Nether Langwith Quarry, Nottinghamshire. Transport

Nether Langwith Quarry, Nottinghamshire. 91534

Transport Assessment

D/I/D/112228/02

Job No: 112288 January 2016

Data Protection

Data Protection Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

CONTENTS

TRANSPORT ASSESSMENT

1.0 INTRODUCTION & BACKGROUND

2.0 EXISTING QUARRY & SURROUNDING AREA

3.0 PRESENT & FUTURE QUARRYING OPERATIONS

4.0 IMPACT ASSESSMENT

5.0 SUMMARY & CONCLUSION

APPENDICES

APPENDIX A HGV ROUTEING

APPENDIX B TRAFFIC SURVEY DATA

APPENDIX C JUNCTION CAPACITY ANALYSIS

APPENDIX D TRAFFIC ACCIDENT DATA

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

1.0 INTRODUCTION & BACKGROUND

1.1 Fairhurst has been appointed by Tarmac to prepare this Transport Assessment in relation to a planning application to extend the permitted time for quarrying operations at Nether Langwith Quarry, Nottinghamshire to 2035.

1.2 The quarrying operations were originally approved in March 2000 for the extraction of limestone and erection of associated processing plant, access roads and a new priority access on Wood Lane (planning permission reference No. 1/64/96/2).

1.3 As defined by Condition 21 of the permission, mineral extraction formally commenced on 29th October 2001. Condition 85 of the permission states that “All mineral extraction shall cease by no later than 16 years from the date of commencement of the development, as notified to the MPA under Condition 21, unless otherwise agreed in writing with the MPA”. All mineral extraction is therefore due to cease no later than 28th October 2017.

1.4 Historically, the Quarry has extracted up to around 200,000 tonnes of limestone per annum, although the Quarry has been very lightly worked in recent years due to reduced demand during the economic recession and the availability of limestone from other larger quarries in the area. Consequently the Quarry still has significant mineral reserves that Tarmac intends to extract over the next 20 years to meet the needs of the construction market.

1.5 The extension of time application would extend the expiry date of the original permission, to allow for extraction until the end of 2035, with a further two year period for restoration up to the end of 2037. The predicted future level of extraction is expected to be around 200,000 tonnes per annum, which is similar to previous extraction rates.

1.6 Additionally, Tarmac is seeking to vary Condition 77 of the original permission to allow the retention of the Quarry access road on the completion of mineral extraction.

1.7 The timing of haulage vehicle movements to/from the Quarry is controlled by Condition 39 of the permission, with all haulage operations required to take place in the period 07:00- 17:00 Monday to Friday and 07:00 to 13:30 on Saturdays

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

1.8 The number of haulage vehicle movements from the Quarry are controlled by Condition 43 of the permission, which restricts the number of heavy goods vehicles (hgvs) entering the site to 75 each day on Mondays to Fridays, 40 each day on Saturdays, and an average of 50 per working day over any three month period.

1.9 Routeing of hgvs is then set out in the Section 106 planning agreement, which requires all hgvs to travel to/from the north on Wood Lane, then to/from the east via the A632, except for local deliveries.

1.10 No changes are proposed to the permitted timing of haulage operations, the permitted number of hgv movements or the agreed routeing.

1.11 The Transport Assessment Scoping Report (Doc Ref: D/I/D/112228/01) was issued to both Nottingham and Derbyshire County Councils and the scope of assessment was agreed with Nottinghamshire County Council (NCC). The overall scope of the Transport Assessment includes: • A description of the existing highway network and existing traffic levels in the vicinity of the Quarry; • Capacity assessment of the A60/A632 uncontrolled crossroads to ensure that this junction, which would be on a main haulage route from the Quarry, will remain adequate to serve the development into the future; • A review of the most recent five year accident data for the local highway network; • A detailed description of the proposed operations, including proposed access arrangements and parking for cars and hgvs; • Traffic generation assessment, including a routeing assessment based on lorry routeing restrictions implemented through the original planning application; • Assessment of impact on other road users, including ‘congestion and driver delay’, ‘accidents and safety’ and ‘pedestrian amenity’; and • Consideration of mitigation measures, if necessary.

1.12 Highways England also commented on the proposals at scoping stage and requested that this assessment considers the implications on the M1 Junctions 29 and 29a.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.0 EXISTING QUARRY & SURROUNDING AREA

The Quarry 2.1 Nether Langwith Quarry extends to a total area of approximately 26 hectares (ha) and is located approximately 1.4km southeast of the village of Nether Langwith, 2.5km northeast of Shirebrook, 2km north of Church Warsop, as shown in Figure 2.1. The Quarry lies around 500m south of the A632 Ollerton to Bolsover road.

Figure 2.1 Site Context

Nether Langwith A632

Wood Lane

Quarry

Cuckney Hay Wood

Church Warsop

Warsop Vale

2.2 The Quarry is bounded to the east by established woodland, known as Cuckney Hay Wood, and to the south by a disused mineral railway embankment. To the west is flat lying agricultural land, whilst to the north is Boon Hills Farm and beyond that the A632. The proposed application does not extend the Quarry boundary which is shown on Figure 2.2 below.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Figure 2.2 Application boundary plan

N A632

Wood Lane

Site Access

Site

Source: Tarmac Drawing No: N322/00001

2.3 The Quarry has a single point of vehicular access, via an access road created through Cuckney Hays Wood, which joins Wood Lane at a priority junction. The junction incorporates a central channelising island within the mouth that is designed to prevent vehicles turning right out of the Quarry towards Church Warsop. Large radii and a taper are provided to accommodate hgvs making a left turn out of the Quarry onto Wood Lane.

2.4 The internal haulage road and junction onto the Wood Lane were built as part of the requirements of the Section 106 Agreement on the original permission.

The surrounding highway network and haulage routes 2.5 Nether Langwith Quarry is well located for the export of aggregates, being within easy reach of a number of ‘A’ class roads in the area, as shown in Figure 2.3.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Figure 2.3 Surrounding highway network

M1 J29a

Site

M1 J29

2.6 All Quarry traffic would access the Quarry from the A632 via Wood Lane, a good standard minor rural road that extends south from the A632 to Church Warsop, where it becomes a residential distributor road subject to a 30mph speed limit. In the vicinity of the Quarry, Wood Lane is unlit and has a de-restricted (60mph) speed limit.

2.7 Wood Lane meets the A632 at a priority T-junction around 500m north of the Quarry access. The junction is of a good standard, appropriate for regular use by hgvs, with a ghost island on the A632 for vehicles waiting to turn right into Wood Lane and a flared approach with large kerb radii on Wood Lane.

2.8 The A632 runs generally east-west between the A60/ A616, 2km to the east, and the M1 motorway Junction 29a, 11km to the west. The A632 serves a number of towns and villages on route, including Cuckney around 2km east of the Wood Lane junction, Nether Langwith around 2km west and Bolsover, which is a further 5km west.

2.9 The M1 Junction 29 is located around 5km south of Junction 29a and 10km west of Mansfield on the A617/ A6175.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.10 In the vicinity of the Quarry the A632 is a typical rural ‘A’ class road, being generally unlit with a de-restricted speed limit outside of urban areas. A632 forms the main route through a number of local towns and villages, where it is a more typical urban road subject to a 30mph speed limit.

2.11 There is a narrow footway route along Wood Lane and the A632 between the Quarry access and the village of Nether Langwith.

2.12 The Section 106 Agreement that was signed when planning permission was granted in March 2000 included a covenant for lorry routeing. This prevents hgvs turning south on Wood Lane and west on the A632, other than those delivering local stone to Nether Langwith, as shown in Figure 2.4 and on the extract of the Section 106 Agreement in Appendix A. Therefore all vehicles travelling to/from the Quarry travel east on the A632 and link with: • the A60 north-south route between Worksop and Mansfield; and • the A616 towards New Ollerton, which links to the A614 north-south route, the A1 and areas east and southeast, including Lincoln, Newark and Grantham.

2.13 Through scoping discussions, NCC has indicated that the A632/ A60 priority crossroads junction, which would be used for all trips to/from the east, is a potential point of congestion/delay on the local highway network due to the crossroads arrangement. As such, NCC requested that the performance of the junction is reviewed under the predicted traffic levels for the life of the Quarry. A capacity assessment of this junction is therefore included within this baseline assessment for a 2035 ‘horizon’ year, which represents the proposed end of quarrying activity.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Figure 2.4 Routeing of Quarry traffic

Vehicle routeing

No Access

No Access Site

Existing traffic flows 2.14 Information on traffic flows on the surrounding highway network has been sourced from: • Department for Transport (DfT) traffic survey data; and • A peak time junction turning count at the A60/A632 priority crossroads.

2.15 The survey data locations are shown in Figure 2.5. The DfT data provides annual average daily classified traffic flows (AADT) indicating the number of hgvs currently using the network. The junction turning count, which was undertaken for capacity assessment purposes, was carried out on 3rd December 2015 and recorded the peak time turning traffic at the A60/A632 priority crossroads.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Figure 2.5 Traffic survey locations

Junction Turning Count

Quarry

DfT Traffic Count

2.16 As Nether Langwith Quarry has been effectively dormant for a number of years then the surveyed flows are unlikely to include any traffic associated with quarrying activity.

2.17 The DfT provides useful baseline data for the A632 to the east and west of the Quarry and for the A60 to the east, which can be summarised (for 2014) as follows: • A632, east of Wood Lane - AADT 3,230 vehicles (3.3% hgvs); and • A60, south of A632 – AADT 5,898 vehicles (4.5% hgvs).

2.18 The traffic surveys demonstrate that the daily traffic flows are modest and would be expected to be well within the capacity of the ‘A’ class highway network, subject to the requested capacity check at the A60/ A632 priority crossroads.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.19 Observed peak hour traffic flows at the A60/ A632 priority crossroads are shown in Appendix B.

Capacity check at the A60/A632 priority crossroads junction 2.20 A capacity assessment has been undertaken on the A60/A632 priority crossroads to determine if there are capacity issues that could be exacerbated by the traffic associated with the Quarry.

2.21 The junction capacity assessment was undertaken using JUNCTIONS 8, the industry standard software for analysing priority junctions. The geometries of the junction were measured from mapping data and aerial imagery. The existing traffic conditions in the area were established from the traffic survey at the junction

2.22 The assessment years for this junction capacity analysis were taken to be; • 2015 – The current traffic flows at the junction; and • 2035 – The proposed final year of extraction at the Quarry.

2.23 Traffic growth predictions from 2015 to the proposed 2035 assessment years are taken from the Trip End Model Program (TEMPRO) dataset 6.2. TEMPRO forecasts population, employment, households by car ownership, trip ends and simple traffic growth factors based on data from the National Transport Model (NTM). The growth factor applied is as follows:

Table 2.1 TEMPro Growth Factor Year AM PM 2015-2035 1.1668 1.1668

2.24 Performance of a junction is assessed in Junctions 8 PICADY via two primary indices: the Ratio of Flow to Capacity (RFC) and Mean Maximum Queue (MMQ) length.

2.25 The RFC value is a measure of junction saturation where a value of 0.85 or above shows the junction to be reaching its efficient capacity. A value above 1.00 shows the junction to be operating above theoretical capacity.

2.26 The MMQ is measured in PCU’s (Passenger Car Units, one PCU equates to one car, 2.5 PCUs equates to one bus) and is an average of the maximum queues likely to be encountered at a junction over the modelled time-period. The MMQ represents the

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

average distance of the furthest vehicle from the stop line on each arm. A MMQ of less than a single PCU indicates that there is unlikely to be any queue on that arm.

2.27 The analysis has been undertaken for four scenarios; • 2015 Observed AM Peak Hour; • 2015 Observed PM Peak Hour; • 2035 Future (Observed + Growth) AM Peak Hour; and • 2035 Future (Observed + Growth) PM Peak Hour.

2.28 Table 2.2 details the PICADY results. Full PICADY outputs can be found in Appendix C.

Table 2.2 PICADY Outputs

AM PM

Queue Queue (PCU) Delay (s) RFC Delay (s) RFC (PCU)

2015 Existing

Stream B-CD 0.13 8.93 0.12 0.26 10.50 0.21

Stream B-AD 0.10 9.41 0.09 0.20 10.42 0.17

Stream A-BCD 0.09 6.39 0.08 0.12 6.30 0.11

Stream D-ABC 1.35 21.81 0.58 0.56 13.59 0.36

Stream C-ABD 0.03 5.84 0.03 0.02 5.97 0.02

2035 (Existing x Growth Factor)

Stream B-CD 0.17 9.75 0.15 0.34 12.02 0.26

Stream B-AD 0.13 10.21 0.12 0.26 11.71 0.21

Stream A-BCD 0.11 6.60 0.10 0.15 6.50 0.13

Stream D-ABC 2.38 33.60 0.72 0.79 16.43 0.45

Stream C-ABD 0.04 5.98 0.04 0.03 6.15 0.03

Arm A – A60 North Arm B – A632 East Arm C – A60 South Arm D – A632 West (to/from Nether Langwith)

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.29 The assessment confirms that the junction is predicted to operate within efficient capacity in all scenarios. The maximum RFC is 0.72 in the 2035 morning peak hour. The RFC’s for all other manoeuvres, and for the evening peak hour, are significantly less. The potential impact of Quarry traffic at the junction will be considered in Section 3.

Traffic Accident Review 2.30 Traffic accident data (injury only) was obtained from Crashmap for the section of Wood Lane from the Quarry access up to and including the A632/Wood Lane priority T-junction and its approaches, as highlighted in Figure 2.6. From this point vehicles will travel along the A632 (east towards the A60), which would be reasonable to accommodate hgv traffic, although as requested by the County Council, data was also assessed for the A60/ A632 priority crossroads – see Figure 2.7. Accident data is included as Appendix D.

2.31 To reflect the recent years of inactivity at the Quarry the period for accident analysis was increased to 10 years for the Wood Lane analysis (1st January 2005 to 31st December 2014), with a more standard period of five years (1st January 2010 to 31st December 2014) considered reasonable for the A60/ A632 priority crossroads, which is a main junction on the local ‘A’ class highway network, where the effects of Nether Langwith Quarry traffic would not be expected to significantly affect historic accident trends.

Figure 2.6 10 year Accident History – Wood Lane

16/02/2008 N

16/07/2007 22/05/2011

Quarry Access

25/04/2010

Source: Crashmap.co.uk

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.32 Four reported traffic accidents occurred on the route to the A632 during the 10 year period, one accident resulted in serious injury and three caused slight injury.

2.33 The serious accident occurred in April 2010 to the south of the Quarry access – a section of Wood Lane that is not used by Quarry traffic. The accident was a single vehicle incident involving a motorcycle, which was travelling around a right hand bend on Wood Lane.

2.34 The three slight injuries were: • 16/07/2007 – A motorcycle (over 50cc and up to 125cc) collided with a car during an overtaking manoeuvre. • 16/02/2008 – The driver of a car lost control making a left turn manoeuvre in frosty/icy weather. • 22/05/2011 – A car collided with a light goods vehicle (lgv) on Wood Lane.

2.35 In summary, there have been few accidents on Wood Lane in the 10 year period, no accidents involving hgvs and there are no trends that would raise concern in the context of a continuation of quarrying operations.

2.36 Traffic accident data (injury only) for the A60/A632 junction is highlighted in Figure 2.7 below. The most recent five year period available in Crashmap was analysed.

Figure 2.7 5 Year Accident History – A632/ A60 Crossroads

11/04/2012 N 12/01/2010

22/12/2014 05/05/2011

06/07/2011

Source: Crashmap.co.uk

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

2.37 Five reported traffic accidents occurred on the A60/A632 priority crossroads during the five year period. All accidents caused slight injury.

2.38 The five slight injuries involved: • 12/01/2010 – Two cars collided in snowy weather as one was making a left turn manoeuvre. • 05/05/2011 – Two cars collided due to a failure to give way. • 06/07/2011 – A car and a lgv collided whilst travelling on the A60. • 11/04/2012 – A motorcycle collided with a car that had failed to give way. • 22/12/2014 – Two cars collided whilst travelling along the A60.

2.39 In summary, there has been one injury accident per year on average, which is within normal expectations, no accidents have occurred involving hgvs and there are no trends that would raise concern in the context of a continuation of quarrying operations at Nether Langwith.

Baseline Summary 2.40 In summary, Nether Langwith Quarry has good existing access arrangements to the A632 via Wood Lane. Quarry traffic would then travel east on the A632 before dispersing across the wider highway network when it connects to the A60.

2.41 A review of baseline traffic on the highway network demonstrates that existing traffic flows are modest, with no apparent capacity issues and no accident trends that would be of concern in the context of continuation of an existing approved quarrying operation.

2.42 Overall, the local highway network is appropriate for Quarry traffic.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

3.0 PRESENT & FUTURE QUARRYING OPERATIONS

Past/ present situation 3.1 Historically, Nether Langwith Quarry has extracted and exported up to around 200,000 tonnes of limestone per annum in line with the existing planning permission (Reference No. 1/64/96/2). However, the Quarry has been very lightly worked in recent years due to reduced demand during the economic recession and the availability of limestone from other larger quarries in the area. Consequently the Quarry still has significant mineral reserves.

3.2 As defined by Condition 21 of the planning permission, mineral extraction formally commenced on 29th October 2001. Condition 85 of the permission states that “All mineral extraction shall cease by no later than 16 years from the date of commencement of the development, as notified to the MPA under Condition 21, unless otherwise agreed in writing with the MPA”. All mineral extraction is therefore due to cease no later than 28th October 2017.

3.3 Condition 39 of the current planning permission restricts the hours of haulage operations to: • Mondays to Fridays: 07:00 – 17:00; • Saturdays: 07:00 – 13:30; and • Sundays and Public Holidays: None

3.4 Condition 43 of the current planning permission also restricts the number of hgv’s entering the site in connection the planning permission to: • 75 each day on Mondays to Fridays; • 40 each day on Saturdays; and • an average of 50 per working day over any three month period.

3.5 Routeing of haulage vehicles is set out in the Section 106 planning agreement, which requires all haulage vehicles to travel to/from the north on Wood Lane, then to/from the east via the A632, except for local deliveries.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Future situation 3.6 Tarmac intends to restart quarrying at Nether Langwith, producing aggregates to meet the requirements of the construction market. Based on the estimated reserves (circa 2.5m tonnes) it is estimated that the Quarry could provide material for a further 20 years.

3.7 An extension of time is therefore proposed to extend the expiry date of the original permission to allow for extraction until the end of 2035, with a further two year period for restoration up to the end of 2037.

3.8 Access arrangements for the Quarry would remain as existing, utilising the access from Wood Lane. Within the Quarry there is ample space to accommodate a compound, storage and parking area, including turning space for large vehicles, throughout the life of the Quarry.

3.9 No changes are proposed to the permitted timing of haulage operations, the number of hgv movements or the agreed routeing.

3.10 It is proposed to vary Condition 77 of planning permission 1/64//96/2 to allow the retention of the Quarry access road following the completion of the mineral extraction operations. This would be a sustainable use of an existing access road which would allow the use of the track for access to Cuckney Hay Wood and the ongoing woodland management.

3.11 The predicted future level of extraction is expected to be up to 200,000 tonnes per annum, which is similar to previous extraction rates.

3.12 Excavated soils and mineral waste would be retained on site for use in restoration of the Quarry on completion of quarrying.

3.13 The main traffic generation of the Quarry would be haulage vehicle movements during the extraction and export of aggregates. Based on a predicted level of extraction of 200,000 tonnes per annum, a typical export operation working 5.5 days per week, 10 hours per day and a typical hgv load of 28.5 tonnes per vehicle, then the haulage vehicle movements on the surrounding highway network would be: • Inbound 25 vehicles per day/ 3 vehicles per hour (unloaded) • Outbound 25 vehicles per day/ 3 vehicles per hour (loaded)

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

3.14 The predicted haulage movements are well within the limits imposed by the existing planning permission.

3.15 The routeing of haulage vehicles would continue to be via Wood Lane and the A632 to the A60 junction east of the Quarry. From the A60 junction, Quarry traffic could travel via numerous routes, depending on the location of the end user.

3.16 The Quarry is expected to employ around 10 operational staff who would generate a small number of traffic movements. However, these trips are unlikely to take place at peak times due to the shift patterns of the Quarry (site operations are from 07:00 to 19:00) and would have no significant impact on the local highway network.

3.17 Staff are encouraged by Tarmac to travel to site sustainably wherever possible, although opportunities are limited by the timing of shifts and the location of the Nether Langwith site away from built up areas.

3.18 Based on experience at other similarly located sites, the most effective measures to encourage sustainable travel at the Nether Langwith site would be: • To encourage car sharing and group travel. This is facilitated by the fixed shift times. • To advertise jobs locally. This minimises travel distances and potentially increases opportunities for shared travel from the local area. • To provide a range of facilities on site for staff, including mess facilities, to ensure that staff do not need to travel within the working day, e.g. for lunch. • To provide secure parking for cycles and motorcycles together with shower and changing facilities.

3.19 No significant traffic generation is anticipated from the Quarry during the restoration phase or post restoration, when the access could remain in place for leisure/ woodland management use.

3.20 In summary, the only potentially significant impact from the Quarry on the surrounding highway network would be due to haulage vehicle movements during the extraction operations, although traffic generation is expected to be very low at around six haulage vehicle movements per hour (2-way). The potential impacts of the generated traffic are considered in Section 4.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

4.0 IMPACT ASSESSMENT

General 4.1 The future quarrying operations would be at the same production rates as previously seen at the Quarry, which could continue under the current planning permission until late 2017. As a result there would be no changes in the impact of quarrying operations to that seen previously, and deemed to be acceptable at present. However, to be robust, this impact assessment has been undertaken on the basis that all trips will be new.

4.2 As noted in Section 3, traffic movements associated with staff would be very low and would occur outside of the busy periods on the local highway network. These trips are therefore considered to be insignificant in the context of this impact assessment.

4.3 For the purposes of this impact assessment it is assumed that all haulage vehicles would travel east on the A632 towards the junction with the A60, i.e. there would be no local deliveries within the Nether Langwith area.

Congestion & Driver Delay 4.4 Impact on congestion and delay is normally assessed at times of peak traffic flows on the highway network, typically the weekday morning and evening peak hours. Development proposals are typically considered in terms of the most recent published guidance (Department for Transport, ‘Guidance on Transport Assessments’), whereby a significance threshold of 30 new vehicle trips per hour is commonly applied to establish whether detailed junction capacity assessments are required.

4.5 During the network peak hours the Quarry would add six vehicle movements at the A632/ Wood Lane junction, where it is understood there are no current capacity issues. The traffic generation of the Quarry is therefore well below the normal threshold for detailed analysis and is considered insignificant in traffic capacity terms.

4.6 The A60/ A632 priority crossroads to the east of the Quarry was identified by NCC as a potential constraint and was therefore assessed to confirm that there would be some spare capacity throughout the extended life of the Quarry. The Quarry would typically add six vehicles per hour at this junction, which is well below the normal threshold for analysis and too low to make any noticeable change to the baseline capacity assessment, which is included in Section 2.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

4.7 It is not anticipated that the continuation of quarrying operations would add any significant traffic movements at the M1 Junctions 29a and 29, since: • All haulage vehicles would travel east on the A632, and none would therefore be expected at Junction 29a, which is at the western end of the A632. • The routeing of traffic to the east on the A632 results in a very indirect route to Junction 29. This may be followed by occasional vehicles accessing the Chesterfield area, although this would only be a small proportion of a six vehicle per hour overall traffic generation and would be insignificant in terms of the performance of the junction. • Staffing levels would be very low and any associated trips would occur outside peak times on the highway network and would be insignificant in terms of junction operations.

4.8 Overall, it is considered that the addition of Quarry traffic to the surrounding highway network would not have any significant impact in terms congestion or driver delay.

Accidents and Safety 4.9 The local highway network is predominantly ‘A’ class roads and is considered to be of appropriate standard to support hgv movements.

4.10 Traffic accident data (injury only) was reviewed for the section of Wood Lane from the Quarry access up to and including the A632/ Wood Lane priority T-junction, and for the A60/ A632 priority crossroads to the east. The accident data demonstrated that the number of accidents is within normal expectations and there are no trends that would cause concern in relation the proposed extension of time. None of the nine recorded accidents within the study areas involved a pedestrian, a cyclist or a hgv.

4.11 Hgv traffic accessing the Quarry will typically be 50 vehicles per day (25 in/ 25 out), or 6 vehicles per hour (3 in/ 3 out). Beyond Wood Lane these vehicle flows will travel east on the A632 towards the junction with the A60 i.e. three vehicle per hour in each direction. Traffic flows at this level are too low to have any significant impact in terms of road safety trends on the haulage routes, which are predominantly ‘A’ class roads.

4.12 Overall, it is considered that the addition of Quarry traffic would not have any significant impact in terms of accidents and safety.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Pedestrian Amenity 4.13 There is a narrow pedestrian route on Wood Lane and the A632 linking the Quarry access to Nether Langwith, although the route is understood to be very lightly used.

4.14 The A632 east of the junction with Wood Lane towards the A60 comprises a rural ‘A’ class road with no footway provision.

4.15 As noted above, haulage vehicle flows are expected to be around six vehicles per hour on Wood Lane and the A632, where pedestrian flows are anticipated to remain very low. Traffic flows in the order of a three vehicles in each direction every hour would not be regarded as significant in terms of pedestrian movements.

4.16 Overall, it is considered that the addition of Quarry traffic to the local highway network would not have any significant impact in terms of pedestrian amenity.

Mitigation 4.17 As impacts are not considered significant no mitigation measures are considered necessary beyond a review of the state of the existing Quarry access, which has not been operational for some time. This would include a review of road markings, signing and the visibility splays, which may require maintenance to cut down any vegetation that may have grown since the access was last used.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

5.0 SUMMARY & CONCLUSION

5.1 Tarmac intends to restart quarrying at Nether Langwith, producing limestone aggregates to meet the requirements of the construction market. Based on the estimated mineral reserves it is anticipated that the Quarry could provide material for a further 20 years. An extension of time is therefore proposed to extend the expiry date of the original permission from 2017 until the end of 2035, with a further two year period for restoration up to the end of 2037.

5.2 Additionally, Tarmac is seeking to vary Condition 77 of the original permission to allow the retention of the Quarry access road on the completion of mineral extraction. This would be a sustainable use of an existing access road which would allow the use of the track for access to Cuckney Hay Wood and the ongoing woodland management. The retention of the access would not be expected to generate significant traffic movements.

5.3 No changes are proposed to the permitted timing of haulage operations, the permitted number of hgv movements or the agreed routeing.

5.4 The predicted future level of extraction is expected to be up to 200,000 tonnes per annum, which is similar to previous extraction rates at the Quarry.

5.5 The main traffic generation of the Quarry would be haulage vehicle movements during the extraction and export of aggregates, although the number of trips would be low at around 50 vehicles per day/ 6 vehicles per hour (2-way) on average. No significant traffic generation is anticipated from the Quarry during the restoration phase or post restoration, when the access could remain in place for leisure/ woodland management use.

5.6 The routeing of haulage vehicles would be via Wood Lane and the A632 to the east of the Quarry to the A60 junction. From the A60 Quarry traffic could travel via numerous routes, depending on the location of the end user, although no significant traffic movements are anticipated at the M1 motorway junctions to the west of the Quarry.

5.7 A review of the baseline situation concluded that: • Nether Langwith Quarry has good existing access arrangements to the A632 via Wood Lane;

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

• Existing traffic flows on the surrounding highway network are modest, with no apparent traffic capacity issues; and • There are no accident trends that would be of concern in the context of continuation of an existing approved quarrying operation.

5.8 Overall, the local highway network is considered appropriate for Quarry traffic.

5.9 An assessment of the impact of the extension of time demonstrated that Quarry traffic would not have any significant impact in terms of ‘congestion & delay’, ‘accidents & safety’ or pedestrian amenity. Consequently no mitigation measures are considered necessary to facilitate the extension of time beyond a review of the state of the existing Quarry access.

5.10 Overall, the proposal to extend the operational life of Nether Langwith Quarry from 2017 to 2035, with subsequent restoration to 2037, is considered satisfactory in transportation terms.

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Appendix A

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Appendix B

AM Total PM Total 12 Hour Total

Client Fairhurst 137 1026 8 292 1783 4 429 2809 12

Location A60 at Langwill Road Cuckney 1 1 1

138 7 216 10 354 17

Date 03.12.2015 401 4 2 257 394 4 2 569 795 4 2 826

54 69 86 110 140 179 Site Number 1 3 3 3

50 1260 75 75 1594 98 125 2854 173

Comments

AM Peak Mid Peak PM Peak

43 265 4 0 0 0 58 313 1

1 1 1

46 1 0 0 47 2

146 4 2 69 0 4 2 0 80 4 2 124

13 14 0 0 9 17

3 3 3

11 326 17 0 0 0 13 274 13

Leg 1 Time End Cottage Lane A60 South Langwill Road All Vehicles P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ Leg 1 Leg 2 Leg 3 Leg 4 Junction Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Totals Totals Totals Totals Totals 07:00 A60 North 0 0 0 0 0 0 0 0 0 0 25 10 1 0 0 36 0 0 0 3 0 0 0 3 39 10 55 31 135 07:15 A60 North 0 0 0 0 0 0 0 0 0 0 40 8 0 1 1 50 0 0 6 0 1 0 0 7 57 9 71 36 173 07:30 A60 North 0 0 0 0 0 0 0 0 0 1 47 12 2 0 1 63 0 0 12 3 0 0 0 15 78 14 93 36 221 07:45 A60 North 0 0 1 1 0 0 0 2 0 0 66 13 0 2 0 81 0 0 7 1 1 0 0 9 92 25 92 55 264 Total 7 to 8 0 0 1 1 0 0 0 2 0 117843 3 3 22300 0 25 7 2 0 0 34 266 58 311 158 793 08:00 A60 North 0 0 0 0 0 0 0 0 0 0 61 13 0 0 0 74 0 0 12 0 0 0 0 12 86 14 102 43 245 08:15 A60 North 0 0 1 0 0 0 0 1 0 0 42 13 0 0 1 56 0 0 11 2 0 0 1 14 71 24 81 47 223 08:30 A60 North 0 0 1 0 0 0 0 1 0 0 44 10 0 0 0 54 0 0 7 1 0 0 0 8 63 21 79 60 223 08:45 A60 North 0 0 0 0 0 0 0 0 0 0 59 9 3 0 0 71 0 0 7 2 0 0 0 9 80 21 77 38 216 Total 8 to 9 0 0 2 0 0 0 0 2 0 020645 3 0 12550 0 37 5 0 0 1 43 300 80 339 188 907 09:00 A60 North 0 0 1 0 0 0 0 1 0 0 43 5 4 0 0 52 0 0 3 0 1 0 0 4 57 18 59 32 166 09:15 A60 North 0 0 1 1 0 0 0 2 0 0 38 7 1 1 1 48 0 0 1 2 1 0 0 4 54 17 66 21 158 09:30 A60 North 0 0 0 0 0 0 0 0 0 0 40 4 2 1 0 47 0 0 2 1 0 0 0 3 50 17 63 23 153 09:45 A60 North 0 0 0 0 0 0 0 0 0 0 38 7 2 1 1 49 0 0 4 0 0 0 0 4 53 14 58 30 155 Total 9 to 10 0 0 2 1 0 0 0 3 0 015923 9 3 21960 0 10 3 2 0 0 15 214 66 246 106 632 10:00 A60 North 0 0 0 0 0 0 0 0 0 0 34 7 0 1 0 42 0 0 1 4 1 0 0 6 48 13 68 12 141 10:15 A60 North 0 0 0 0 0 0 0 0 0 0 29 10 4 1 1 45 0 0 6 0 1 0 0 7 52 11 50 17 130 10:30 A60 North 0 0 1 0 0 0 0 1 0 0 37 5 1 0 0 43 0 0 1 1 0 0 0 2 46 16 48 16 126 10:45 A60 North 0 0 0 0 0 0 0 0 0 0 30 2 1 0 1 34 0 0 2 1 2 0 0 5 39 18 62 20 139 Total 10 to 11 0 0 1 0 0 0 0 1 0 013024 6 2 21640 0 10 6 4 0 0 20 185 58 228 65 536 11:00 A60 North 0 0 0 0 0 0 0 0 0 0 36 7 2 1 0 46 0 0 7 2 1 1 0 11 57 14 67 17 155 11:15 A60 North 0 0 0 0 0 0 0 0 0 0 29 4 2 1 1 37 0 0 4 0 0 0 0 4 41 21 70 22 154 11:30 A60 North 0 0 0 0 0 0 0 0 0 0 36 8 5 0 0 49 0 0 4 0 0 0 0 4 53 18 67 11 149 11:45 A60 North 0 0 0 0 0 0 0 0 0 0 40 7 2 0 0 49 0 0 5 0 0 1 0 6 55 18 57 26 156 Total 11 to 12 0 0 0 0 0 0 0 0 0 01412611 2 11810 0 20 2 1 2 0 25 206 71 261 76 614 12:00 A60 North 0 0 0 0 0 0 0 0 0 0 38 5 3 0 0 46 0 0 6 1 0 0 0 7 53 15 53 18 139 12:15 A60 North 0 0 0 0 0 0 0 0 0 0 50 13 1 1 0 65 0 0 7 0 0 0 0 7 72 23 55 20 170 12:30 A60 North 0 0 0 0 0 0 0 0 0 0 45 7 1 0 1 54 0 0 4 0 0 1 0 5 59 23 62 23 167 12:45 A60 North 0 0 0 0 0 0 0 0 0 0 39 11 0 0 0 50 0 0 5 0 0 0 0 5 55 14 71 21 161 Total 12 to 13 0 0 0 0 0 0 0 0 0 017236 5 1 12150 0 22 1 0 1 0 24 239 75 241 82 637 13:00 A60 North 0 0 1 0 0 0 0 1 0 0 66 1 1 0 0 68 0 0 6 1 0 0 0 7 76 16 51 15 158 13:15 A60 North 0 0 0 0 0 0 0 0 0 0 42 4 3 2 2 53 0 0 4 3 1 0 0 8 61 14 55 21 151 13:30 A60 North 0 0 0 0 0 0 0 0 0 1 44 3 3 0 0 51 0 0 15 2 0 0 0 17 68 16 70 21 175 13:45 A60 North 0 0 0 0 0 0 0 0 0 0 44 7 1 0 0 52 0 0 13 1 0 0 0 14 66 15 51 29 161 Total 13 to 14 0 0 1 0 0 0 0 1 0 119615 8 2 22240 0 38 7 1 0 0 46 271 61 227 86 645 14:00 A60 North 0 0 0 0 0 0 0 0 0 0 32 8 1 1 0 42 0 0 9 3 0 0 0 12 54 16 62 22 154 14:15 A60 North 0 0 0 0 0 0 0 0 0 0 56 8 1 0 0 65 0 0 10 0 1 0 0 11 76 26 60 23 185 14:30 A60 North 0 0 0 0 0 0 0 0 0 0 45 7 2 1 2 57 0 0 10 0 2 0 0 12 69 18 60 21 168 14:45 A60 North 0 0 0 0 0 0 0 0 0 0 47 6 1 1 0 55 0 0 10 1 0 0 0 11 66 30 52 21 169 Total 14 to 15 0 0 0 0 0 0 0 0 0 018029 5 3 22190 0 39 4 3 0 0 46 265 90 234 87 676 15:00 A60 North 0 0 1 0 0 0 0 1 0 0 55 8 0 3 0 66 0 0 7 0 1 0 0 8 75 23 57 23 178 15:15 A60 North 0 0 0 0 0 0 0 0 1 0 51 9 1 5 0 67 0 0 7 6 0 0 0 13 80 17 87 23 207 15:30 A60 North 0 0 0 0 0 0 0 0 0 1 76 9 0 1 0 87 0 0 14 0 0 0 0 14 101 20 47 33 201 15:45 A60 North 0 0 1 0 0 0 0 1 0 1 62 7 1 2 0 73 0 0 7 0 0 0 0 7 81 34 59 22 196 Total 15 to 16 0 0 2 0 0 0 0 2 1 224433 2 11 02930 0 35 6 1 0 0 42 337 94 250 101 782 16:00 A60 North 0 0 0 0 0 0 0 0 0 0 68 9 0 2 0 79 0 0 5 0 0 0 0 5 84 35 81 31 231 16:15 A60 North 0 0 0 0 0 0 0 0 0 0 78 11 0 1 0 90 0 0 8 0 0 0 0 8 98 26 93 28 245 16:30 A60 North 0 0 0 0 0 0 0 0 0 0 61 8 1 1 0 71 0 0 17 2 0 0 0 19 90 33 60 35 218 16:45 A60 North 0 0 0 0 0 0 0 0 0 0 63 5 0 6 0 74 0 0 14 2 0 0 0 16 90 42 70 22 224 Total 16 to 17 0 0 0 0 0 0 0 0 0 027033 1 10 03140 0 44 4 0 0 0 48 362 136 304 116 918 17:00 A60 North 0 0 0 0 0 0 0 0 0 0 66 5 0 0 1 72 0 0 14 0 0 0 0 14 86 44 78 31 239 17:15 A60 North 0 0 1 0 0 0 0 1 0 0 97 5 0 0 0 102 0 0 22 4 0 0 0 26 129 40 96 36 301 17:30 A60 North 0 0 0 0 0 0 0 0 0 0 56 7 0 0 0 63 0 0 10 0 0 0 0 10 73 36 66 33 208 17:45 A60 North 0 0 0 0 0 0 0 0 0 0 71 5 0 0 0 76 0 0 8 0 0 0 0 8 84 23 60 36 203 Total 17 to 18 0 0 1 0 0 0 0 1 0 029022 0 0 13130 0 54 4 0 0 0 58 372 143 300 136 951 18:00 A60 North 0 0 0 0 0 0 0 0 0 0 50 3 0 0 0 53 0 0 7 1 0 0 0 8 61 26 60 25 172 18:15 A60 North 0 0 0 0 0 0 0 0 0 0 58 3 0 0 0 61 0 0 7 1 0 0 0 8 69 26 64 24 183 18:30 A60 North 0 0 0 0 0 0 0 0 0 0 44 3 0 0 0 47 0 0 6 0 0 0 0 6 53 23 41 14 131 18:45 A60 North 0 0 0 0 0 0 0 0 0 0 43 1 0 0 0 44 0 0 6 0 0 0 0 6 50 15 46 25 136 Total 18 to 19 0 0 0 0 0 0 0 0 0 0 019510 0 0 02050 0 26 2 0 0 0 28 233 90 211 88 622 AM Total 0 0 6 2 0 0 0 8 0 1 814161 32 10 8 1026 0 0 102 23 9 2 1 137 PM Total 0 0 4 0 0 0 0 4 1 3 1547178 21 27 6 1783 0 0 258 28 5 1 0 292 Survey Total 0 0 10 2 0 0 0 12 1 4 2361339 53 37 14 2809 0 0 360 51 14 3 1 429 AM Peak Hour 07:45 to 08:45 0 0 3 1 0 0 0 4 0 021349 0 2 12650 0 37 4 1 0 1 43 Mid Peak Hour PM Peak Hour 17:00 to 18:00 0 0 1 0 0 0 0 1 0 029022 0 0 13130 0 54 4 0 0 0 58 Network Peak if applicable AM Peak Hour Mid Peak Hour PM Peak Hour

Leg 2 A60 South Langwill Road A60 North P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ Leg 2 Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Totals 07:00 Cottage Lane 0 0 4 0 0 0 0 4 0 0 3 3 0 0 0 6 0 0 0 0 0 0 0 0 10 07:15 Cottage Lane 0 0 0 0 0 0 0 0 0 0 7 2 0 0 0 9 0 0 0 0 0 0 0 0 9 07:30 Cottage Lane 0 0 0 1 1 0 0 2 0 0 8 4 0 0 0 12 0 0 0 0 0 0 0 0 14 07:45 Cottage Lane 0 0 4 0 0 0 0 4 0 0 17 4 0 0 0 21 0 0 0 0 0 0 0 0 25 Total 7 to 8 0 0 8 1 1 0 0100 035130 0 0480 0 0 0 0 0 0 0 58 08:00 Cottage Lane 0 0 2 1 0 0 0 3 0 0 9 2 0 0 0 11 0 0 0 0 0 0 0 0 14 08:15 Cottage Lane 0 0 3 0 0 0 0 3 0 0 18 1 0 1 0 20 0 0 1 0 0 0 0 1 24 08:30 Cottage Lane 0 0 3 1 0 0 0 4 0 0 15 2 0 0 0 17 0 0 0 0 0 0 0 0 21 08:45 Cottage Lane 0 0 2 1 1 0 0 4 0 0 9 6 2 0 0 17 0 0 0 0 0 0 0 0 21 Total 8 to 9 0 0103 1 0 0140 051112 1 0650 0 1 0 0 0 0 1 80 09:00 Cottage Lane 0 0 4 0 0 0 0 4 0 0 9 3 2 0 0 14 0 0 0 0 0 0 0 0 18 09:15 Cottage Lane 0 0 2 0 0 0 0 2 0 0 10 2 1 0 0 13 0 0 0 2 0 0 0 2 17 09:30 Cottage Lane 0 0 3 0 0 0 0 3 0 0 11 3 0 0 0 14 0 0 0 0 0 0 0 0 17 09:45 Cottage Lane 0 0 1 0 1 0 0 2 0 0 8 2 1 0 0 11 0 0 1 0 0 0 0 1 14 Total 9 to 10 0 0100 1 0 0110 038104 0 0520 0 1 2 0 0 0 3 66 10:00 Cottage Lane 0 0 4 0 0 0 0 4 0 0 5 1 2 1 0 9 0 0 0 0 0 0 0 0 13 10:15 Cottage Lane 0 0 2 1 1 0 0 4 0 0 6 0 0 0 0 6 0 0 1 0 0 0 0 1 11 10:30 Cottage Lane 0 0 5 1 0 0 0 6 0 0 5 3 2 0 0 10 0 0 0 0 0 0 0 0 16 10:45 Cottage Lane 0 0 0 1 1 0 0 2 0 0 9 6 0 1 0 16 0 0 0 0 0 0 0 0 18 Total 10 to 11 0 0113 2 0 0160 025104 2 0410 0 1 0 0 0 0 1 58 11:00 Cottage Lane 0 0 0 0 1 0 0 1 0 0 7 3 0 2 0 12 0 0 1 0 0 0 0 1 14 11:15 Cottage Lane 0 0 5 0 0 0 0 5 0 0 10 5 1 0 0 16 0 0 0 0 0 0 0 0 21 11:30 Cottage Lane 0 0 4 1 0 2 0 7 0 0 5 4 1 0 0 10 0 0 1 0 0 0 0 1 18 11:45 Cottage Lane 0 0 4 0 0 1 0 5 0 0 11 2 0 0 0 13 0 0 0 0 0 0 0 0 18 Total 11 to 12 0 0131 1 3 0180 033142 2 0510 0 2 0 0 0 0 2 71 12:00 Cottage Lane 0 0 4 0 0 0 0 4 0 0 7 3 1 0 0 11 0 0 0 0 0 0 0 0 15 12:15 Cottage Lane 0 0 1 0 1 0 0 2 0 0 12 6 2 0 0 20 0 0 1 0 0 0 0 1 23 12:30 Cottage Lane 1 0 5 0 0 0 0 6 0 0 12 3 1 0 0 16 0 0 0 1 0 0 0 1 23 12:45 Cottage Lane 0 0 1 1 2 2 0 6 0 0 5 2 0 1 0 8 0 0 0 0 0 0 0 0 14 Total 12 to 13 1 0111 3 2 0180 036144 1 0550 0 1 1 0 0 0 2 75 13:00 Cottage Lane 0 0 0 0 1 0 0 1 0 0 8 4 1 1 0 14 0 0 1 0 0 0 0 1 16 13:15 Cottage Lane 0 1 2 1 0 0 0 4 0 0 6 3 1 0 0 10 0 0 0 0 0 0 0 0 14 13:30 Cottage Lane 0 0 2 0 1 1 0 4 0 0 7 3 1 0 0 11 0 0 1 0 0 0 0 1 16 13:45 Cottage Lane 0 0 5 0 0 0 0 5 0 0 4 5 1 0 0 10 0 0 0 0 0 0 0 0 15 Total 13 to 14 0 1 9 1 2 1 0140 025154 1 0450 0 2 0 0 0 0 2 61 14:00 Cottage Lane 0 0 4 1 0 0 0 5 0 0 8 3 0 0 0 11 0 0 0 0 0 0 0 0 16 14:15 Cottage Lane 0 0 6 0 0 0 0 6 0 0 18 2 0 0 0 20 0 0 0 0 0 0 0 0 26 14:30 Cottage Lane 0 0 2 0 0 0 0 2 0 0 8 6 1 0 0 15 0 0 0 1 0 0 0 1 18 14:45 Cottage Lane 0 0 4 1 1 0 1 7 1 0 20 1 0 0 0 22 0 0 1 0 0 0 0 1 30 Total 14 to 15 0 0162 1 0 1201 054121 0 0680 0 1 1 0 0 0 2 90 15:00 Cottage Lane 0 0 1 0 0 0 0 1 0 0 16 5 1 0 0 22 0 0 0 0 0 0 0 0 23 15:15 Cottage Lane 0 0 1 1 0 0 0 2 0 0 7 6 0 2 0 15 0 0 0 0 0 0 0 0 17 15:30 Cottage Lane 0 0 4 1 0 0 0 5 0 0 10 5 0 0 0 15 0 0 0 0 0 0 0 0 20 15:45 Cottage Lane 0 0 7 5 0 0 0 12 0 0 15 4 1 2 0 22 0 0 0 0 0 0 0 0 34 Total 15 to 16 0 0137 0 0 0200 048202 4 0740 0 0 0 0 0 0 0 94 16:00 Cottage Lane 0 0 3 1 0 0 1 5 0 0 22 7 0 1 0 30 0 0 0 0 0 0 0 0 35 16:15 Cottage Lane 0 0 0 0 0 0 0 0 0 1 20 4 0 0 0 25 0 0 1 0 0 0 0 1 26 16:30 Cottage Lane 0 0 3 0 0 0 0 3 0 0 28 2 0 0 0 30 0 0 0 0 0 0 0 0 33 16:45 Cottage Lane 0 0 6 2 0 0 0 8 0 0 28 5 0 1 0 34 0 0 0 0 0 0 0 0 42 Total 16 to 17 0 0 12 3 0 0 1 16 0 1 9818 0 2 01190 0 1 0 0 0 0 1 136 17:00 Cottage Lane 0 0 2 0 2 0 0 4 0 0 30 7 1 1 0 39 0 0 1 0 0 0 0 1 44 17:15 Cottage Lane 0 0 3 1 0 0 0 4 0 1 29 6 0 0 0 36 0 0 0 0 0 0 0 0 40 17:30 Cottage Lane 0 0 5 0 0 0 0 5 0 0 22 8 0 0 0 30 0 0 1 0 0 0 0 1 36 17:45 Cottage Lane 0 0 3 1 0 0 0 4 0 0 18 1 0 0 0 19 0 0 0 0 0 0 0 0 23 Total 17 to 18 0 0 13 2 2 0 0 17 0 1 9922 1 1 01240 0 2 0 0 0 0 2 143 18:00 Cottage Lane 0 0 0 1 0 0 0 1 0 0 23 2 0 0 0 25 0 0 0 0 0 0 0 0 26 18:15 Cottage Lane 0 0 2 0 0 0 0 2 0 0 18 6 0 0 0 24 0 0 0 0 0 0 0 0 26 18:30 Cottage Lane 0 0 1 0 0 0 0 1 0 0 20 2 0 0 0 22 0 0 0 0 0 0 0 0 23 18:45 Cottage Lane 0 0 1 0 0 0 0 1 0 0 10 3 0 0 0 13 0 0 1 0 0 0 0 1 15 Total 18 to 19 004100050071130008400100001 90 AM Total 0 0 52 8 6 3 0 69 0 01825812 5 02570 0 5 2 0 0 0 7 PM Total 1 1 78 17 8 3 2 110 1 2 431114 12 9 0 569 0 0 8 2 0 0 0 10 Combined Total 1 1 130 25 14 6 2 179 1 2 613 172 24 14 0 826 0 0 13 4 0 0 0 17 AM Peak Hour 07:45 to 08:45 0 0122 0 0 0140 0599 0 1 0690 0 1 0 0 0 0 1 Mid Peak Hour PM Peak Hour 17:00 to 18:00 0 0 13 2 2 0 0 17 0 1 9922 1 1 01240 0 2 0 0 0 0 2 Network Peak if applicable AM Peak Hour Mid Peak Hour PM Peak Hour

Leg 3 Langwill Road A60 North Cottage Lane P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ Leg 3 Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Totals 07:00 A60 South 0 0 1 0 0 0 0 1 0 0 43 7 2 1 0 53 0 0 1 0 0 0 0 1 55 07:15 A60 South 0 0 0 0 0 0 1 1 0 0 61 4 2 0 0 67 0 0 3 0 0 0 0 3 71 07:30 A60 South 0 0 3 0 0 0 0 3 0 0 71 12 0 2 1 86 0 0 4 0 0 0 0 4 93 07:45 A60 South 0 0 3 1 0 0 0 4 0 0 63 19 2 0 0 84 0 0 3 1 0 0 0 4 92 Total 7 to 8 0 0 7 1 0 0 1 9 0 023842 6 3 12900 0 11 1 0 0 0 12 311 08:00 A60 South 0 0 2 0 0 0 0 2 0 0 83 9 0 2 3 97 0 0 2 1 0 0 0 3 102 08:15 A60 South 0 0 1 0 0 0 0 1 0 0 54 9 6 2 0 71 0 0 7 1 1 0 0 9 81 08:30 A60 South 0 0 4 0 0 0 0 4 0 0 65 6 1 0 2 74 0 0 1 0 0 0 0 1 79 08:45 A60 South 0 0 3 1 0 0 0 4 0 0 52 14 3 1 1 71 0 0 1 1 0 0 0 2 77 Total 8 to 9 0 0 10 1 0 0 0 11 0 0 25438 10 5 6 313 0 0 11 3 1 0 0 15 339 09:00 A60 South 0 0 1 0 0 1 0 2 0 0 49 3 0 1 1 54 0 0 2 1 0 0 0 3 59 09:15 A60 South 0 0 2 1 0 1 0 4 0 0 48 6 0 0 2 56 0 0 3 2 0 0 1 6 66 09:30 A60 South 0 0 1 0 0 0 0 1 0 0 48 12 0 0 0 60 0 0 2 0 0 0 0 2 63 09:45 A60 South 0 0 1 1 0 0 0 2 0 0 47 5 1 0 0 53 0 0 1 0 2 0 0 3 58 Total 9 to 10 0 0 5 2 0 2 0 9 0 0192261 1 32230 0 8 3 2 0 1 14 246 10:00 A60 South 0 0 1 2 0 0 0 3 0 0 46 12 2 1 0 61 0 0 1 1 0 2 0 4 68 10:15 A60 South 0 0 4 0 0 0 0 4 0 0 35 5 0 0 0 40 0 0 5 1 0 0 0 6 50 10:30 A60 South 0 0 1 0 0 0 0 1 0 0 34 7 2 0 0 43 0 0 4 0 0 0 0 4 48 10:45 A60 South 0 0 2 1 0 0 0 3 0 0 41 10 1 1 1 54 0 0 5 0 0 0 0 5 62 Total 10 to 11 0 0 8 3 0 0 0 11 0 015634 5 2 11980 0 15 2 0 2 0 19 228 11:00 A60 South 0 0 0 0 0 0 0 0 0 1 52 8 1 0 0 62 0 1 2 1 1 0 0 5 67 11:15 A60 South 0 0 1 1 0 0 0 2 0 0 53 8 2 1 0 64 0 0 4 0 0 0 0 4 70 11:30 A60 South 0 0 3 1 0 0 0 4 0 0 54 5 0 1 0 60 0 0 1 0 1 1 0 3 67 11:45 A60 South 0 0 2 1 1 0 0 4 0 1 41 6 0 1 1 50 0 0 1 2 0 0 0 3 57 Total 11 to 12 0 0 6 3 1 0 0 10 0 220027 3 3 12360 1 8 3 2 1 0 15 261 12:00 A60 South 0 0 2 0 0 0 0 2 0 1 40 4 1 1 0 47 0 0 2 0 1 1 0 4 53 12:15 A60 South 0 0 3 0 0 0 0 3 0 0 42 6 1 1 0 50 0 0 2 0 0 0 0 2 55 12:30 A60 South 0 0 3 0 1 0 0 4 0 0 45 6 2 0 0 53 0 0 5 0 0 0 0 5 62 12:45 A60 South 0 0 7 0 0 0 0 7 0 0 49 10 0 1 0 60 0 0 4 0 0 0 0 4 71 Total 12 to 13 0 0 15 0 1 0 0 16 0 1 17626 4 3 0 210 0 0 13 0 1 1 0 15 241 13:00 A60 South 0 0 1 1 0 0 0 2 0 0 38 5 2 0 0 45 0 0 3 1 0 0 0 4 51 13:15 A60 South 0 0 2 1 0 0 0 3 0 0 44 6 0 0 0 50 0 0 2 0 0 0 0 2 55 13:30 A60 South 0 0 2 1 0 0 0 3 0 0 55 6 3 0 0 64 0 0 0 2 1 0 0 3 70 13:45 A60 South 0 0 2 0 0 0 0 2 0 0 43 4 0 0 0 47 0 0 1 0 1 0 0 2 51 Total 13 to 14 0 0 7 3 0 0 0 10 0 018021 5 0 02060 0 6 3 2 0 0 11 227 14:00 A60 South 0 0 2 0 0 0 0 2 0 1 47 6 1 1 1 57 0 0 1 1 1 0 0 3 62 14:15 A60 South 0 0 2 3 0 0 0 5 0 1 42 8 1 0 1 53 0 0 1 0 0 1 0 2 60 14:30 A60 South 0 0 3 0 0 0 0 3 0 0 41 5 2 1 0 49 0 0 5 1 2 0 0 8 60 14:45 A60 South 0 0 2 0 0 0 0 2 0 0 36 10 0 0 0 46 0 0 3 1 0 0 0 4 52 Total 14 to 15 0 0 9 3 0 0 0 12 0 216629 4 2 22050 0 10 3 3 1 0 17 234 15:00 A60 South 0 0 2 0 0 0 0 2 0 0 40 6 4 0 0 50 0 0 4 1 0 0 0 5 57 15:15 A60 South 0 0 2 0 0 0 0 2 0 0 70 7 3 0 1 81 0 0 3 0 0 1 0 4 87 15:30 A60 South 0 0 1 0 0 0 1 2 0 0 36 2 1 0 2 41 0 0 1 2 0 0 1 4 47 15:45 A60 South 0 0 2 0 0 0 0 2 0 0 44 5 1 0 0 50 0 0 7 0 0 0 0 7 59 Total 15 to 16 0 0 7 0 0 0 1 8 0 019020 9 0 32220 0 15 3 0 1 1 20 250 16:00 A60 South 0 0 0 0 0 0 0 0 0 0 65 9 0 0 4 78 0 0 2 1 0 0 0 3 81 16:15 A60 South 0 0 0 0 0 0 0 0 0 0 74 11 0 0 0 85 0 0 7 1 0 0 0 8 93 16:30 A60 South 0 0 3 0 0 0 0 3 0 0 42 14 0 0 0 56 0 0 1 0 0 0 0 1 60 16:45 A60 South 0 0 4 1 0 0 0 5 0 0 54 7 0 0 1 62 0 0 1 2 0 0 0 3 70 Total 16 to 17 0 0 7 1 0 0 0 8 0 023541 0 0 52810 0 11 4 0 0 0 15 304 17:00 A60 South 0 0 3 0 0 0 0 3 0 0 67 4 0 0 0 71 0 0 3 1 0 0 0 4 78 17:15 A60 South 0 0 3 0 0 0 0 3 0 0 77 10 0 0 0 87 0 0 6 0 0 0 0 6 96 17:30 A60 South 0 0 2 0 0 0 0 2 0 0 56 4 1 0 2 63 0 0 1 0 0 0 0 1 66 17:45 A60 South 1 0 4 0 0 0 0 5 0 0 49 4 0 0 0 53 0 0 1 1 0 0 0 2 60 Total 17 to 18 1 0 12 0 0 0 0 13 0 0 24922 1 0 2 274 0 0 11 2 0 0 0 13 300 18:00 A60 South 0 0 0 0 0 0 0 0 0 1 51 5 1 0 0 58 0 0 2 0 0 0 0 2 60 18:15 A60 South 0 0 1 1 0 0 0 2 0 0 52 5 0 0 0 57 0 0 5 0 0 0 0 5 64 18:30 A60 South 0 0 3 1 0 0 0 4 0 0 33 4 0 0 0 37 0 0 0 0 0 0 0 0 41 18:45 A60 South 0 0 2 0 0 0 0 2 0 0 40 3 0 0 1 44 0 0 0 0 0 0 0 0 46 Total 18 to 19 0 0 6 2 0 0 0 8 0 1176171 0 11960 0 7 0 0 0 0 7 211 AM Total 0 0 36 10 1 2 1 50 0 2 1040167 25 14 12 1260 0 1 53 12 5 3 1 75 PM Total 1 0 63 9 1 0 1 75 0 4 1372176 24 5 13 1594 0 0 73 15 6 3 1 98 Combined Total 1 0 99 19 2 2 2 125 0 6 2412 343 49 19 25 2854 0 1 126 27 11 6 2 173 AM Peak Hour 07:45 to 08:45 0 0 10 1 0 0 0 11 0 0 26543 9 4 5 326 0 0 13 3 1 0 0 17 Mid Peak Hour PM Peak Hour 17:00 to 18:00 1 0 12 0 0 0 0 13 0 0 24922 1 0 2 274 0 0 11 2 0 0 0 13 Network Peak if applicable AM Peak Hour Mid Peak Hour PM Peak Hour

Leg 4 A60 North Cottage Lane A60 South Leg 4 P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals 07:00 Langwill Road 0 0 7 3 0 0 0 10 0 0 16 5 0 0 0 21 0 0 0 0 0 0 0 0 31 07:15 Langwill Road 0 0 8 1 0 0 0 9 0 1 19 5 0 0 0 25 0 0 2 0 0 0 0 2 36 07:30 Langwill Road 0 0 6 0 0 0 0 6 0 0 25 2 0 0 0 27 0 0 3 0 0 0 0 3 36 07:45 Langwill Road 0 0 14 1 0 0 0 15 0 0 30 4 1 0 0 35 0 0 5 0 0 0 0 5 55 Total 7 to 8 0 0 35 5 0 0 0 40 0 1 9016 1 0 01080 0 10 0 0 0 0 10 158 08:00 Langwill Road 0 0 9 3 0 0 0 12 0 0 27 2 0 0 0 29 0 0 2 0 0 0 0 2 43 08:15 Langwill Road 0 0 6 0 1 0 0 7 0 0 33 5 0 0 0 38 0 0 2 0 0 0 0 2 47 08:30 Langwill Road 0 0 12 0 0 0 0 12 0 0 34 8 1 1 0 44 0 0 4 0 0 0 0 4 60 08:45 Langwill Road 0 0 6 1 1 0 1 9 0 0 16 5 1 0 0 22 0 0 6 0 1 0 0 7 38 Total 8 to 9 0 0 33 4 2 0 1 40 0 0 11020 2 1 0 133 0 0 14 0 1 0 0 15 188 09:00 Langwill Road 0 0 6 1 0 0 0 7 0 0 14 4 3 1 0 22 0 0 2 1 0 0 0 3 32 09:15 Langwill Road 0 0 6 1 0 0 0 7 0 0 12 0 1 1 0 14 0 0 0 0 0 0 0 0 21 09:30 Langwill Road 0 0 2 2 0 0 0 4 0 0 12 2 0 0 0 14 0 0 5 0 0 0 0 5 23 09:45 Langwill Road 0 0 8 1 0 0 0 9 0 0 15 2 3 0 0 20 0 0 1 0 0 0 0 1 30 Total 9 to 10 0 0225 0 0 0270 0538 7 2 0700 0 8 1 0 0 0 9 106 10:00 Langwill Road 0 0 2 0 0 1 0 3 0 0 7 1 0 0 0 8 0 0 1 0 0 0 0 1 12 10:15 Langwill Road 0 0 1 0 1 0 0 2 0 0 7 2 4 0 0 13 0 0 2 0 0 0 0 2 17 10:30 Langwill Road 0 0 5 2 0 0 0 7 1 0 4 1 1 0 0 7 0 0 2 0 0 0 0 2 16 10:45 Langwill Road 0 0 3 1 0 0 0 4 0 0 12 1 0 0 0 13 0 0 1 1 0 1 0 3 20 Total 10 to 11 0 0113 1 1 0161 0305 5 0 0410 0 6 1 0 1 0 8 65 11:00 Langwill Road 0 0 3 0 0 0 0 3 1 0 7 2 2 0 0 12 0 0 2 0 0 0 0 2 17 11:15 Langwill Road 0 0 4 0 0 0 0 4 0 0 11 1 2 0 0 14 0 0 3 1 0 0 0 4 22 11:30 Langwill Road 0 0 1 1 0 0 0 2 0 0 7 1 0 0 0 8 0 0 1 0 0 0 0 1 11 11:45 Langwill Road 0 0 5 0 1 0 0 6 0 0 14 1 0 0 0 15 0 0 5 0 0 0 0 5 26 Total 11 to 12 0 0 131 1 0 0 151 0 395 4 0 0 490 0 111 0 0 0 12 76 12:00 Langwill Road 0 0 3 1 0 0 0 4 0 0 10 1 1 0 0 12 0 0 2 0 0 0 0 2 18 12:15 Langwill Road 0 0 4 2 0 0 0 6 0 0 8 2 0 1 0 11 0 0 3 0 0 0 0 3 20 12:30 Langwill Road 0 0 9 2 0 0 0 11 0 0 4 2 2 0 0 8 0 0 3 1 0 0 0 4 23 12:45 Langwill Road 0 0 4 0 0 0 0 4 0 0 13 2 1 0 0 16 0 0 1 0 0 0 0 1 21 Total 12 to 13 0 0205 0 0 0250 0357 4 1 0470 0 9 1 0 0 010 82 13:00 Langwill Road 0 0 5 2 0 0 0 7 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 15 13:15 Langwill Road 0 0 7 0 0 0 0 7 0 0 8 0 1 0 0 9 0 0 3 1 1 0 0 5 21 13:30 Langwill Road 0 0 3 1 1 0 0 5 0 0 4 3 1 1 1 10 0 0 5 0 0 1 0 6 21 13:45 Langwill Road 0 0 7 0 0 0 0 7 0 0 10 6 3 0 0 19 0 0 3 0 0 0 0 3 29 Total 13 to 14 0 0 223 1 0 0 260 0 269 5 1 1 420 0 151 1 1 0 18 86 14:00 Langwill Road 0 0 5 1 0 0 0 6 0 0 7 3 2 0 0 12 0 0 3 1 0 0 0 4 22 14:15 Langwill Road 0 1 2 0 0 0 0 3 0 0 16 2 0 0 0 18 0 0 2 0 0 0 0 2 23 14:30 Langwill Road 0 0 5 0 2 0 0 7 0 0 10 3 0 0 0 13 0 0 1 0 0 0 0 1 21 14:45 Langwill Road 0 0 3 1 0 0 0 4 0 0 11 5 0 0 0 16 0 0 1 0 0 0 0 1 21 Total 14 to 15 0 1152 2 0 0200 044132 0 0590 0 7 1 0 0 0 8 87 15:00 Langwill Road 0 0 10 1 0 0 0 11 0 0 10 1 0 0 0 11 0 0 1 0 0 0 0 1 23 15:15 Langwill Road 0 0 9 1 0 0 1 11 0 0 8 1 0 0 0 9 0 0 3 0 0 0 0 3 23 15:30 Langwill Road 0 0 3 3 0 0 0 6 0 0 12 3 2 0 0 17 0 0 10 0 0 0 0 10 33 15:45 Langwill Road 0 0 8 2 0 0 0 10 0 0 8 0 0 0 0 8 0 0 4 0 0 0 0 4 22 Total 15 to 16 0 0 307 0 0 1 380 0 385 2 0 0 450 0 180 0 0 0 18 101 16:00 Langwill Road 0 0 11 1 0 0 0 12 0 0 12 2 1 1 0 16 0 0 3 0 0 0 0 3 31 16:15 Langwill Road 0 0 10 0 0 0 0 10 0 0 9 4 0 1 0 14 0 0 4 0 0 0 0 4 28 16:30 Langwill Road 0 0 10 0 0 0 0 10 0 0 16 6 0 0 0 22 0 0 3 0 0 0 0 3 35 16:45 Langwill Road 0 0 8 0 0 0 0 8 0 0 10 3 0 0 0 13 0 0 1 0 0 0 0 1 22 Total 16 to 17 0 0 39 1 0 0 0 40 0 0 4715 1 2 0 65 0 0 11 0 0 0 0 11 116 17:00 Langwill Road 0 0 11 0 0 0 0 11 0 0 14 3 0 0 0 17 0 0 2 1 0 0 0 3 31 17:15 Langwill Road 0 0 15 1 0 0 0 16 0 0 17 3 0 0 0 20 0 0 0 0 0 0 0 0 36 17:30 Langwill Road 0 0 11 0 0 0 0 11 0 0 12 6 0 0 0 18 0 0 4 0 0 0 0 4 33 17:45 Langwill Road 0 0 9 0 0 0 0 9 0 0 20 5 0 0 0 25 0 0 1 0 0 0 1 2 36 Total 17 to 18 0 0461 0 0 0470 063170 0 0800 0 7 1 0 0 1 9 136 18:00 Langwill Road 0 0 4 0 0 0 0 4 0 0 18 2 0 0 0 20 0 0 1 0 0 0 0 1 25 18:15 Langwill Road 0 0 5 0 0 0 0 5 0 0 14 1 0 0 0 15 0 0 4 0 0 0 0 4 24 18:30 Langwill Road 0 0 5 0 0 0 0 5 0 0 6 1 0 0 0 7 0 0 1 1 0 0 0 2 14 18:45 Langwill Road 0 0 6 0 0 0 0 6 0 0 12 2 0 0 0 14 0 0 4 1 0 0 0 5 25 Total 18 to 19 0 0 200 0 0 0 200 0 506 0 0 0 560 0 102 0 0 0 12 88 AM Total 0 0 114 18 4 1 1 138 2 1 322 54 19 3 0 401 0 0 49 3 1 1 0 54 PM Total 0 1 192 19 3 0 1 216 0 0 303 72 14 4 1 394 0 0 77 6 1 1 1 86 Combined Total 0 1 306 37 7 1 2 354 2 1 625 126 33 7 1 795 0 0 126 9 2 2 1 140 AM Peak Hour 07:45 to 08:45 0 0 41 4 1 0 0 46 0 0 12419 2 1 0 146 0 0 13 0 0 0 0 13 Mid Peak Hour PM Peak Hour 17:00 to 18:00 0 0461 0 0 0470 063170 0 0800 0 7 1 0 0 1 9 Network Peak if applicable AM Peak Hour Mid Peak Hour PM Peak Hour Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Appendix C

Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

1 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

2 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

3 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

4 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

5 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

6 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

7 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

8 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

9 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

10 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

11 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

12 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

13 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

14 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

15 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

16 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

17 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

18 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

19 Generated on 18/12/2015 14:50:23 using Junctions 8 (8.0.2.316)

20 Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Appendix D

Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

Wood Lane

Crash Report including Vehicle and Casualty Information

Crash Date: Sunday, April 25, 2010 Time of Crash: 11:40:00 AM Crash Reference: 20103104B1014

Highest Injury Severity: Serious Number of Vehicles: 1 Number of Casualties: 2

Highway Authority: Nottinghamshire OS Grid Reference: 455180 369740

Local Authority: Bassetlaw District

Road Number: U0 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60 Junction Control: Not Applicable

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Motorcycle over 500cc (2005 onwards) 8 Male 36 - 45 Vehicle proceeding normally along the carriageway, on a right hand bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:32 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

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

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:32 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Saturday, February 16, 2008 Time of Crash: 10:08:00 PM Crash Reference: 20083102B0514

Highest Injury Severity: Slight Number of Vehicles: 1 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 454950 370230

Local Authority: Bassetlaw District

Road Number: A632 Road Type: Single carriageway

Weather Description: Other

Road Surface Description: Frost or Ice

Speed Limit: 60 Junction Control: Give way or uncontrolled

Light Conditions: Darkness: street lighting unknown

Carriageway Hazards: None Junction Detail: T or staggered junction

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 14 Male 36 - 45 Vehicle is in the act of turning left

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 1 1 Slight Driver or rider Male 36 - 45 Unknown or other Unknown or other

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:42 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 1 Crash Report including Vehicle and Casualty Information

Crash Date: Monday, July 16, 2007 Time of Crash: 7:40:00 PM Crash Reference: 20073102B2452

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 455160 369790

Local Authority: Bassetlaw District

Road Number: U0 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Wet or Damp

Speed Limit: 60 Junction Control: Not Applicable

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) -1 Unknown Unknown Vehicle is passing another moving vehicle on its offside 2 Motorcycle over 50cc and up to 125cc (1999 onwards) 3 Male 16 - 20 Vehicle proceeding normally along the carriageway, not on a bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:58 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 2 1 Slight Driver or rider Male 16 - 20 Unknown or other Unknown or other

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:58 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Sunday, May 22, 2011 Time of Crash: 6:00:00 PM Crash Reference: 201131B117811

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 2

Highway Authority: Nottinghamshire OS Grid Reference: 455136 369873

Local Authority: Bassetlaw District

Road Number: U0 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60 Junction Control: Not Applicable

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Not at or within 20 metres of junction

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 10 Male 66 - 75 Vehicle proceeding normally along the carriageway, not on a bend 2 Van or goods vehicle 3.5 tonnes maximum gross weight 13 Male 46 - 55 Vehicle proceeding normally along the carriageway, not (mgw) and under on a bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:56 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 1 1 Slight Driver or rider Male 66 - 75 Unknown or other Unknown or other 1 2 Slight Vehicle or pillion passenger Female 66 - 75 Unknown or other Unknown or other

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:18:56 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Project title: Nether Langwith Quarry, Nottinghamshire. Document Ref: D/I/D/112228/02

A60/A632 Crossroads

Crash Report including Vehicle and Casualty Information

Crash Date: Tuesday, January 12, 2010 Time of Crash: 1:45:00 PM Crash Reference: 20103102B0226

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 456540 371070

Local Authority: Bassetlaw District

Road Number: A60 Road Type: Single carriageway

Weather Description: Snowing without high winds

Road Surface Description: Frost or Ice

Speed Limit: 60 Junction Control: Give way or uncontrolled

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Crossroads

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 11 Female 66 - 75 Vehicle is in the act of turning left 2 Car (excluding private hire cars 2005 onwards) 7 Female 36 - 45 Vehicle proceeding normally along the carriageway, not on a bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:20:49 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

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

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:20:49 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Monday, December 22, 2014 Time of Crash: 7:58:00 AM Crash Reference: 201431B298814

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 456552 371064

Local Authority: Bassetlaw District

Road Number: A60 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 50 Junction Control: Give way or uncontrolled

Light Conditions: Darkness: street lights present and lit

Carriageway Hazards: None Junction Detail: Crossroads

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 4 Male 46 - 55 Vehicle proceeding normally along the carriageway, not on a bend 2 Car (excluding private hire cars 2005 onwards) 7 Male 26 - 35 Vehicle proceeding normally along the carriageway, not on a bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:20:57 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

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

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12/17/2015 3:20:57 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Wednesday, April 11, 2012 Time of Crash: 11:53:00 AM Crash Reference: 201231B100412

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 456553 371069

Local Authority: Bassetlaw District

Road Number: A60 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60 Junction Control: Give way or uncontrolled

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Crossroads

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 4 Male 66 - 75 Vehicle is in the act of turning right 2 Motorcycle over 500cc (2005 onwards) 14 Male 36 - 45 Vehicle proceeding normally along the carriageway, not on a bend

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12/17/2015 3:20:51 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 2 1 Slight Driver or rider Male 36 - 45 Unknown or other Unknown or other

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12/17/2015 3:20:51 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Wednesday, July 06, 2011 Time of Crash: 3:12:00 PM Crash Reference: 201131B138411

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 456555 371065

Local Authority: Bassetlaw District

Road Number: A60 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60 Junction Control: Give way or uncontrolled

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Crossroads

Junction Pedestrian Central refuge - no other controls Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) 8 Female 36 - 45 Vehicle proceeding normally along the carriageway, not on a bend 2 Van or goods vehicle 3.5 tonnes maximum gross weight 10 Male 21 - 25 Vehicle proceeding normally along the carriageway, not (mgw) and under on a bend

For more information about the data please visit: http://www.crashmap.com/home/aboutthedata and http://www.crashmap.com/home/definitions

12/17/2015 3:20:55 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 1 1 Slight Driver or rider Female 36 - 45 Unknown or other Unknown or other

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12/17/2015 3:20:55 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2 Crash Report including Vehicle and Casualty Information

Crash Date: Thursday, May 05, 2011 Time of Crash: 8:05:00 AM Crash Reference: 201131B095211

Highest Injury Severity: Slight Number of Vehicles: 2 Number of Casualties: 1

Highway Authority: Nottinghamshire OS Grid Reference: 456560 371065

Local Authority: Bassetlaw District

Road Number: A60 Road Type: Single carriageway

Weather Description: Fine without high winds

Road Surface Description: Dry

Speed Limit: 60 Junction Control: Give way or uncontrolled

Light Conditions: Daylight: regardless of presence of streetlights

Carriageway Hazards: None Junction Detail: Crossroads

Junction Pedestrian No physical crossing facility within 50 metres Crossing:

Vehicles involved Vehicle Ref Vehicle Type Vehicle Age Driver Gender Driver Age Band Vehicle Maneouvre 1 Car (excluding private hire cars 2005 onwards) -1 Male 36 - 45 Vehicle is in the act of turning right 2 Car (excluding private hire cars 2005 onwards) 5 Male 26 - 35 Vehicle proceeding normally along the carriageway, not on a bend

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12/17/2015 3:20:53 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 1 of 2 Crash Report including Vehicle and Casualty Information

Casualties Vehicle Ref Casualty Ref Injury Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement Severity 2 1 Slight Driver or rider Male 26 - 35 Unknown or other Unknown or other

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12/17/2015 3:20:53 PM Supporting the United Nations' Decade of Action for Road Safety www.decadeofaction.org Page 2 of 2

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