59 85 134 65 14 0 0 0 46.1 40.6 5.7 1700 - 1800 222 72 52 47 51 0 2 202 3 14 1 0 0 0 0 0 0 0 0 0 0 0 1 7 33 81 66 28 4 1 1 50.1 44.6 5.5 1800 - 1900 108 38 34 24 12 0 1 103 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 45 38 10 1 1 0 49.2 44.9 4.7 1900 - 2000 59 18 15 18 8 0 0 55 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 2 11 19 16 6 4 1 0 50.4 44.8 6.3 2000 - 2100 64 20 19 17 8 0 0 63 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 8 28 18 7 2 1 0 50.2 45.1 5.3 2100 - 2200 27 7 11 6 3 0 0 26 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 5 7 6 0 1 0 53.6 45.4 6.7 2200 - 2300 11 2 3 4 2 0 0 10 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 1 2 1 2 0 0 56.3 44.3 9.4 2300 - 0000 4 1 0 1 2 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1 0 0 0 - 44.1 5.1 0700 - 1900 3356 864 907 837 748 3 12 2862 31 314 15 53 1 25 15 22 2 1 0 5 8 34 133 488 1006 1058 483 123 11 5 2 45.8 39.8 6.2 0600 - 2200 3829 969 1030 976 854 3 13 3279 32 352 18 56 1 27 19 26 2 1 0 5 11 45 148 548 1105 1206 580 150 20 9 2 46.0 40.0 6.3 0600 - 0000 3844 972 1033 981 858 3 13 3293 32 353 18 56 1 27 19 26 2 1 0 5 11 45 148 550 1109 1209 582 152 22 9 2 46.0 40.0 6.3 0000 - 0000 4165 1026 1093 1083 963 3 14 3557 32 389 21 56 2 29 23 36 2 1 0 5 11 45 148 569 1163 1285 672 210 42 12 3 46.7 40.4 6.5

Tuesday 27 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 1 2 1 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 - 44.6 5.3 0100 - 0200 5 1 2 2 0 0 0 3 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 1 1 1 0 0 - 46.4 8.8 0200 - 0300 12 2 0 2 8 0 0 9 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4 3 2 1 0 1 60 48.2 7.8 0300 - 0400 17 6 2 5 4 0 0 12 0 1 0 0 0 1 0 3 0 0 0 0 0 0 0 2 5 4 1 3 1 1 0 55.2 43.8 8.5 0400 - 0500 75 8 16 31 20 0 0 68 0 4 0 0 0 0 1 2 0 0 0 0 0 0 0 7 15 26 15 9 2 1 0 51.6 43.6 6.5 0500 - 0600 157 23 31 51 52 0 1 136 0 15 2 0 0 0 2 1 0 0 0 0 0 0 0 10 42 41 39 21 4 0 0 50.2 43.3 6 0600 - 0700 326 67 61 102 96 0 0 277 2 37 0 2 0 3 2 2 0 1 0 0 0 1 6 38 103 105 52 16 5 0 0 46.4 41 5.7 0700 - 0800 401 104 103 121 73 0 0 349 3 32 0 6 1 4 0 6 0 0 0 0 0 2 7 61 140 132 45 12 2 0 0 44.9 39.9 5.2 0800 - 0900 261 65 61 77 58 0 0 209 4 36 3 4 1 2 1 0 1 0 0 0 1 2 10 22 77 108 31 9 1 0 0 45.1 40.4 5.5 0900 - 1000 220 53 52 60 55 0 0 180 2 29 1 1 0 0 4 3 0 0 0 0 0 0 7 26 70 88 26 3 0 0 0 44.7 40 4.7 1000 - 1100 237 61 48 66 62 0 0 188 4 33 4 1 0 0 1 4 0 2 0 0 3 5 14 8 64 92 38 13 0 0 0 46.4 40.5 6.7 1100 - 1200 244 54 56 64 70 0 0 208 3 26 3 1 0 1 1 1 0 0 0 0 0 0 7 20 80 94 31 9 3 0 0 45.7 40.8 5.5 1200 - 1300 263 60 67 67 69 0 0 212 4 33 1 3 1 1 5 3 0 0 0 0 0 0 4 40 79 89 40 10 1 0 0 45.9 40.4 5.2 1300 - 1400 260 66 60 73 61 1 1 202 2 38 3 5 1 4 2 1 0 0 0 0 1 0 6 39 91 76 39 5 3 0 0 45.8 39.9 5.6 1400 - 1500 271 60 75 71 65 0 1 223 2 28 1 7 2 2 5 0 0 0 0 0 0 2 14 21 71 94 56 9 4 0 0 46.4 41 6.1 1500 - 1600 348 80 85 91 92 0 1 297 6 34 0 2 1 2 2 3 0 0 0 0 0 4 20 43 114 106 46 13 2 0 0 45.6 39.6 6.2 1600 - 1700 363 98 107 71 87 0 0 335 3 25 0 0 0 0 0 0 0 0 0 0 0 2 19 41 90 117 73 20 1 0 0 47.2 40.9 6.1 1700 - 1800 196 65 46 40 45 2 0 182 1 9 0 0 0 0 1 0 0 1 0 0 3 1 3 3 33 60 54 32 6 1 0 51.1 44.4 6.7 1800 - 1900 105 32 24 28 21 0 1 100 0 1 1 0 0 0 2 0 0 0 0 0 0 2 2 5 8 27 45 12 3 1 0 50.4 44.9 6.7 1900 - 2000 67 18 19 18 12 0 1 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 30 18 8 2 1 0 50.5 45 5.3 2000 - 2100 59 12 17 17 13 0 0 57 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 5 15 17 16 4 0 0 53.1 46.7 5.9 2100 - 2200 43 9 12 11 11 0 0 40 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 4 10 8 13 4 3 0 0 51.4 43.7 7.3 2200 - 2300 18 7 3 8 0 0 0 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 6 6 3 0 0 56.9 49.6 6.9 2300 - 0000 5 2 3 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 1 0 - 47.1 7.6 0700 - 1900 3169 798 784 829 758 3 4 2685 34 324 17 30 7 16 24 21 1 3 0 0 8 20 113 329 917 1083 524 147 26 2 0 46.4 40.7 6.0 0600 - 2200 3664 904 893 977 890 3 5 3125 36 365 17 32 7 19 27 23 1 4 0 0 8 21 120 374 1042 1241 624 191 40 3 0 46.7 40.9 6.0 0600 - 0000 3687 913 899 985 890 3 5 3147 36 366 17 32 7 19 27 23 1 4 0 0 8 21 120 375 1043 1245 631 197 43 4 0 46.8 41.0 6.1 0000 - 0000 3957 954 952 1077 974 3 6 3378 36 390 19 32 7 20 31 30 1 4 0 0 8 21 120 395 1107 1322 691 234 52 6 1 47.1 41.2 6.1 Wednesday 28 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 5 1 2 0 2 0 0 3 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 0 0 - 45.5 5.6 0100 - 0200 6 2 1 2 1 0 0 4 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 1 1 1 0 1 0 - 45.4 11.2 0200 - 0300 14 3 3 3 5 0 0 10 0 3 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3 2 4 2 1 0 1 57.9 46.7 9.3 0300 - 0400 26 5 6 7 8 0 0 17 0 5 0 0 0 0 0 4 0 0 0 0 0 0 0 3 2 6 10 3 1 0 1 51.5 45.6 7.4 0400 - 0500 76 11 17 26 22 0 0 63 0 8 1 0 0 0 3 1 0 0 0 0 0 0 0 1 7 25 29 7 6 1 0 51.8 46 5.4 0500 - 0600 157 20 36 40 61 0 1 138 1 14 0 1 0 0 0 2 0 0 0 0 0 0 4 7 30 39 49 22 5 1 0 50.5 44.2 6.2 0600 - 0700 334 65 74 102 93 0 0 280 0 37 3 6 0 2 2 3 0 1 0 0 1 2 2 23 60 135 86 18 6 1 0 47.9 42.8 5.6 0700 - 0800 400 104 109 115 72 1 1 356 3 18 2 3 2 4 4 6 0 0 2 0 3 8 15 47 122 130 55 15 3 0 0 45.7 39.6 6.8 0800 - 0900 275 84 77 55 59 0 0 214 6 41 2 5 0 2 3 2 0 0 0 0 0 6 18 39 64 87 45 15 1 0 0 46.9 40 6.8 0900 - 1000 222 60 59 52 51 1 0 178 2 30 2 1 0 2 0 4 0 2 0 0 0 0 8 14 64 80 42 10 3 1 0 47.1 41.5 5.8 1000 - 1100 305 71 94 62 78 1 0 242 4 44 4 3 1 1 3 2 0 0 1 1 1 15 27 42 89 89 34 6 0 0 0 44.4 37.8 7.1 1100 - 1200 259 67 68 65 59 0 1 216 1 30 1 6 0 0 0 4 0 0 0 0 0 1 5 39 83 82 34 13 2 0 0 46.4 40.6 5.6 1200 - 1300 270 75 63 65 67 0 0 224 6 30 3 2 0 0 3 2 0 0 0 0 1 3 26 62 84 66 22 5 1 0 0 44 37.6 6.3 1300 - 1400 263 54 77 63 69 0 1 207 5 31 2 6 0 5 3 3 0 0 0 0 5 4 18 47 76 68 35 9 0 1 0 45.6 38.5 7.2 1400 - 1500 303 88 66 74 75 0 0 262 2 29 3 3 1 0 3 0 0 0 0 0 0 12 17 42 77 105 37 12 0 1 0 45.5 39.4 6.6 1500 - 1600 350 76 80 103 91 0 1 316 3 24 0 1 0 2 1 2 0 0 0 0 0 7 27 30 90 101 71 16 5 1 2 47.1 40.9 8.1 1600 - 1700 360 112 92 82 74 0 0 329 2 22 2 0 0 2 1 1 0 1 0 0 0 2 15 26 107 131 61 15 3 0 0 46.2 41 5.4 1700 - 1800 197 60 55 44 38 0 1 184 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 3 36 71 66 15 6 0 0 49 44.4 4.9 1800 - 1900 125 39 32 23 31 0 0 115 2 7 1 0 0 0 0 0 0 0 0 0 0 0 0 3 18 48 37 14 4 1 0 50.2 44.7 5.2 1900 - 2000 65 15 21 15 14 0 1 59 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8 31 17 8 0 0 0 49.4 44.1 4.5 2000 - 2100 51 15 10 16 10 0 1 48 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 11 13 15 4 1 1 1 49.8 43.4 7.2 2100 - 2200 45 12 16 7 10 0 0 44 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7 17 9 8 1 0 0 53 44.4 6 2200 - 2300 17 7 3 4 3 0 0 14 0 2 0 0 0 1 0 0 0 0 0 0 0 0 1 1 5 1 3 3 2 1 0 56.4 45.3 9.8 2300 - 0000 5 0 2 3 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 2 0 0 - 45.6 14 0700 - 1900 3329 890 872 803 764 3 5 2843 36 318 22 30 4 18 21 26 0 3 3 1 10 58 176 394 910 1058 539 145 28 5 2 46.4 40.2 6.8 0600 - 2200 3824 997 993 943 891 3 7 3274 36 363 25 36 4 20 23 29 0 4 3 1 11 60 178 426 996 1254 666 183 36 7 3 46.7 40.6 6.7 0600 - 0000 3846 1004 998 950 894 3 7 3293 36 365 25 36 4 21 23 29 0 4 3 1 11 60 180 427 1002 1255 670 186 40 8 3 46.8 40.6 6.7 0000 - 0000 4130 1046 1063 1028 993 3 8 3528 37 398 26 37 4 21 27 37 0 4 3 1 11 60 184 440 1045 1331 763 223 53 11 5 47.1 40.9 6.8

Virtual Day (7.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 9 3 3 2 2 0 0 8 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 1 3 0 0 0 - 46 6.5 0100 - 0200 6 2 1 2 1 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 - 47.1 7.7 0200 - 0300 12 3 2 2 5 0 0 9 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 2 3 3 1 0 0 54.7 46.9 7.9 0300 - 0400 18 4 3 6 5 0 0 12 0 2 0 0 0 0 0 3 0 0 0 0 0 0 0 2 3 4 4 3 1 0 0 52.8 45.2 7.6 0400 - 0500 46 6 9 16 13 0 0 38 0 5 0 0 0 0 1 1 0 0 0 0 0 0 0 3 7 12 13 7 3 1 0 53.5 45.7 7 0500 - 0600 96 13 20 31 32 0 1 84 0 8 1 0 0 0 1 2 0 0 0 0 0 0 1 4 18 29 27 13 4 1 0 50.7 44.7 6.2 0600 - 0700 202 37 45 60 60 0 0 172 1 21 1 2 0 1 1 2 0 0 0 0 1 2 3 20 43 67 46 16 3 1 0 48.6 42.2 6.5 0700 - 0800 299 69 73 84 73 0 1 258 2 22 1 4 1 4 1 3 0 0 0 1 1 4 9 32 83 100 51 13 3 1 0 46.8 40.7 6.5 0800 - 0900 270 68 73 67 62 0 1 228 3 27 2 4 0 2 1 1 0 0 0 0 1 3 10 34 72 89 43 14 2 0 0 46.8 40.5 6.3 0900 - 1000 239 61 59 61 58 0 0 200 3 25 2 3 0 2 1 2 0 0 0 0 0 2 12 24 74 79 39 7 2 0 0 46.2 40.2 6 1000 - 1100 257 63 69 61 64 1 2 214 3 27 2 3 0 1 1 2 0 0 1 1 2 3 9 26 75 92 39 8 0 0 0 45.8 40 6.3 1100 - 1200 264 66 70 67 62 0 2 225 3 25 1 4 0 1 1 2 0 0 0 0 0 1 9 35 88 84 35 10 1 0 0 45.7 40 5.6 1200 - 1300 273 64 67 72 70 0 1 231 3 27 2 4 0 1 2 3 0 0 0 1 1 2 8 37 83 91 41 9 1 0 0 45.9 40.1 5.9 1300 - 1400 270 67 69 67 67 0 2 226 3 28 2 3 0 3 1 2 0 0 0 0 1 1 9 32 85 94 39 9 1 0 0 45.7 40.2 5.6 1400 - 1500 296 71 71 77 76 1 2 253 2 26 2 5 0 1 3 1 0 0 0 0 1 6 9 35 89 102 43 10 1 0 0 45.6 40 6.1 1500 - 1600 332 78 86 82 86 0 2 293 4 25 0 3 0 1 2 2 0 0 0 0 0 3 10 36 110 110 48 11 2 0 0 46 40.3 6 1600 - 1700 331 88 87 78 78 0 2 299 3 23 1 0 0 2 1 1 0 0 0 1 1 5 11 37 91 113 54 15 2 0 0 46.5 40.5 6.4 1700 - 1800 232 69 60 52 51 0 1 216 1 12 0 0 0 1 0 0 0 0 0 0 0 2 4 9 50 86 58 18 4 1 0 48.3 42.8 6 1800 - 1900 138 43 38 30 27 0 1 128 1 6 1 0 0 0 0 0 0 0 0 0 0 1 2 7 24 48 39 13 2 1 0 49 43.4 5.8 1900 - 2000 76 22 20 19 14 0 0 71 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 3 16 26 19 8 2 1 1 50.1 43.9 6.3 2000 - 2100 58 16 17 14 11 0 0 53 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9 19 16 7 2 1 0 50.6 44.3 6.4 2100 - 2200 43 10 13 12 8 0 0 41 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9 12 11 7 1 1 0 51.2 44.4 6.5 2200 - 2300 28 8 10 8 3 0 0 25 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6 7 8 3 2 0 0 52 44.6 6.9 2300 - 0000 10 3 2 2 2 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 3 1 1 1 0 56.4 46.5 8.1 0700 - 1900 3200 807 821 798 774 4 18 2770 30 273 17 32 3 19 14 19 0 1 1 3 8 33 104 345 923 1087 531 138 22 4 1 46.4 40.6 6.1 0600 - 2200 3578 892 916 903 867 4 18 3108 31 302 18 34 3 20 16 21 0 2 1 3 8 35 109 373 1000 1210 624 175 31 6 2 46.8 40.9 6.2 0600 - 0000 3617 903 928 913 873 4 19 3144 31 305 18 34 3 21 16 21 0 2 1 3 8 35 109 375 1007 1220 635 180 34 7 2 46.9 40.9 6.3 0000 - 0000 3804 934 967 973 931 4 19 3299 31 324 19 35 3 21 18 27 0 2 1 3 8 35 110 385 1038 1271 684 210 45 10 3 47.1 41.1 6.3

Virtual Week (1.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph Mon 4165 1026 1093 1083 963 3 14 3557 32 389 21 56 2 29 23 36 2 1 0 5 11 45 148 569 1163 1285 672 210 42 12 3 46.7 40.4 6.5 Tue 3957 954 952 1077 974 3 6 3378 36 390 19 32 7 20 31 30 1 4 0 0 8 21 120 395 1107 1322 691 234 52 6 1 47.1 41.2 6.1 Wed 4130 1046 1063 1028 993 3 8 3528 37 398 26 37 4 21 27 37 0 4 3 1 11 60 184 440 1045 1331 763 223 53 11 5 47.1 40.9 6.8 Thu 4158 1027 1050 999 1082 5 17 3541 36 386 34 43 4 31 18 41 0 2 2 4 6 39 132 492 1260 1270 694 207 38 9 5 46.8 40.5 6.3 Fri 4158 1036 1038 1062 1022 3 19 3534 28 412 24 48 2 28 19 40 0 1 1 5 10 67 106 411 1187 1386 721 194 53 14 3 46.8 40.9 6.4 Sat 3021 710 799 745 767 3 14 2761 23 180 9 16 2 11 2 0 0 0 3 5 6 10 39 203 750 1112 652 195 38 6 2 47.8 42.2 5.9 Sun 3040 736 775 816 713 10 57 2797 27 114 2 10 2 8 9 4 0 0 0 4 6 2 42 184 755 1191 596 206 37 13 4 47.8 42.3 5.8 26629 6535 6770 6810 6514 30 135 23096 219 2269 135 242 23 148 129 188 3 12 9 24 58 244 771 2694 7267 8897 4789 1469 313 71 23 47.1 41.1 6.3 Kirby Hill, North Yorkshire

Report Id 163/18 Site Name Site 2 of 2 Description B6265, 215m west of A168 Leeming Lane Direction Westbound

Thursday 22 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 8 1 4 2 1 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 0 0 0 0 - 38.4 5.6 0100 - 0200 3 1 1 1 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 - 32.9 1.6 0200 - 0300 2 1 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 - 35 8.8 0300 - 0400 4 0 3 0 1 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 0 0 - 32.8 5.3 0400 - 0500 8 0 2 2 4 0 0 5 0 0 0 0 0 0 0 3 0 0 0 0 0 1 2 2 2 1 0 0 0 0 0 - 32.3 6.5 0500 - 0600 27 1 1 11 14 0 0 22 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 12 10 5 0 0 0 0 0 40.2 36 3.8 0600 - 0700 103 17 23 33 30 0 0 79 1 13 1 1 0 4 0 4 0 0 0 0 0 1 10 17 46 19 7 2 1 0 0 42.4 37.7 5.6 0700 - 0800 258 45 56 78 79 0 0 228 1 23 2 2 2 0 0 0 0 0 0 0 0 3 9 61 102 71 11 1 0 0 0 42.5 37.6 4.7 0800 - 0900 439 106 94 106 133 0 0 383 3 31 6 4 1 4 3 3 1 0 0 0 1 10 18 98 211 80 19 2 0 0 0 41.3 37.1 4.9 0900 - 1000 304 78 90 69 67 0 0 255 1 32 4 5 4 0 0 3 0 0 0 1 2 8 35 68 142 41 3 2 1 1 0 40 35.6 5.5 1000 - 1100 286 72 73 72 69 0 0 238 5 20 7 8 0 1 4 3 0 0 0 0 1 4 23 73 137 34 12 2 0 0 0 40.3 36.2 5 1100 - 1200 279 66 58 75 80 0 1 240 4 23 4 3 0 2 1 1 0 0 0 0 0 4 15 62 137 47 10 4 0 0 0 41 37.1 4.9 1200 - 1300 257 77 67 56 57 0 2 213 2 24 0 5 0 3 4 4 0 0 0 0 0 6 22 64 114 38 9 2 2 0 0 41.3 36.4 5.5 1300 - 1400 258 55 62 66 75 0 1 212 3 19 7 6 0 2 3 5 0 0 0 0 0 19 22 66 96 49 5 1 0 0 0 41.1 35.5 5.6 1400 - 1500 289 89 66 71 63 2 3 230 5 30 1 7 2 1 3 5 0 0 1 1 1 14 27 73 110 49 11 2 0 0 0 41.4 35.6 6.3 1500 - 1600 343 82 78 87 96 0 0 296 4 27 4 4 0 3 3 1 1 0 0 0 0 7 26 79 149 68 13 1 0 0 0 41.1 36.6 4.9 1600 - 1700 368 93 93 87 95 0 1 327 3 22 4 4 0 3 1 3 0 0 0 0 0 7 16 74 162 83 18 6 2 0 0 42.8 37.7 5.4 1700 - 1800 406 109 115 103 79 0 1 383 2 8 3 1 1 1 4 2 0 0 0 0 0 4 9 75 190 95 29 1 1 1 1 43.1 38.3 5 1800 - 1900 299 95 62 72 70 0 0 286 1 7 1 0 0 2 0 2 0 0 0 0 0 5 4 42 143 73 24 7 1 0 0 43.6 38.8 5.1 1900 - 2000 169 55 40 42 32 0 1 159 0 4 1 1 0 0 0 3 0 0 0 0 0 2 8 25 66 42 18 3 5 0 0 45.2 39.2 6.4 2000 - 2100 98 25 22 27 24 1 0 95 0 1 0 0 0 0 0 1 0 0 0 1 0 2 0 17 38 23 10 6 1 0 0 45.6 39.5 6.5 2100 - 2200 90 24 26 15 25 0 0 85 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 18 29 31 10 2 0 0 0 44.7 39.6 5.1 2200 - 2300 77 38 14 17 8 0 1 69 1 4 0 1 0 0 1 0 0 0 0 0 0 0 1 7 29 29 8 3 0 0 0 44.5 40.5 4.6 2300 - 0000 33 7 12 8 6 0 0 32 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 8 15 5 0 1 0 0 45.3 40.7 5 0700 - 1900 3786 967 914 942 963 2 9 3291 34 266 43 49 10 22 26 32 2 0 1 2 5 91 226 835 1693 728 164 31 7 2 1 41.7 36.9 5.3 0600 - 2200 4246 1088 1025 1059 1074 3 10 3709 35 288 46 51 10 26 26 40 2 0 1 3 5 96 244 912 1872 843 209 44 14 2 1 41.9 37.2 5.4 0600 - 0000 4356 1133 1051 1084 1088 3 11 3810 36 292 46 52 10 26 27 41 2 0 1 3 5 96 246 922 1909 887 222 47 15 2 1 42.2 37.3 5.5 0000 - 0000 4408 1137 1062 1101 1108 3 11 3850 36 300 46 52 10 26 28 44 2 0 1 3 5 98 249 942 1927 894 224 47 15 2 1 42.2 37.2 5.5

Friday 23 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 14 7 2 1 4 0 1 11 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 3 3 5 1 0 1 0 0 47.4 40.4 7.6 0100 - 0200 9 2 2 2 3 0 0 5 0 2 0 0 1 0 0 1 0 0 0 0 0 1 1 4 0 3 0 0 0 0 0 - 34.8 7.3 0200 - 0300 7 3 2 1 1 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 3 0 0 0 0 0 - 38.2 4.5 0300 - 0400 8 2 2 2 2 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 4 0 0 0 0 0 - 37.8 6.3 0400 - 0500 8 2 0 2 4 0 0 7 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 4 2 1 0 0 0 0 - 38.3 5.2 0500 - 0600 27 4 3 7 13 0 0 21 0 5 0 0 0 1 0 0 0 0 0 0 0 0 3 6 8 7 3 0 0 0 0 44.5 37.6 5.8 0600 - 0700 102 16 21 31 34 0 1 81 0 14 0 1 1 0 2 2 0 0 0 0 0 0 9 14 48 23 5 2 1 0 0 42.6 38.1 5.4 0700 - 0800 249 53 51 78 67 0 1 210 3 26 1 3 0 1 2 2 0 0 0 0 0 2 16 53 106 54 17 1 0 0 0 42.8 37.6 4.9 0800 - 0900 401 90 107 101 103 0 0 348 3 33 3 7 0 2 1 4 0 0 0 0 0 4 38 87 188 71 10 3 0 0 0 40.9 36.4 4.8 0900 - 1000 293 84 74 80 55 0 1 238 1 29 4 8 1 3 3 5 0 0 0 0 0 1 19 84 135 45 9 0 0 0 0 41.1 36.4 4.5 1000 - 1100 249 62 70 56 61 0 3 193 4 30 1 13 0 1 3 1 0 0 0 0 0 2 13 83 96 45 8 1 1 0 0 40.9 36.5 4.7 1100 - 1200 301 66 69 68 98 1 2 249 3 33 3 5 0 4 0 1 0 0 1 0 0 4 20 108 120 33 12 3 0 0 0 40.5 36 5 1200 - 1300 295 75 70 76 74 3 1 244 4 27 2 5 0 1 3 5 0 0 0 0 0 8 19 78 118 61 9 2 0 0 0 41.3 36.7 4.9 1300 - 1400 303 63 93 72 75 0 0 242 3 40 3 7 0 2 2 4 0 0 0 0 0 4 16 75 131 63 12 2 0 0 0 41.3 36.9 4.7 1400 - 1500 330 95 99 74 62 0 2 290 7 23 0 4 2 1 1 0 0 0 0 0 0 1 15 90 145 59 17 3 0 0 0 42.2 37.2 4.8 1500 - 1600 387 88 118 81 100 0 2 333 13 28 2 2 1 2 3 1 0 0 0 0 1 9 16 104 170 73 10 3 0 1 0 41.3 36.9 5.1 1600 - 1700 405 104 104 104 93 0 1 366 2 26 3 2 0 2 2 1 0 0 0 0 0 0 9 81 199 89 24 3 0 0 0 42.1 38.1 4.2 1700 - 1800 353 96 89 86 82 1 1 324 2 15 1 2 0 2 2 3 0 0 0 1 0 5 13 66 167 76 19 6 0 0 0 42.1 37.8 5.1 1800 - 1900 284 82 80 63 59 0 0 269 2 8 0 0 0 1 1 3 0 0 0 0 0 4 13 46 120 77 18 4 2 0 0 43.8 38.4 5.3 1900 - 2000 143 46 41 30 26 0 1 130 1 8 1 1 1 0 0 0 0 0 0 0 0 2 4 18 69 37 9 2 2 0 0 43.5 39 5.1 2000 - 2100 100 29 31 22 18 0 1 93 1 4 1 0 0 0 0 0 0 0 0 0 0 0 2 14 40 34 8 1 1 0 0 43.7 39.4 4.6 2100 - 2200 78 21 15 22 20 0 0 75 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 8 36 16 12 5 0 1 0 48 41 5.5 2200 - 2300 67 26 12 14 15 0 0 65 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 11 26 22 7 0 1 0 0 44.4 39.7 4.8 2300 - 0000 44 11 14 9 10 0 1 40 0 3 0 0 0 0 0 0 0 0 0 1 0 0 2 9 18 8 4 2 0 0 0 44.4 38.2 6.6 0700 - 1900 3850 958 1024 939 929 5 14 3306 47 318 23 58 4 22 23 30 0 0 1 1 1 44 207 955 1695 746 165 31 3 1 0 41.7 37.1 4.9 0600 - 2200 4273 1070 1132 1044 1027 5 17 3685 49 347 25 60 6 22 25 32 0 0 1 1 1 46 222 1009 1888 856 199 41 7 2 0 41.8 37.3 5.0 0600 - 0000 4384 1107 1158 1067 1052 5 18 3790 49 352 25 60 6 22 25 32 0 0 1 2 1 46 224 1029 1932 886 210 43 8 2 0 41.9 37.3 5.0 0000 - 0000 4457 1127 1169 1082 1079 5 19 3846 49 364 25 61 7 23 25 33 0 0 1 2 1 48 230 1045 1951 910 215 43 9 2 0 41.9 37.4 5.0

Saturday 24 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 18 6 5 4 3 0 0 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4 4 5 3 1 0 0 0 47 39.7 6.2 0100 - 0200 7 1 1 4 1 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 1 0 0 0 0 0 - 33.4 6.7 0200 - 0300 9 3 2 4 0 0 0 8 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3 6 0 0 0 0 0 0 - 36.2 2.9 0300 - 0400 4 1 1 2 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 0 0 0 0 0 0 - 30.3 4.2 0400 - 0500 9 1 3 2 3 0 0 7 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 2 1 0 0 0 0 - 38.5 4.8 0500 - 0600 18 1 4 6 7 0 0 16 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 7 6 5 0 0 0 0 0 41 37 4 0600 - 0700 46 10 4 17 15 0 0 37 0 8 0 0 1 0 0 0 0 0 0 0 0 0 0 8 18 16 3 1 0 0 0 43.4 39.3 4.5 0700 - 0800 95 15 26 25 29 0 0 74 1 18 1 1 0 0 0 0 0 0 0 0 0 0 2 20 43 24 4 2 0 0 0 43.1 38.3 4.7 0800 - 0900 163 31 58 33 41 0 0 151 0 7 2 1 0 2 0 0 0 0 0 0 0 0 5 24 90 34 7 2 1 0 0 42.1 38.3 4.7 0900 - 1000 214 38 45 68 63 0 0 197 0 14 3 0 0 0 0 0 0 0 0 0 0 0 3 57 91 50 11 2 0 0 0 42.3 38 4.3 1000 - 1100 322 80 68 79 95 2 0 304 5 8 3 0 0 0 0 0 0 0 0 2 0 2 11 77 166 52 10 0 2 0 0 40.8 36.9 4.7 1100 - 1200 322 85 68 81 88 0 0 303 6 10 0 1 1 0 1 0 0 0 0 0 0 3 7 83 152 65 8 4 0 0 0 41.2 37.3 4.4 1200 - 1300 327 81 79 95 72 0 2 311 0 11 1 0 0 0 1 1 0 0 0 0 0 2 10 66 149 76 16 6 2 0 0 43 38.1 5 1300 - 1400 273 66 65 71 71 0 3 257 5 7 0 1 0 0 0 0 0 0 0 0 0 1 14 52 131 57 12 4 2 0 0 42.3 37.7 5 1400 - 1500 265 67 55 78 65 1 0 247 4 9 0 1 0 2 0 1 0 0 1 0 1 2 11 57 132 47 13 0 1 0 0 41.8 37.3 5 1500 - 1600 237 58 67 52 60 0 4 218 2 11 0 0 1 0 0 1 0 0 0 0 2 5 8 39 110 57 11 3 1 0 1 42.1 37.9 5.7 1600 - 1700 243 60 51 77 55 0 2 229 2 4 2 0 1 3 0 0 0 0 0 0 0 1 3 49 108 57 19 3 2 1 0 42.9 38.6 5 1700 - 1800 227 59 51 60 57 0 1 213 1 8 2 1 0 1 0 0 0 0 0 0 0 1 3 30 94 77 15 6 1 0 0 43.6 39.6 4.7 1800 - 1900 177 58 42 31 46 0 0 171 2 4 0 0 0 0 0 0 0 0 0 0 0 0 3 36 82 41 10 4 1 0 0 42.6 38.5 4.8 1900 - 2000 101 27 33 18 23 0 2 93 1 4 1 0 0 0 0 0 0 0 0 0 0 0 4 19 47 20 9 1 1 0 0 43.4 38.4 5.3 2000 - 2100 67 21 13 10 23 0 0 65 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 7 35 19 3 0 1 0 0 43 38.9 4.2 2100 - 2200 59 15 12 13 19 0 0 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 20 22 4 5 0 0 0 45.1 40.6 5.2 2200 - 2300 42 8 9 16 9 0 1 40 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 12 13 13 2 0 0 0 0 42.2 37.7 4.4 2300 - 0000 43 9 12 8 14 0 0 41 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 4 21 12 1 1 1 1 0 42.7 39.6 6 0700 - 1900 2865 698 675 750 742 3 12 2675 28 111 14 6 3 8 2 3 0 0 1 2 3 17 80 590 1348 637 136 36 13 1 1 42.2 38.0 4.9 0600 - 2200 3138 771 737 808 822 3 14 2929 29 124 16 6 4 8 2 3 0 0 1 2 3 17 87 631 1468 714 155 43 15 1 1 42.3 38.1 4.9 0600 - 0000 3223 788 758 832 845 3 15 3010 29 127 16 6 4 8 2 3 0 0 1 2 3 17 91 647 1502 739 158 44 16 2 1 42.4 38.1 4.9 0000 - 0000 3288 801 774 854 859 3 15 3068 29 133 16 6 4 8 3 3 0 0 1 2 3 18 95 666 1525 752 162 45 16 2 1 42.3 38.1 4.9 Sunday 25 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 23 10 3 5 5 0 0 21 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 3 1 0 1 0 0 43.9 37.7 5.7 0100 - 0200 11 3 3 4 1 0 0 9 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 1 6 1 2 0 0 0 0 46.6 38.3 6 0200 - 0300 8 2 2 0 4 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 1 1 0 0 0 0 - 35.5 8.1 0300 - 0400 3 1 1 0 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 - 39.9 3.4 0400 - 0500 9 1 0 6 2 0 0 7 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 2 1 0 0 0 0 - 37.3 5.6 0500 - 0600 17 3 5 6 3 0 0 12 1 2 0 0 0 0 0 2 0 0 0 0 0 3 1 4 6 2 1 0 0 0 0 40.7 34.1 6.8 0600 - 0700 39 4 9 12 14 0 1 34 1 1 1 1 0 0 0 0 0 0 0 0 0 0 2 5 15 15 2 0 0 0 0 42.6 38.5 4.5 0700 - 0800 132 19 29 37 47 0 2 112 1 17 0 0 0 0 0 0 0 0 0 0 0 1 1 38 58 22 9 3 0 0 0 42.3 38 4.6 0800 - 0900 181 55 42 34 50 1 3 165 2 5 2 2 0 0 1 0 0 0 0 1 0 3 1 40 72 56 6 1 1 0 0 43 38.1 5 0900 - 1000 284 61 59 74 90 1 4 268 2 5 2 2 0 0 0 0 0 0 0 1 0 0 3 50 157 58 11 4 0 0 0 41.8 38.1 4.2 1000 - 1100 374 91 86 96 101 0 10 346 2 13 2 0 0 1 0 0 0 0 0 1 0 1 27 100 164 61 16 4 0 0 0 41.5 36.6 4.9 1100 - 1200 406 103 116 101 86 1 6 386 4 7 1 0 0 1 0 0 0 0 0 1 0 0 8 115 193 64 20 4 1 0 0 41.3 37.3 4.5 1200 - 1300 333 78 90 91 74 2 3 318 1 8 1 0 0 0 0 0 0 0 0 1 0 1 9 79 169 58 10 4 1 1 0 41 37.4 4.7 1300 - 1400 269 78 68 59 64 0 14 245 2 6 0 1 0 0 0 1 0 0 0 0 0 1 14 71 124 40 14 3 0 2 0 41.3 37.3 5.1 1400 - 1500 229 60 66 54 49 1 6 208 3 8 2 0 0 0 0 1 0 0 0 1 0 3 6 36 104 60 15 2 0 2 0 43.6 38.5 5.5 1500 - 1600 234 67 51 60 56 3 2 221 2 2 1 1 0 1 0 1 0 0 0 3 0 2 9 38 98 70 10 4 0 0 0 43.3 38 5.7 1600 - 1700 197 55 58 48 36 0 7 184 0 4 0 0 0 1 0 1 0 0 0 0 0 2 1 36 80 54 17 6 0 0 1 43.4 39.1 5.2 1700 - 1800 163 58 34 33 38 0 1 154 2 4 0 0 1 0 0 1 0 0 0 0 0 0 4 33 62 42 13 4 3 2 0 44.4 39.4 5.8 1800 - 1900 115 38 29 26 22 0 1 108 1 4 0 0 0 1 0 0 0 0 0 0 0 0 8 28 45 28 4 1 0 1 0 42.6 37.7 5.4 1900 - 2000 91 27 23 26 15 0 0 90 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 21 33 25 9 1 0 0 0 43.8 38.8 5 2000 - 2100 68 18 22 19 9 0 0 67 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11 24 26 5 1 0 0 0 43.9 39.5 4.6 2100 - 2200 48 17 12 9 10 0 2 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 16 3 3 0 0 0 44.6 39.4 5.5 2200 - 2300 17 7 4 4 2 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6 4 4 1 0 0 0 48.5 41.2 6.4 2300 - 0000 4 1 1 1 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 0 0 0 0 - 36.3 2.2 0700 - 1900 2917 763 728 713 713 9 59 2715 22 83 11 6 1 5 1 5 0 0 0 9 0 14 91 664 1326 613 145 40 6 8 1 42.3 37.8 5.0 0600 - 2200 3163 829 794 779 761 9 62 2952 23 85 13 7 1 5 1 5 0 0 0 9 0 14 96 714 1411 695 164 45 6 8 1 42.5 37.9 5.0 0600 - 0000 3184 837 799 784 764 9 62 2973 23 85 13 7 1 5 1 5 0 0 0 9 0 14 96 717 1420 699 168 46 6 8 1 42.6 37.9 5.0 0000 - 0000 3255 857 813 805 780 9 62 3032 24 93 13 7 1 5 2 7 0 0 0 9 0 18 99 735 1448 710 174 46 7 8 1 42.6 37.9 5.1

Monday 26 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 1 2 0 1 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 - 40.6 6.9 0100 - 0200 6 4 0 2 0 0 0 5 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 - 36.2 2.8 0200 - 0300 12 4 1 5 2 0 0 10 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 5 4 0 0 0 0 0 42.9 37.9 3.9 0300 - 0400 13 2 4 6 1 0 0 8 0 3 1 0 0 0 1 0 0 0 0 0 0 0 1 4 5 1 1 1 0 0 0 45.8 37.6 6.3 0400 - 0500 21 2 2 12 5 0 0 19 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 10 5 4 1 1 0 0 0 43.5 37.2 5.5 0500 - 0600 92 17 20 17 38 0 1 76 0 9 0 2 0 1 0 3 0 0 0 0 1 5 5 20 40 15 5 1 0 0 0 42.1 36.7 5.9 0600 - 0700 250 45 53 84 68 0 0 208 1 30 1 2 0 2 0 6 0 0 0 0 0 8 19 37 98 75 9 4 0 0 0 42.5 37.6 5.5 0700 - 0800 403 73 109 110 111 0 2 354 2 31 2 7 0 1 1 2 1 0 0 0 0 4 17 72 191 89 22 6 1 1 0 42.7 37.9 5.2 0800 - 0900 303 80 76 82 65 1 0 244 1 36 3 8 1 3 2 4 0 0 0 1 3 9 32 80 117 48 12 0 0 1 0 40.5 35.7 5.7 0900 - 1000 290 70 64 85 71 0 1 232 6 37 1 5 0 2 1 5 0 0 0 0 0 9 24 101 106 43 5 2 0 0 0 40.3 35.5 5.1 1000 - 1100 329 71 87 84 87 1 1 284 5 21 3 8 0 0 2 4 0 0 0 4 2 6 32 97 127 50 10 1 0 0 0 40.8 35.6 5.8 1100 - 1200 263 75 47 74 67 0 4 227 1 22 2 4 0 0 2 1 0 0 0 0 0 7 8 69 119 51 8 0 1 0 0 41.6 36.9 4.8 1200 - 1300 261 64 70 60 67 0 2 213 3 23 2 7 0 4 3 3 1 0 0 0 0 5 17 68 110 51 8 1 1 0 0 41.2 36.7 5 1300 - 1400 284 86 49 77 72 0 3 239 2 24 2 5 1 1 3 3 1 0 0 0 0 1 17 66 113 63 18 5 0 1 0 42.2 37.8 5.4 1400 - 1500 330 59 90 83 98 0 3 286 3 25 2 5 0 1 0 4 0 1 0 0 0 4 14 69 132 90 16 3 2 0 0 42.6 37.9 5 1500 - 1600 330 68 84 88 90 0 2 291 1 23 6 2 1 2 0 2 0 0 0 0 0 0 7 54 173 76 18 2 0 0 0 42.5 38.2 4 1600 - 1700 388 104 98 104 82 0 1 359 2 17 3 1 0 1 1 3 0 0 0 0 1 9 9 29 175 119 32 13 0 1 0 44.2 39.5 5.5 1700 - 1800 254 73 68 60 53 0 1 234 5 6 3 0 0 0 2 3 0 0 0 0 0 10 9 34 94 92 10 4 1 0 0 43.3 38.3 5.7 1800 - 1900 120 49 33 25 13 0 0 108 2 5 4 1 0 0 0 0 0 0 0 0 0 0 2 15 56 36 9 2 0 0 0 43.4 39.2 4.4 1900 - 2000 106 28 30 23 25 0 0 96 1 5 4 0 0 0 0 0 0 0 0 0 0 0 2 20 53 25 2 2 0 2 0 41.5 38.5 5.2 2000 - 2100 54 19 14 11 10 0 1 50 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 25 18 4 4 0 0 0 45 40.4 4.8 2100 - 2200 50 28 8 8 6 0 0 48 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 5 25 13 5 0 0 0 0 44.2 39 4.2 2200 - 2300 20 9 4 4 3 0 0 18 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 5 13 0 0 0 0 0 43.3 40.1 3.5 2300 - 0000 6 2 3 0 1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 1 0 0 0 0 - 40.9 5.1 0700 - 1900 3555 872 875 932 876 2 20 3071 33 270 33 53 3 15 17 34 3 1 0 5 6 64 188 754 1513 808 168 39 6 4 0 42.2 37.4 5.3 0600 - 2200 4015 992 980 1058 985 2 21 3473 35 308 40 55 3 17 17 40 3 1 0 5 6 72 211 819 1714 939 188 49 6 6 0 42.3 37.5 5.3 0600 - 0000 4041 1003 987 1062 989 2 21 3497 35 308 41 55 3 18 17 40 3 1 0 5 6 72 211 822 1721 954 189 49 6 6 0 42.3 37.5 5.3 0000 - 0000 4189 1033 1016 1104 1036 2 22 3618 35 323 44 57 3 19 19 43 3 1 0 5 7 77 217 863 1780 978 198 52 6 6 0 42.3 37.5 5.4

Tuesday 27 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 4 1 1 1 1 0 0 2 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 - 38.2 4 0100 - 0200 4 1 0 3 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 1 0 0 0 0 0 - 34 7.5 0200 - 0300 8 2 2 0 4 0 0 5 0 0 2 0 0 0 1 0 0 0 0 0 0 0 2 2 3 1 0 0 0 0 0 - 34.3 5.1 0300 - 0400 13 2 1 5 5 0 0 9 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 7 5 0 1 0 0 0 0 39.1 35.6 4 0400 - 0500 23 1 2 9 11 0 0 16 0 3 2 0 0 1 1 0 0 0 0 0 0 0 5 11 3 3 1 0 0 0 0 40.2 33.8 5 0500 - 0600 86 18 12 23 33 0 0 72 1 9 2 0 0 0 0 2 0 0 0 0 0 1 3 18 44 16 3 1 0 0 0 41.8 37.6 4.6 0600 - 0700 270 33 73 76 88 0 2 223 2 19 12 3 3 3 2 1 0 0 0 0 0 1 15 59 135 49 10 1 0 0 0 41.1 37.1 4.3 0700 - 0800 362 69 95 110 88 0 0 319 1 26 5 2 1 4 2 2 0 0 0 0 0 2 18 74 182 71 12 1 2 0 0 41.4 37.5 4.4 0800 - 0900 283 73 70 73 67 0 0 223 6 35 7 2 2 1 2 5 0 0 0 0 4 6 31 77 107 52 6 0 0 0 0 41.3 35.6 5.5 0900 - 1000 238 68 53 57 60 0 1 193 2 28 5 2 0 1 3 3 0 0 0 0 1 3 14 70 110 37 3 0 0 0 0 40.3 36.2 4.2 1000 - 1100 257 65 61 72 59 0 0 208 2 29 6 2 0 1 4 5 0 0 0 0 0 6 22 65 106 41 13 2 1 1 0 41.8 36.5 5.7 1100 - 1200 235 62 69 58 46 0 0 202 2 22 1 1 0 2 0 4 0 1 0 0 0 4 25 48 112 36 8 2 0 0 0 40.9 36.3 4.9 1200 - 1300 243 67 58 67 51 0 1 201 4 17 3 8 0 3 5 1 0 0 0 0 0 2 29 64 100 38 8 2 0 0 0 40.8 36 5.1 1300 - 1400 288 82 59 75 72 0 0 240 2 25 2 10 1 3 2 3 0 0 0 0 0 3 27 74 122 48 13 1 0 0 0 41 36.4 5 1400 - 1500 318 67 78 86 87 0 1 277 4 26 2 3 0 1 1 3 0 0 0 0 0 2 17 91 119 76 11 2 0 0 0 42 37 4.7 1500 - 1600 338 72 65 103 98 0 0 296 4 27 2 2 1 3 2 1 0 0 0 0 0 3 7 45 172 88 19 4 0 0 0 42.4 38.4 4.3 1600 - 1700 391 103 107 94 87 1 1 367 1 10 2 3 0 2 1 3 0 0 1 0 0 2 13 57 194 102 18 3 1 0 0 42.2 38.2 4.6 1700 - 1800 317 92 90 75 60 1 0 302 3 5 2 1 1 0 1 1 0 0 0 1 0 0 8 52 140 84 22 4 5 1 0 43 39 5.3 1800 - 1900 154 40 39 42 33 1 0 150 0 3 0 0 0 0 0 0 0 0 0 1 0 1 2 20 64 47 12 5 1 1 0 44.4 39.6 5.8 1900 - 2000 81 23 25 20 13 0 1 78 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 11 34 22 7 3 1 1 0 45.2 39.9 5.9 2000 - 2100 70 23 15 14 18 0 0 66 0 1 2 0 0 1 0 0 0 0 0 0 0 0 2 8 35 14 9 2 0 0 0 45.2 39.4 5 2100 - 2200 55 24 15 9 7 0 0 53 0 1 0 0 0 0 0 1 0 0 0 0 0 1 1 8 21 17 6 1 0 0 0 44.8 39.5 5 2200 - 2300 29 9 11 2 7 0 0 27 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 5 12 6 4 0 1 0 0 45.9 39.5 5.9 2300 - 0000 7 4 0 1 2 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 1 1 0 0 0 0 - 38.5 5.8 0700 - 1900 3424 860 844 912 808 3 4 2978 31 253 37 36 6 21 23 31 0 1 1 2 5 34 213 737 1528 720 145 26 10 3 0 41.8 37.2 5.0 0600 - 2200 3900 963 972 1031 934 3 7 3398 33 275 51 39 9 25 25 34 0 1 1 2 5 36 233 823 1753 822 177 33 11 4 0 41.9 37.4 5.0 0600 - 0000 3936 976 983 1034 943 3 7 3430 33 279 51 39 9 25 25 34 0 1 1 2 5 36 234 830 1768 829 182 33 12 4 0 42.0 37.4 5.1 0000 - 0000 4074 1001 1001 1075 997 3 7 3536 34 293 60 39 9 26 29 37 0 1 1 2 5 37 245 871 1824 852 187 34 12 4 0 41.9 37.3 5.1 Wednesday 28 March 2018 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 6 2 3 1 0 0 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 - 38.4 2.5 0100 - 0200 5 1 2 1 1 0 0 2 0 1 0 0 0 1 1 0 0 0 0 0 0 0 1 2 1 0 0 1 0 0 0 - 36.5 8.5 0200 - 0300 5 3 0 1 1 0 0 4 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2 1 1 0 0 0 0 0 - 35.7 7.1 0300 - 0400 8 1 1 4 2 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 2 1 0 0 0 0 - 37.1 5.8 0400 - 0500 25 2 5 7 11 0 0 21 0 0 1 0 0 0 1 2 0 0 0 0 0 1 4 2 11 4 2 1 0 0 0 43.6 37 6.5 0500 - 0600 94 15 18 26 35 0 1 74 1 11 2 0 0 3 1 1 0 0 0 0 0 0 5 19 49 15 5 1 0 0 0 40.9 37.4 4.2 0600 - 0700 271 34 69 79 89 0 0 228 4 26 5 4 0 1 1 1 1 0 0 0 0 3 19 57 122 59 9 0 2 0 0 41.6 37.2 4.8 0700 - 0800 400 88 93 103 116 0 0 349 5 32 6 3 1 2 1 1 0 0 0 0 0 6 16 95 180 87 12 4 0 0 0 42.1 37.2 4.7 0800 - 0900 301 102 66 67 66 0 1 243 2 34 0 4 1 5 5 6 0 0 0 0 5 6 30 78 120 50 11 1 0 0 0 40.8 35.8 5.7 0900 - 1000 284 69 66 78 71 1 1 230 2 38 2 3 1 2 3 1 0 0 1 0 0 9 16 73 122 53 9 1 0 0 0 41.4 36.3 5.3 1000 - 1100 264 61 76 56 71 0 0 223 3 22 4 6 0 2 1 3 0 0 1 0 2 1 29 72 115 34 9 1 0 0 0 40.3 35.8 5.2 1100 - 1200 231 57 68 54 52 0 0 192 5 16 8 3 1 3 1 2 0 0 0 0 0 2 10 52 110 47 9 1 0 0 0 41.8 37.1 4.5 1200 - 1300 275 77 63 74 61 0 1 220 3 30 7 8 0 3 1 2 0 0 0 0 2 7 23 76 125 36 4 2 0 0 0 40 35.8 4.9 1300 - 1400 280 83 61 70 66 0 1 246 3 19 3 5 0 0 2 1 0 0 0 0 0 5 12 64 125 54 20 0 0 0 0 42.2 37.2 5 1400 - 1500 302 66 85 72 79 0 1 261 1 27 3 1 0 3 4 1 0 0 0 0 0 1 18 64 141 66 9 3 0 0 0 41.5 37.2 4.6 1500 - 1600 346 81 67 112 86 0 3 311 4 19 2 3 0 3 0 1 0 0 0 2 3 1 10 52 167 85 21 3 1 0 1 42.9 38.3 6.6 1600 - 1700 431 132 115 96 88 0 1 395 3 15 9 1 1 3 1 2 0 0 0 0 2 3 9 80 207 106 17 5 1 1 0 42.1 38.1 4.8 1700 - 1800 267 96 66 53 52 1 1 249 2 7 5 0 0 0 0 2 0 0 0 1 2 1 6 26 130 84 14 2 1 0 0 43 38.7 5 1800 - 1900 147 43 29 32 43 0 2 133 2 2 7 0 0 1 0 0 0 0 0 0 0 0 8 25 65 39 5 5 0 0 0 43.3 38.3 5.2 1900 - 2000 89 31 18 20 20 0 0 85 0 1 3 0 0 0 0 0 0 0 0 0 0 0 3 20 35 19 11 0 1 0 0 43.7 38.6 5.5 2000 - 2100 90 21 25 19 25 0 0 84 0 2 3 0 0 0 1 0 0 0 0 0 0 0 2 12 33 29 10 2 2 0 0 45.4 40.1 5.3 2100 - 2200 69 26 15 13 15 0 0 64 1 1 3 0 0 0 0 0 0 0 0 0 0 0 1 7 32 17 8 4 0 0 0 46.3 40.3 5.2 2200 - 2300 24 5 8 7 4 0 0 20 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 1 9 8 3 1 1 0 0 47.1 41.4 6.1 2300 - 0000 15 5 2 2 6 0 0 13 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 6 3 3 0 1 0 0 47.1 40.4 7.4 0700 - 1900 3528 955 855 867 851 2 12 3052 35 261 56 37 5 27 19 22 0 0 2 3 16 42 187 757 1607 741 140 28 3 1 1 41.8 37.2 5.2 0600 - 2200 4047 1067 982 998 1000 2 12 3513 40 291 70 41 5 28 21 23 1 0 2 3 16 45 212 853 1829 865 178 34 8 1 1 42.0 37.3 5.3 0600 - 0000 4086 1077 992 1007 1010 2 12 3546 40 294 71 41 5 28 22 24 1 0 2 3 16 46 213 855 1844 876 184 35 10 1 1 42.1 37.4 5.3 0000 - 0000 4229 1101 1021 1047 1060 2 13 3660 41 307 75 41 5 32 25 27 1 0 2 3 16 47 225 882 1913 899 192 38 10 1 1 42.1 37.4 5.3

Virtual Day (7.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph 0000 - 0100 11 4 3 2 2 0 0 10 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 2 1 0 0 0 0 45.2 39 5.9 0100 - 0200 6 2 1 2 1 0 0 4 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 2 2 1 0 0 0 0 0 - 35.6 6.2 0200 - 0300 7 3 1 2 2 0 0 6 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 2 3 2 0 0 0 0 0 - 36.4 5.3 0300 - 0400 8 1 2 3 2 0 0 6 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 2 3 1 0 0 0 0 0 - 36.3 5.6 0400 - 0500 15 1 2 6 6 0 0 12 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 4 4 3 1 0 0 0 0 41.8 36.2 5.8 0500 - 0600 52 8 9 14 20 0 0 42 0 6 1 0 0 1 0 1 0 0 0 0 0 1 2 12 23 9 2 0 0 0 0 41.2 37 5 0600 - 0700 154 23 36 47 48 0 1 127 1 16 3 2 1 1 1 2 0 0 0 0 0 2 11 28 69 37 6 1 1 0 0 42.1 37.5 5 0700 - 0800 271 52 66 77 77 0 1 235 2 25 2 3 1 1 1 1 0 0 0 0 0 3 11 59 123 60 12 3 0 0 0 42.3 37.6 4.8 0800 - 0900 296 77 73 71 75 0 1 251 2 26 3 4 1 2 2 3 0 0 0 0 2 5 22 69 129 56 10 1 0 0 0 41.4 36.5 5.3 0900 - 1000 272 67 64 73 68 0 1 230 2 26 3 4 1 1 1 2 0 0 0 0 0 4 16 72 123 47 7 2 0 0 0 41 36.5 4.9 1000 - 1100 297 72 74 74 78 0 2 257 4 20 4 5 0 1 2 2 0 0 0 1 1 3 22 81 130 45 11 2 1 0 0 40.9 36.3 5.2 1100 - 1200 291 73 71 73 74 0 2 257 4 19 3 2 0 2 1 1 0 0 0 0 0 3 13 77 135 49 11 3 0 0 0 41.2 36.9 4.7 1200 - 1300 284 74 71 74 65 1 2 246 2 20 2 5 0 2 2 2 0 0 0 0 0 4 18 71 126 51 9 3 1 0 0 41.2 36.8 5.1 1300 - 1400 279 73 65 70 71 0 3 240 3 20 2 5 0 1 2 2 0 0 0 0 0 5 17 67 120 53 13 2 0 0 0 41.6 37 5.1 1400 - 1500 295 72 77 74 72 1 2 257 4 21 1 3 1 1 1 2 0 0 0 0 0 4 15 69 126 64 13 2 0 0 0 42.2 37.2 5.2 1500 - 1600 316 74 76 83 84 0 2 281 4 20 2 2 1 2 1 1 0 0 0 1 1 4 12 59 148 74 15 3 0 0 0 42.2 37.7 5.3 1600 - 1700 346 93 89 87 77 0 2 318 2 14 3 2 0 2 1 2 0 0 0 0 0 3 9 58 161 87 21 6 1 0 0 42.8 38.4 5 1700 - 1800 284 83 73 67 60 0 1 266 2 8 2 1 0 1 1 2 0 0 0 0 0 3 7 45 125 79 17 4 2 1 0 42.9 38.6 5.2 1800 - 1900 185 58 45 42 41 0 0 175 1 5 2 0 0 1 0 1 0 0 0 0 0 1 6 30 82 49 12 4 1 0 0 43.4 38.7 5.2 1900 - 2000 111 34 30 26 22 0 1 104 0 3 2 0 0 0 0 1 0 0 0 0 0 1 4 19 48 27 9 2 1 0 0 43.7 38.9 5.6 2000 - 2100 78 22 20 17 18 0 0 74 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 10 33 23 7 2 1 0 0 44.1 39.6 5.1 2100 - 2200 64 22 15 13 15 0 0 61 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 9 25 19 7 3 0 0 0 45.1 40 5.2 2200 - 2300 39 15 9 9 7 0 0 37 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 6 14 14 4 1 0 0 0 44.6 39.8 5 2300 - 0000 22 6 6 4 6 0 0 20 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3 9 6 2 0 0 0 0 44.8 39.4 6 0700 - 1900 3418 868 845 865 840 4 19 3013 33 223 31 35 5 17 16 22 1 0 1 3 5 44 170 756 1530 713 152 33 7 3 1 41.9 37.3 5.1 0600 - 2200 3826 969 946 968 943 4 20 3380 35 245 37 37 5 19 17 25 1 0 1 4 5 47 186 823 1705 819 181 41 10 3 1 42.1 37.5 5.2 0600 - 0000 3887 989 961 981 956 4 21 3437 35 248 38 37 5 19 17 26 1 0 1 4 5 47 188 832 1728 839 188 42 10 4 1 42.2 37.5 5.2 0000 - 0000 3986 1008 979 1010 988 4 21 3516 35 259 40 38 6 20 19 28 1 0 1 4 5 49 194 858 1767 856 193 44 11 4 1 42.2 37.5 5.2

Virtual Week (1.00) 15 Minute Bin Drops Number Vehicle Classes ARX Scheme Vehicle Speed Time Hourly 00-15 15-30 30-45 45-00 Car 2 Axle 3 Axle 4 Axle 3 Axle 4 Axle 5 Axle 6 Axle Double Triple MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH MPH P-Tile Average Standard Totals Cycles Motor Car Van Van Rigid Rigid Artic Artic Artic Artic Road Road 0 10 15 20 25 30 35 40 45 50 55 60 65 85% Speed deviation Cycles Van Towing Lorry Train Train <10mph <15mph <20mph <25mph <30mph <35mph <40mph <45mph <50mph <55mph <60mph <65mph <140mph Mon 4189 1033 1016 1104 1036 2 22 3618 35 323 44 57 3 19 19 43 3 1 0 5 7 77 217 863 1780 978 198 52 6 6 0 42.3 37.5 5.4 Tue 4074 1001 1001 1075 997 3 7 3536 34 293 60 39 9 26 29 37 0 1 1 2 5 37 245 871 1824 852 187 34 12 4 0 41.9 37.3 5.1 Wed 4229 1101 1021 1047 1060 2 13 3660 41 307 75 41 5 32 25 27 1 0 2 3 16 47 225 882 1913 899 192 38 10 1 1 42.1 37.4 5.3 Thu 4408 1137 1062 1101 1108 3 11 3850 36 300 46 52 10 26 28 44 2 0 1 3 5 98 249 942 1927 894 224 47 15 2 1 42.2 37.2 5.5 Fri 4457 1127 1169 1082 1079 5 19 3846 49 364 25 61 7 23 25 33 0 0 1 2 1 48 230 1045 1951 910 215 43 9 2 0 41.9 37.4 5 Sat 3288 801 774 854 859 3 15 3068 29 133 16 6 4 8 3 3 0 0 1 2 3 18 95 666 1525 752 162 45 16 2 1 42.3 38.1 4.9 Sun 3255 857 813 805 780 9 62 3032 24 93 13 7 1 5 2 7 0 0 0 9 0 18 99 735 1448 710 174 46 7 8 1 42.6 37.9 5.1 27900 7057 6856 7068 6919 27 149 24610 248 1813 279 263 39 139 131 194 6 2 6 26 37 343 1360 6004 12368 5995 1352 305 75 25 4 42.2 37.5 5.2 Proof of Evidence DRAFT

Appendix B Accident Data

Prepared for: Applegreen AECOM 24

Subject: FW: Accident Data Enquiry

From: Matthew Bell-Simpson [mailto:[email protected]] On Behalf Of bi operations Sent: 23 October 2017 11:12 To: Smithson, Natasha Subject: RE: Accident Data Enquiry

Hi Natasha,

No problem at all, in that case for the area requested during that time period there is no collision data to provide and therefore no charge would be made for this request

Thanks, Matthew

Matthew Bell-Simpson Data Officer Technology and Change North Yorkshire County Council County Hall Racecourse Lane Northallerton DL7 8DD

Telephone: 01609 535969 Email: [email protected]

From: Smithson, Natasha [mailto:[email protected]] Sent: 23 October 2017 11:10 To: bi operations Subject: RE: Accident Data Enquiry

Hi Matthew,

Apologies for the confusion in my earlier email, I required collision data within the additional area for the latest five years (2012-2016, inclusive). Are you able to confirm that there is no data for this period within the area outlined in blue attached.

Thank you and sorry for the confusion,

Natasha Crash Date: Monday, October 25, 2010 Time of Crash: 6:35:00 PM Crash Reference: 2010120184244

Highest Injury Severity: Serious Road Number: B6265 Number of Casualties: 1

Highway Authority: North Yorkshire Number of Vehicles: 2

Local Authority: Harrogate District (B) OS Grid Reference: 437880 469210

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60

Light Conditions: Darkness: no street lighting

Carriageway Hazards: None

Junction Detail: T or staggered junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Give way or uncontrolled

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 4/14/2020 1:34:32 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 2 Car (excluding private 13 Male 56 - 65 Vehicle proceeding normally along the Front Commuting None None hire) carriageway, not on a bend to/from work 1 Car (excluding private 5 Male 21 - 25 Vehicle is in the act of turning right Offside Other None None hire)

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Serious Driver or rider Male 56 - 65 Unknown or other Unknown or other

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Page 2 of 2 4/14/2020 1:34:32 PM Crash Date: Friday, August 12, 2011 Time of Crash: 5:30:00 PM Crash Reference: 2011120135775

Highest Injury Severity: Slight Road Number: B6265 Number of Casualties: 2

Highway Authority: North Yorkshire Number of Vehicles: 2

Local Authority: Harrogate District (B) OS Grid Reference: 437970 469160

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None

Junction Detail: Using private drive or entrance

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Give way or uncontrolled

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 4/14/2020 1:28:10 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 2 Car (excluding private 4 Male 21 - 25 Vehicle is passing another moving vehicle Offside Other None None hire) on its offside 1 Car (excluding private 4 Female 36 - 45 Vehicle is in the act of turning right Offside Other None None hire)

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Female 36 - 45 Unknown or other Unknown or other 1 2 Slight Vehicle or pillion Female 16 - 20 Unknown or other Unknown or other passenger

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Page 2 of 2 4/14/2020 1:28:10 PM Crash Date: Monday, August 21, 2017 Time of Crash: 7:55:00 PM Crash Reference: 2017120014917

Highest Injury Severity: Slight Road Number: B6265 Number of Casualties: 1

Highway Authority: North Yorkshire Number of Vehicles: 3

Local Authority: Harrogate Borough OS Grid Reference: 438366 468997

Weather Description: Raining without high winds

Road Surface Description: Wet or Damp

Speed Limit: 60

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 4/14/2020 1:30:10 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 3 Car (excluding private 8 Male Over 75 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 1 Car (excluding private 15 Male 16 - 20 Vehicle proceeding normally along the Front Commuting None None hire) carriageway, not on a bend to/from work 2 Car (excluding private 1 Male 26 - 35 Vehicle proceeding normally along the Did not impact Other None None hire) carriageway, not on a bend

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 3 1 Slight Driver or rider Male Over 75 Unknown or other Unknown or other

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Page 2 of 2 4/14/2020 1:30:10 PM Crash Date: Wednesday, February 22, 2017 Time of Crash: 6:19:00 PM Crash Reference: 2017120030965

Highest Injury Severity: Slight Road Number: B6265 Number of Casualties: 1

Highway Authority: North Yorkshire Number of Vehicles: 2

Local Authority: Harrogate Borough OS Grid Reference: 438015 469129

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60

Light Conditions: Darkness: no street lighting

Carriageway Hazards: None

Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian Crossing: No physical crossing facility within 50 metres

Road Type: Single carriageway

Junction Control: Not Applicable

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 1 of 2 4/14/2020 1:25:20 PM Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 2 Car (excluding private 5 Male 46 - 55 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 1 Car (excluding private 4 Unknow 56 - 65 Vehicle proceeding normally along the Front Commuting None None hire) n carriageway, not on a bend to/from work

Casualties

Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Male 46 - 55 Unknown or other Unknown or other

For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services

Page 2 of 2 4/14/2020 1:25:20 PM Proof of Evidence DRAFT

Appendix C Rear Access Design, A168 Realignment, Minutes of Meetings and Correspondence

aecom.com

Prepared for: Applegreen AECOM 25

Meeting Notes

Project: Vale of York/ Kirby Hill Subject: Design update/ progress Venue: NYCC County Hall Prepared by: RC Mtg Date: 4th April 2019 In Attendance: Roland Craig (RC) AECOM Nick Roberts (NR) AXIS Eugene Moore (EM) APPLEGREEN Jack Fawdington (JF) HE Keith Jameson (KJ) NYCC Pam Johnson (PJ) NYCC Alistair Snart (AS) RMS Paul Cawthorne SYSTRA

Item Meeting Notes Action

1 Introductions

2 Planning Update

RC asked NYCC whether they had any outstanding highway or transport issues with regard to the MSA application which still required an AECOM response other than those items specifically identified within the meeting Agenda.

PJ confirmed that there were no ‘other’ issues of concern but apologised as she had not had any formal feedback to offer pertaining to the realigned A168. RC explained to the meeting that the A168 had previously been designed with a two step deviation from DMRB standards. This had been addressed with a compliant layout and a 3d layout had been issued to NYCC consultants WSP in NYCC August 2018.

PJ agreed to contact WSP and provide AECOM and Applegreen with a formal response ASAP.

RC asked HE whether they had any outstanding highway or transport issues with regard to the MSA application which still required an AECOM response other than those items specifically identified within the meeting Agenda.

JF responded saying that the RSA and the CTMP where the only issues to be resolved and as these formed part of the agenda JF confirmed that there were no ‘other’ issue still outstanding.

3 RSA

RC identified each problem contained within the RSA Stage 1 dated 22nd March 2019 and a discussion on each recommendation then followed.

3.1 Recommendation agreed AECOM 4.1 Recommendation to amend level within the site to achieve visibility in the vertical plane to be addressed in designers comments and through detailed AECOM design 4.2 Recommendation agreed

Meeting Notes

4.3 Recommendation agreed AECOM

4.4 Recommendation to locate ped/cycleway behind barrier agreed, AECOM to AECOM consider in designers comments DMRB standard for minimum length for barrier to obstruction. Design solution to include a solution for the overlap / crossing point to get pedestrians back on the roadside of the barrier. AECOM

4.5 Recommendation to provide adequate parapet for cyclists on bridge. AS to contact AECOM to discuss detail of parapet height and agree standards RMS/AECOM 4.6 Recommendation to connect footway on the B6265/ A168 roundabout. NYCC confirmed that only part of the roundabout requires a shared footway/ cycleway. AECOM to consider ped/cycle facility requirements and provide detail AECOM through detailed design discussions with NYCC.

4.7 Field access location, recommendation within RSA to consider potential to relocate access to realigned A168. RC mentioned that the current location of the field access was determined following comments from NYCC that an access off the realigned A168 would not be acceptable. Following discussion the meeting agreed that KK and PJ would discuss NYCC requirements and inform AECOM NYCC of their preferred option. NR and EM were happy to agree either option.

4.8 Recommendation to provide screening between the agricultural track and the realigned A168. PJ agreed that a hedge would be an option that NYCC would accept but until mature asked whether a ‘yorkshire boarding’ type screen could be provided. AECOM to provide a detail in the Designers response of an acceptable hedge/ fence arrangement. AECOM

5.1 Recommendation to provide a continuous footway from laybys to MSA, AECOM AECOM to provide detail in designer response.

5.2 Recommendation provide roundabouts of sufficient size with appropriately designed overrun areas. AECOM agreed to provide detail in designers response AECOM with SPA.

5.3 Recommendation to realign caravan exit in MSA, AECOM to provide detail AECOM in designer response.

5.4 Recommendation, confirm operation routes through PFS and car park, AECOM to provide detail in designer response. AECOM

5.5 Recommendation to confirm all permitted routes at exit from HGV fuel area, AECOM to provide detail in designer response. AECOM 5.6 Recommendation to confirm routing through HGV, coach parking area, AECOM to provide detail in designer response. AECOM

5.7 Recommendation to provide evidence that parking spaces located in PFS can be accessed safely, AECOM to provide detail in designer response. AECOM Further to the above RSA issues, the audit team raised the following points to AECOM be considered as part of the designer response:

Roundabout marking at dumbbell roundabouts and internal MSA to be corrected AECOM Remove blue symbols on drawings AECOM Consideration should be given as to how to prevent motorists using the AIL loading bays – The meeting discussed options considered at other AIL bays within the strategic network. AS informed the meeting that there this was an

Scoping Note

issue across the strategic network and RMS had not identified a solution. RC and EM agreed that the situation would be monitored and addressed if there was evidence of inappropriate parking in these bays. Applicant happy to accept AECOM a planning condition to monitor and take remedial action if issues arise.

RMS noted that maintenance boundaries had not been identified. Applegreen

agreed that they would take ownership of the slips and dumbbell roundabout. RMS confirmed they and HE would be happy to maintain the slips up to the edge of chevron. The meeting agreed that AECOM would produce a plan and circulate to RMS and then subsequently to NYCC and HE to identify AECOM maintenance/ ownership boundaries for further discussion and agreement between the three parties

4 CTMP

RC and NR discussed the CTMP and highlighted the Phasing of the proposed works contained within the draft CTMP report. KJ and PJ asked that a Highway Condition survey is undertaken before any construction work commences.

NR/RC explained Phase One works, PJ raised concern that NO access for construction activity could be considered through Ripon. PJ also asked that all construction staff amenities, parking, site compounds and wheel washing facilities were contained off highway and within Applegreen land.

NR/RC outlined Phase Two works, which includes realignment of A168. PJ asked that a RSA was undertaken of the roundabout during construction. The

field access, to be determined by NYCC, will be used as the construction access for the realignment of A168.

NR/RC discussed Phase Three the construction of the MSA and associated infrastructure. HE and RMS confirmed that they would not accept any proposal which sought access from the newly formed northbound slips on A1 for construction traffic. PJ requested that AS confirms this position to NYCC in RMS writing (email). The meeting discussed alternative access options to access the strategic network. The meeting agreed that an appropriate route would be to direct all construction traffic wishing to access the strategic network to do so via junction 48 on the A1 (to the south of the proposed MSA site) and via the A168. PJ asked that construction traffic be dissuaded from routing through Boroughbridge as this would not be accepted.

NR/RC discussed Phase Three A the A168 tie in.

NR/RC discussed Phase Four southbound slips. AS and PC asked that the CTMP include details of hard shoulder closures, night time working requirements for bridge construction, lining activity and lane closures. AS

requested that a 50mph speed restriction be implemented through the construction activity.

Further general comments where then discussed including contractor AECOM appointment, utility locations, construction of bridge structure and GG104 Stage 4 requirements.

AECOM agreed to review the comments raised in regard to the CTMP and reissue to report to HE and NYCC for sign off.

5 AOB - None

Last saved by: DAN.HODSON(2019-08-19) Last Plotted: 2019-08-19 Project Management Initials: Designer: Checked: Approved: ISO A1 594mm x 841mm Recycled Content Paper Printed on ___% Post-Consumer Filename: \\UKLDS2PFPSW001\UKLDS2PFPSW001-V1TP\PROJECTS\99999SPECULATIVE\DEVELOPMENT\KIRBY HILL MSA\CAD\03 SKETCHES\60534927-SKE-C-3000-REV-G.DWG

ARABLE FARMLAND

P\W

TARMAC

39.0 200 200 9mH R720.00 MG

80.00 GRASS N GRASS

6mH MG

39.50 650SP PROPOSED SLIPS COMPLIES WITH TD 22/06, 27/05 115.00

36.50 00 00

37.0 250 250

37.50

38.0

SO18

40.0

VEGETATION 600 GRASS

3.00 50 50

TARMAC

FOR AIL VEHICLE 7mH AREA OF OVERRUN MG

GRASS OVER BRIDGE MAINTENANCE STRIPS COMPLIES WITH TD 27/05 P\R INSET 1 ROUGH GRASS SO16

3.70

205.00 3.30 P\R 550 VEGETATION 170.00 PROPOSED SLIPS COMPLIES WITH TD 22/06, 27/05 TARMAC 40.0 3.70

3.30 EXISTING A168 TARMAC R50.00

ICD Ø36.00 R20.00 100 ICD Ø36.00 ARABLE FARMLAND R20.00

40.0 Ø18.00 ARABLE FARMLAND

ARABLE FARMLAND R20.00 Ø18.00 PROPOSED ROUNDABOUT COMPLIES WITH TD 16/07

TREES/BUSHES R30.00 AVERAGE HEIGHT 500 6mH ROUGH GRASS

A1 (M) 40.50 10.00 1.00 4.50

4.50 4.50 150 R20.00 R30.00 7.30 GRASS 721 R60.00 41.0 1.00 7.30

R30.00 TREES/BUSHES P\R TARMAC SO17

PROPOSED ROUNDABOUT R30.00 COMPLIES WITH TD 16/07

8mH 4.50 R20.00 G0.7 8mH 4.50 MG 1m FOOTWAY

R30.00 1m FOOTWAY 1m FOOTWAY 450 7mH G0.6 PROPOSED ROUNDABOUT 4.50 R20.00 COMPLIES WITH TD 16/07 700 FOR FIELD ACCESS 3m WIDE STONE AGRICULTURAL TRACK

37.0

GRASS R10.50 8mH P\W ICD Ø36.00 SO15 G0.8 TARMAC

AVERAGE TREE HEIGHT 8mH 200 9mH MG

R20.00 3.70

GRASS R10.50 36.50 3.30 5.00LEEMING LANE (A168)

400

5.00 3.70 36.0 R30.00

8mH 3.30 G1.4

35.50

7.30 GRASS

720/ 720m BYPASS RADIUS 44.50

44.0

35.0 1m FOOTWAY 8mH G1.6 A1 (M) ARABLE FARMLAND

43.50 350

P\R 3.00 43.0 8mH 34.50

AVERAGE TREE HEIGHT

42.50 PROPOSED SLIPS COMPLIES WITH TD 22/06, 27/05

42.0 PROPOSED SLIPS COMPLIES

WITH TD 22/06, 27/05 8mH G1.3 PROPOSED BYPASS COMPLIES WITH TD 9/93

41.50 ARABLE FARMLAND

SO14 41.0 ARABLE FARMLAND

GRASS

40.50

80.00 9mH 300 G1.4 40.0 P\R 39.50

GRASS

39.0

115.03

38.50 VEGETATION

6mH 2.50 MG 38.0 1.00

MG 5mH 3.65 37.50 225Ø

APPROXIMATE ARMCO POSITION OF MH BURIED MH 250

225Ø

3.65 ARABLE FARMLAND 37.0 RS 1.00

GRASS 2.50

36.50 G CW 36.0 R720.00

P\R

35.50

35.0

200

G SURFACE WATER ATTENUATION AND INFILTRATION LAGOON.

GRASS

225Ø

170.03 MH

150Ø 35.50 33.0

SP SP

SO13 TREES/BUSHES ARABLE FARMLAND G ARABLE FARMLAND

GRASS 36.0 33.50 FIELD AND ATTENUATION BASIN ACCESS

ARABLE FARMLAND 150

P\R 36.50 34.0

34.50

ARMCO 37.0

RS 205.00

G LP

GRASS CW 37.50

A1 (M) SURVEYED REMOTELY WHERE POSSIBLE. 100 UNABLE TO SURVEY FULLY

GRASS

TREES/BUSHES

P\R

LP UTL TARMAC SEIZED 38.0 MH PROPOSED FIELD ACCESS Original Size (A1) Scale CB MH G I\R PAVING MH CB MH CB UTL ARMCO SP UTL SP 0

P\R P\R G A1 (M) SP

10 SP TARMAC P\W UTL - SEIZED/ AVERAGE TREE HEIGHT GRASS BURIED TARMAC ARMCO 8mH TARMAC MH 38.50 P\R G

ARMCO R30.00 50

G 20 LP 1:1000 @ A1 1:2000 A3 BT EP CB UTL IC MH P\R ARMCO 45

P\R BT

P\W MH TARMAC 00 P\R G UTL PAVING GRASS BROKEN COVER MH G TB GRASS PAVIORS RS GRASS G UTL - SEIZED/ PAVING SO12 G BURIED MKR P\W ARMCO MH P\R R30.00 PAVIORS 40 G TARMAC PT RS P\W MH G SP A1 (M) SURVEYED REMOTELY CB GRASS G WHERE POSSIBLE. P\R BT SP UTL CB LP SO10 P\R UNABLE TO SURVEY FULLY MH MH (B6265) GRASS TARMAC P\R GRASS G MH WITHOUT TRAFFIC MANAGEMENT 150Ø MH G UTL 150Ø 39.0 ARMCO KERB OUTLET P\R UTL UTL - SEIZED/ G LP SEIZED BURIED LP TARMAC UTL - SEIZED 150Ø G MH KERB OUTLET LP IC GRASS

G UTL - SEIZED CB SP SP

MH BRIDGE EXPANSION CB SP 26 P\R SP SP G JOINT SO11 SP -00 SP SP SP SP P\W GRASS KERB OUTLET LP TARMAC P\R TARMAC G SPSP TREES/BUSHES KERB OUTLET SIGN P\R MH SP AVERAGE HEIGHT P\W P\R MH G 6mH G UTL SP F/B GRASS KERB OUTLET SEIZED BRIDGE PAVIORS SP GRASS EXPANSION PAVIORS G PAVIORSSP JOINT G TB SP A1 (M) SURVEYED REMOTELY KERB OUTLET WHERE POSSIBLE. MKR RS SP 00 150Ø UNABLE TO SURVEY FULLY TARMAC F/B F/B G WITHOUT TRAFFIC MANAGEMENT SIGN 150Ø P\R MH G F/B MH TREES/BUSHES GRASS SIGN

P\R UTL SP BURIED LP SP SP G SP G GRASS SP F/B PAVIORSG SP SP TARMAC SP MH SPSP GRASS SP SP 80m SP UTL SIGN LP 225Ø SEIZED 150Ø 225Ø ARMCO TARMAC MH RS 37.50 MH N TREES/BUSHES P\R G AVERAGE HEIGHT MKR UTL 6mH TARMAC G PAVIORS BOL This drawing has been prepared for the use of AECOM's client and may not be used, reproduced or relied upon by third parties, except as agreed by AECOM and its client, as required by law or for use by governmental reviewing agencies. AECOM accepts no responsibility, and denies any liability whatsoever, to any party that modifies this drawing without AECOM's express written consent. Do not scale this document. All measurements must be obtained from stated dimensions. MOTORWAY aecom.com F:+44 (0) 113 391 6899 SERVICE AREA (MSA) NOTES 7. 6. 5. 4. 3. 2. 1. Leeds, West Yorkshire, LS11 9AR 5th Floor, 2 City Walk T:+44 (0) 113 391 6800 VALE OF YORK AECOM 60534927-SKE-C-3000 SHEET NUMBER 3D MODEL ACCESS WORKS (720/ 720m) PROPOSED MSA MOTORWAY SHEET TITLE 60534927 PROJECT NUMBER ISSUE/REVISION CONSULTANT CLIENT PROJECT I/R G C D A B E F - IS PUT TO HAND. BRIDGES, TRAFFIC SIGNS MANUAL AND LOCAL HIGHWAY WORKS - THE MANUAL OF DRAWING BASE RECEIVED FROM OTHERS. REFERRED TO THE DESIGNER BEFORE WORK DISCREPANCIES IN DIMENSION ARE TO BE DO NOT SCALE FROM ANY DRAWING. WORK REGULATIONS. REQUIREMENTS UNDER THE HEALTH AND DRAWINGS OR COMMENCING ON SITE. PRIOR TO PREPARING ANY WORKING METRES AND RELATE TO ORDNANCE DATUM. COUNCIL GUIDELINES. CONTRACT DOCUMENTS FOR HIGHWAY CONSTRUCTION DESIGN AND MANAGEMENT COMPLIANCE WITH THE REQUIREMENTS OF CARRIED OUT IN SUCH A WAY THAT ALL CHECKED ON SITE BY THE CONTRACTOR SAFETY AT WORK ACT ARE SATISFIED. STATED OTHERWISE. ALL LEVELS ARE IN SUCH INFORMATION. TO FIGURED DIMENSIONS ONLY. ANY THE STATUTORY AUTHORITIES AND THEMSELVES AS TO THE ACCURACY OF WORKS, DESIGN MANUAL FOR ROADS AND ALL WORK IS TO BE CARRIED OUT IN ALL WORKS BY THE CONTRACTOR MUST BE ALL DIMENSIONS AND LEVELS ARE TO BE ALL DIMENSIONS ARE IN METRES UNLESS ACCORDANCE WITH THE SPECIFICATION FOR ALL WORKS TO BE EXECUTED IN ACCURACY. CONTRACTOR TO SATISFY AECOM CANNOT GUARANTEE THEIR 2018-04-13 2018-05-14 2018-05-15 2018-05-21 2019-01-11 2019-06-12 2019-07-31 2019-08-19 DATE DESCRIPTION FIRST ISSUE LAGOON REVISED AIL LOCATION REVISED A168 NOTE REMOVED AL NOTES REMOVED Revised Pond Access Footway Added Field access note amended 115.03

2.50 1.00 3.65 N PROJECT ISO A1 594mm x 841mm VALE OF YORK MOTORWAY SERVICE AREA (MSA)

200

CLIENT

170.03 EXISTING ADS SIGN TO BE RELOCATED OUT-WITH LINE OF VISIBILITY. APPROX. 3.45m FROM (85th PERCENTILE SPEED = 47mph) 215m VISIBILITY RIGHT EXISTING CARRIAGWAY LINE

150

ACCESS TO TIE INTO SITE MASTERPLAN LAYOUT CONSULTANT

2.40 REAR ACCESS AECOM 205.00 5th Floor, 2 City Walk Leeds, West Yorkshire, LS11 9AR T:+44 (0) 113 391 6800 PATH / CYCLEWAY VISITIBILITY SPLAYS TAKEN FROM EXISTING ADS SIGN TO BE 100 F:+44 (0) 113 391 6899 Project Management Initials: Designer: NS Checked: JP Approved: JP LEADING TO RELOCATED OUT-WITH LINE OF 2.4m OF EDGE OF CARRIAGEWAY IN LEEMING LANE www.aecom.com LINE WITH DMRB STANDARDS VISIBILITY. OFFSET APPROX. 1.85m FROM EXISTING CARRIAGWAY LINE NOTES AND 39m SOUTH OF EXISTING POSITION 1. ALL WORKS TO BE EXECUTED IN PROPOSED FIELD ACCESS ACCESS FIELD PROPOSED ACCORDANCE WITH THE SPECIFICATION FOR HIGHWAY WORKS - THE MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY (AS AGREED WITH HIGHWAY AUTHORITY) 160m VISIBILITY SPLAY WORKS, DESIGN MANUAL FOR ROADS AND 39m FROM EXISTING BRIDGES, TRAFFIC SIGNS MANUAL AND LOCAL COUNCIL GUIDELINES. ADS LOCATION R30.00 50 2. ALL DIMENSIONS ARE IN METRES UNLESS 45 STATED OTHERWISE. ALL LEVELS ARE IN

00 00 METRES AND RELATE TO ORDNANCE DATUM.

R30.00 3. DO NOT SCALE FROM ANY DRAWING. WORK TO FIGURED DIMENSIONS ONLY. ANY DISCREPANCIES IN DIMENSION ARE TO BE

REFERRED TO THE DESIGNER BEFORE WORK -00 26 IS PUT TO HAND.

4. ALL DIMENSIONS AND LEVELS ARE TO BE 00 CHECKED ON SITE BY THE CONTRACTOR PRIOR TO PREPARING ANY WORKING DRAWINGS OR COMMENCING ON SITE.

5. ALL WORKS BY THE CONTRACTOR MUST BE CARRIED OUT IN SUCH A WAY THAT ALL REQUIREMENTS UNDER THE HEALTH AND 1.5m SHARED PEDESTRIAN / SAFETY AT WORK ACT ARE SATISFIED. CYCLEWAY IN LINE WITH EXISTING PATHS IN VICINITY OF SITE 6. ALL WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH THE REQUIREMENTS OF THE STATUTORY AUTHORITIES AND CONSTRUCTION DESIGN AND MANAGEMENT REGULATIONS.

7. DRAWING BASE RECEIVED FROM OTHERS. AECOM CANNOT GUARANTEE THEIR ACCURACY. CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF SUCH INFORMATION.

8. SERVICE INFORMATION IS INTERPOLATED FROM INFORMATION RECEIVED FROM THE UTILITY PROVIDERS, AND AS SUCH NO GUARANTEE OF THEIR ACCURACY CAN BE GIVEN. CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF SUCH N INFORMATION. 7.30m ROAD ISSUE/REVISION WIDTH E 2018-04-23 AECOM REVISION D 2018-04-18 AECOM REVISION PROPOSED PATH TO TIE INTO EXISTING PATH AROUND A168 / C 2018-04-10 AECOM REVISION 1.5m PATH / CYCLEWAY WIDTH B6265 ROUNDABOUT B 2017-11-23 AECOM REVISION A 2017-07-27 AECOM REVISION - 2017-07-06 FIRST ISSUE I/R DATE DESCRIPTION

ISSUE/REVISION R10.00

PROJECT NUMBER 60534927

G 2018-05-16 ADS LOCATION REVISED SHEET TITLE F 2018-05-14 AECOM REVISION I/R DATE DESCRIPTION MSA REAR ACCESS JUNCTION OFF B6265 Scale Scale 2 4 8 16m 10 20 40 80m 0 0 INDICATIVE REAR ACCESS WITH VISIBILITY SPLAYS FROM SHEET NUMBER 1:200 @ A1 1:400 @ A3 1:1000 @ A1 1:2000 @ A3 Original Size (A1) INDICATIVE REAR ACCESS 2.4M OF EDGE OF CARRIAGEWAY Original Size (A1) 60534927-SKE-C-0300 Last saved by: SWANSONAJ(2018-05-17) Last Plotted: 2018-05-17 This drawing has been prepared for the use of AECOM's client and may not be used, reproduced or relied upon by third parties, except as agreed AECOM its client, required law governmental reviewing agencies. accepts no responsibility, denies any liability whatsoever, to party that modifies this without express written consent. Do scale document. All measurements must obtained from stated dimensions. Filename: P:\UKLDS2-TP\PROJECTS\99999SPECULATIVE\DEVELOPMENT\KIRBY HILL MSA\CAD\03 SKETCHES\60534927-SKE-C-0300.DWG Filename: Printed on ___% Post-Consumer Recycled Content Paper

Meeting Notes

Project: Vale of York/ Kirby Hill Subject: Design update/ progress Venue: NYCC County Hall Prepared by: RC Mtg Date: 25th April 2018 In Attendance: Pam Johnson(PJ) – NYCC Roland Craig (RC) – AECOM Eugene Moore – Applegreen

Item Meeting Notes Action

1.1 RC provided the meeting with an update on the design of the realigned A168 from the previously tabled 360 radii. RC presented a pack of five pdfs which included the following: 1) 510 radii alignment of A168 2) 720 radii alignment of A168 3) Cross section of 720 radii alignment for A168 4) Examples of grass reinforced structure 5) Rear access visibility splay to B6265 1.2 RC explained that following a review there was no option to redesign the HE alignment of the dumb bell roundabout or shorten the diverge and merge lanes with the A1.

RC explained that the 510 and subsequent 720 radii alignment had b een the result of reducing the ‘buffer’ between the eastern dumb bell roundabout and the A168 from 20M to 10M. This allowed a 510 and a compliant 720 radii to be provided.

RC then tabled an A1 dwg of the 720 radii realignment.

RC explained that there was no room for a transition between the two radii (720 and 720) due to the tie in with the existing A168 to the north and tie in to the existing roundabout to the south (A168/ B6265).

RC explained that access to the ‘lozenge’ shaped piece of land to the east of the A1 and AECOM west of the realigned A168 now had access from the A168/ B6265 roundabout and that

the ‘pond’ would be relocated into this area.

PJ asked whether access to the existing lane would be maintained to the east of the realigned A168 and EM confirmed that this would. RC explained that as a result of the reduction in buffer from 20M to 10M a structure would need to be designed between the proposed realigned A168 and the d iverge lane and eastern dumb bell roundabout. PJ accepted that this could b e designed to provide a ‘green’ structure and welcomed the examples tabled.

EM asked whether NYCC would want the ‘lozenge’ shaped piece of land as highways, PJ AXIS confirmed that following discussions with colleagues they would not want this land as highways. PJ suggested Applegreen consider that as this land is excluded from the red line boundary but included as part of the blue line of the planning application. RC suggested he would confirm this arrangement with Axis and revert with whether this was acceptable.

EM then asked PJ about the procurement process and whether there were any AECOM certainties that the design work could be prioritised. PJ said that NYCC consultants WSP would review the design initially and then following Stage One RSA provide a programme for delivery.

RC tabled draft RSA for A168 and B6265 briefs for review. PJ asked that CVs are included in the brief. RC to reissue. AECOM

Meeting Notes

EM then asked whether Applegreen could be included in the procurement of the construction of the A168 realignment. EM suggested that there may be p rocurement issues which could delay the MSA start on site and completion of the A168 which wo uld NYCC/ have a significant impact on the programme for the MSA opening. EM also stated that the Applegreen contractor appointed with the delivery of the MSA could be the contractor for the A168 and EM would be happy to review the approved contractor list and use that for his own procurement of works. PJ agreed that she would seek internal guidance on this issue but welcomed Applegreens suggested input and assistance.

1.3 The rear access was then discussed and RC explained that following a speed survey of both the A168 and B6265 85th %ile speeds were recorded for b oth ro ads. The B6265 speed in both directions was below the design speed of the ro ad and as such a 160M visibility splay could be provided. However, the existing ADS sign on the eastbound carriageway approach to the B6265/ A168 roundabout was still a concern as it could, in the RSA, impinge on visibility. PJ agreed and asked AECOM to consider relo cating the AECOM ADS in order to provide a compliant 160M visibility splay.

1.4 The rear access off the B6265 was discussed and EM asked for clarification on whether NYCC required a gate at the junction of the rear access and the B6265. PJ confirmed that NYCC would not want a gate at this location. RC then asked about the internal gate and whether this should be removed as per previous discussion. PJ considered that the g ate should be maintained to prevent ‘rat running’ through the site to the B6265. As this was a drop off area PJ confirmed that the access to this area should not be impeded, as it may result in vehicles queuing on the B6265. PJ concluded that signing at the entrance clearly AECOM stating this was for ‘Authorised Personnel Only/ Applegreen Staff’ would suffice as long as Applegreen were committed to reviewing compliance of this sign at a later d ate and potentially installing some more restrictive measures. EM suggested that the egress from this area could be controlled with a gate and exit provided with the use of a staff fob or pin number. PJ asked that this be considered in more detail and presented within the Travel Plan.

1.5 RC then discussed the Travel Plan (TP) and the number of car parking spaces proposed for the site. EM explained that the site would operate two day shifts with 85 staff in each shift, however, it would take up to three years for this staff level to be met. RC explained that the targets set within the TP would not be set on Census data information but on staff location following the interview process. The TP would explain that the targets wo uld b e set so that at full occupancy (85 staff per day shift) single car trips would be contained AECOM within the proposed designated staff spaces on site and that o ther measures such as shuttle bus/ drop off/staggered shift change/ walking and cycling would increase. RC and EM suggested that in the first two years the MSA would operate with a lower level of staff in the ramp up phasef and that only a proportion of these staff members wo uld have access or rely upon a car as their primary source of travel to wo rk. PJ welcomed this explanation and asked that the TP reflect this.

1.6 RC then tabled the CTMP plan and draft document. RC explained that the draft had considered the comments raised by PJ and NYCC on phasing of the works and that some detail regarding number of trips and routing had now been included. PJ commented that diversion of A168 needed to be prioritised and that access via the B6265 is only considered as a short term measure. PJ asked that a capacity assessment of the A168/ B6265 ro undabout and the B6265 AECOM priority junction for construction traffic be provided within the TA at year of o pening and then 2 years hence. RC asked if this analysis could be included within the CTMP and not the TA. PJ agreed that this was acceptable.

PJ also asked that the CTMP include traffic survey data indicating the current level of Scoping Note

HGV content in existing traffic and then predict the increase in traffic volume and HGV AECOM content during construction. RC agreed to include this data.

PJ suggested that within the CTMP should include CCTV coverage of the the access to the B6265 to ensure compliance of traf fic management measures to prevent HGV’s AECOM turning right out of the site. EM agreed that this could be included, RC to update CTMP.

Design Manual for Roads and Bridges

Road Layout Design CD 109 Highway link design

(formerly TD 9/93, TD 70/08)

Revision 1

Summary This document provides requirements and advice for all aspects of highway link design to be used for both new and improved all-purpose and motorway trunk roads including connector roads.

Application by Overseeing Organisations Any specific requirements for Overseeing Organisations alternative or supplementary to those given in this document are given in National Application Annexes to this document.

Feedback and Enquiries Users of this document are encouraged to raise any enquiries and/or provide feedback on the content and usage of this document to the dedicated Highways England team. The email address for all enquiries and feedback is: [email protected]

This is a controlled document.

Design Manual for Roads and Bridges

Road Layout Design CD 116 Geometric design of roundabouts

(formerly TD 16/07, TD 50/04, TD 51/17, TD 54/07, TA 23/81, TA 78/97, TA 86/03, TD 70/08)

Revision 2

Summary This document provides requirements for the geometric design of roundabouts.

This is a controlled document.

Written Statement FINAL

Prepared for: Applegreen AECOM 27