Our Ref: 10/010a/AM/019/025 Your Ref:
Planning & Development Section Resource Management Suffolk County Council 8 Russell Road Ipswich Suffolk IP1 2BX
For the attention of Ms Annette Feeney
31 May 2019
Dear Annette,
Suffolk Minerals & Waste Local Plan – Suffolk Examination Hearings Policy MS4 - Cavenham Quarry
With reference to the above, we are writing to you on behalf of our client Allen Newport Limited and specifically in regard to the upcoming examination hearing.
Please find enclosed a Transport Statement produced in support of the inclusion of the Site at Cavenham within the Local Plan.
Should you have any queries about the above, please do not hesitate to contact me.
Yours sincerely
Abigail Molyneux Senior Consultant
CC. R Stevens
The Hurlstone Partnership
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, BURY ST. EDMUNDS, SUFFOLK, IP28 6SE
Transport Statement
May 2019 JPH/180904/Final
Seven Oaks Farm, Crew Green, Shrewsbury SY5 9AS Tel: 01743 884849 Fax: 01743 884947 e-mail: [email protected]
The Hurlstone Partnership
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, BURY ST. EDMUNDS, SUFFOLK, IP28 6SE
Document Status – Final
Produced by: ------J P Hurlstone Date: May 2019
Transportation Planning, Highway Design and Environmental Assessment
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, BURY i ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019 The Hurlstone Partnership
CONTENTS
1 INTRODUCTION ...... 1 2 EXISTING ROAD NETWORK ...... 3 3 EXISTING TRAFFIC FLOWS ...... 8 Cavenham Quarry Traffic ...... 14 4 HIGHWAY SAFETY ...... 16 5 PROPOSED DEVELOPMENT ...... 18 6 DEVELOPMENT TRAFFIC ...... 19 7 DEVELOPMENT TRAFFIC IMPACT ...... 20 8 POLICY CONSIDERATIONS ...... 23 9 SUMMARY ...... 24
APPENDICES
A Traffic Survey Results Summaries
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, BURY ii ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019 The Hurlstone Partnership
1 INTRODUCTION
1.1 Allen Newport Limited operates Cavenham Quarry (the Site), which sits within a wider complex known collectively as Marston’s Pit. The Marston’s Pit complex also incorporates an Asphalt Plant operated by Breedon and a recycling facility operated by Middleton Aggregates, which benefit from separate planning permissions.
1.2 The Site is served by an access onto Cavenham Road, which runs between Cavenham and Tuddenham. The access is also shared by the other operations within the wider Marston’s Pit complex.
1.3 The Site has been producing sand and gravel since the mid -1960s. During 2013, the management and administrative functions of the company were transferred to the Site, which now operates from one location.
1.4 The current output to the established markets is typically around an average of 200,000 tonnes per annum (tpa) from the current working area, which benefits from planning permission extending to 31 December 2024 for extraction and processing, with a further 2 years for final restoration to a lower level using indigenous materials.
1.5 The extant planning permission (Ref: SCC/0124/16F) was granted on 21 September 2016 for a western extension containing 1.1 million tonnes of saleable reserves and imposes a number of conditions including operating hours and vehicle routeing.
1.6 The Site is located approximately 2 km north of Cavenham, 2.25 km east-northeast of Tuddenham St. Mary, 1.5 km southwest of Icklingham and 12km northwest of Bury St. Edmunds, Suffolk.
1.7 In order to maintain the supply of sand and gravel to the existing, established markets, planning permission is sought for a further western extension, which is believed to contain 3.5 million tonnes of saleable reserves. This would provide sufficient reserves for a further 17 – 18 years based on the existing rate of extraction, which is proposed to be maintained.
1.8 It is also proposed to import a similar quantity of inert material to the Site in order to restore the new western extension to original ground levels. A new recycling facility is proposed, which would replace the existing plant operated by Middleton Aggregates. The new, replacement recycling facility would remove any recyclable materials prior to final deposition of waste within the quarry void.
1.9 Further imports totalling 2.6 million tonnes are proposed to restore existing working and previously worked areas of the Site, which will require planning permission as it
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 1 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
represents a variation to the approved restoration scheme for the current and historic extraction areas.
1.10 The proposed new western extension, together with recycling and an alternative restoration for the existing quarry, is being promoted for inclusion within the emerging Suffolk Minerals and Waste Local Plan, which is currently being subject to Independent Examination in Public. The Site is included as M4 under Policy MP2 and also on the Proposals Safeguarding Map and is detailed in chapter 11 “Cavenham” within the Preferred Options document.
1.11 The Hurlstone Partnership Limited was instructed to consider the acceptability of the proposed new Western Extension and associated revisions to the restoration of the existing and historic worked areas in terms of their highway impact.
1.12 The remainder of this report details the findings of the review, which considered the existing planning permission and activities within the Site, the safety performance of the local road network, empirical traffic data recorded on local roads and the geometric characteristics of the Site’s access and adjoining routes.
1.13 It was noted during the review, that paragraph 11.10 of the Preferred Options Document advises: “The existing access arrangements are acceptable based on the existing flows”, whilst paragraph 11.3 confirms: “The established road access to the existing quarry utilises the C class roads to access the wider road network via the villages of Cavenham and Tuddenham St Mary. The roads are however part of Suffolk Lorry Route Network and are designated as Local Access Lorry Routes”.
1.14 It is therefore apparent that the local roads are considered suitable for use by HGVs and that the existing access and highway impact is acceptable based on existing flows.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 2 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
2 EXISTING ROAD NETWORK
2.1 The Site is served by a shared access with the wider Marston’s Pit complex. The access is located on the northeast side of Cavenham Road approximately 1.3km to the southeast of Tuddenham St. Mary and 750m northwest of Cavenham.
2.2 The access is formed by a kerbed bellmouth extending approximately 33.7m along the carriageway edge, which narrows to a width of 5.0m between posts set 5.6m apart and 22.5m back from Cavenham Road. The access is constructed with a sealed asphalt surface which continues approximately 1.1km to the Allen Newport Ltd Offices, then into the operational plant area a further 200m distant. The route provides passing places along its length between the public highway and Site offices.
2.3 Visibility at the access was measured on site using traffic cones and a road wheel to extend 77.0m to the near edge, 146.5m to the centreline, 175m to the centreline of the far (oncoming) traffic lane and 216m to the far edge of the carriageway to the left from a set- back (X distance) of 2.4m along its centreline from the near edge of Cavenham Road. The constraint to visibility to the left was the lower branches of a small oak tree, approximately 65m to the south of the access, which had been allowed to grow forward across to the verge towards the road edge. Should these be removed, the clear visibility to the near edge would increase substantially.
2.4 Notwithstanding this constraint, the forward visibility towards the access for northbound drivers was a substantial 467m due to the straight alignment of the carriageway, which is sufficient for a vehicle travelling at more than 115 mph to stop safely; equivalent to almost double the national speed limit of 60 mph on single carriageway routes, such as Cavenham Road.
2.5 The comparable visibility splay to the right was measured to extend 52.4m to the near edge, 76.0m to the centreline of the near (oncoming) traffic lane and 180m to the centreline of the carriageway from the 2.4m X distance. However, it was noted on site that due to the bend to the northwest of the access, the near carriageway edge was also visible between 174.5m and 195m, whilst the centreline of the oncoming traffic lane was visible between 168m and 187m.
2.6 The constraint to the visibility splay to the right was also the lower branches of trees extending across the verge towards the road edge. It was noted that there is a fence-line comprising concrete posts running parallel to but set back approximately 2.7m from the carriageway edge.
2.7 Again, should the overhanging vegetation be cut-back, the unobstructed view to the near edge and across the full width of the carriageway would increase significantly. An unobstructed view to the right is currently achieved as the emerging driver edges forward to an X distance of 1.2m.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 3 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
2.8 With the vegetation on the north side cleared, the constraint would then be similar vegetation on the opposite side of the carriageway to the south of the access on the south side of the route on the bend.
2.9 Notwithstanding the existing constraint, the forward visibility towards an emerging vehicle from the Site access extends 187m, which provides for a vehicle travelling at more than 68 mph to stop safely.
2.10 The width of the carriageway in the vicinity of the access was measured to vary between 5.5m and 5.7m.
2.11 To the north of the Site access, the route continues to Tuddenham St. Mary where the speed limit reduces to 30 mph as it passes through the village to reflect the more urban characteristics, such as pedestrian footways, street lighting and frontage development with direct access.
2.12 The width of the road varies within Tuddenham between 5.5m and 6.7m. The wider section is near the Church, although its effective width is reduced by on-street parking to around 4.6m. Further along High Street, the carriageway width was measured to be 6.1m, but again, its effective width was reduced by intermittent on-street parking to between 4 and 5.4m, as some vehicles park partially or entirely within the adjacent footway.
2.13 Continuing north through Tuddenham St. Mary, there is a left-hand and right-hand bend before leaving the village. Warning signs on the approaches to the bends advise drivers “Oncoming vehicles in middle of road”.
2.14 When leaving the village, the speed limit increases back to 60 mph. The route passes through a couple of right-hand bends before entering a long, 1.3 km straight with a width of 5.8m as it continues north towards the A11 dual carriageway. The route follows a left- hand bend before a short straight leading to the left-in / left-out junction with the southbound carriageway of the A11, where a 40 mph speed limit is in force. The junction incorporates dedicated cycle crossing facilities within the splitter island of the minor arm approach and also the central reservation of the A11 which separate the opposing traffic lanes. The A11 follows a gradual right-hand bend towards the junction when travelling southbound from the roundabout approximately 350m to the northeast. The proximity of the roundabout and 40 mph speed limit contain vehicle speeds, such that the visibility to the right towards oncoming traffic for drivers joining the A11 exceeds the desirable 120m distance based on trunk road standards.
2.15 In the vicinity of the church in Tuddenham St. Mary there is a left turn towards Higham, which is approximately 5.8 km distant. The junction with Higham Road sits on the outside of a right-hand bend when travelling north from the Site into Tuddenham St. Mary. The bellmouth of the junction extends approximately 32.1m around the south side of the priority route and is controlled by Give Way markings and signage. Visibility to the left and right exceeds the 43m distance in Manual for Streets based on the 30 mph speed limit. PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 4 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
2.16 The width of the Higham Road to the south of the junction narrows and was measured to be 6.2m on the apex of the bellmouth radii and generally 5.5m beyond. However, there was a short section immediately to the south of the junction which narrowed to 5.35m as a result of the variable kerb alignment on the west side of the carriageway.
2.17 The route to the south initially continues at a 30 mph speed limit for approximately 600m before increasing to 40 mph for around 250m, beyond which the national speed limit is in force. When proceeding south within the national speed limit area, the carriageway follows a sequence of relatively long straights linked by slight right-hand bends.
2.18 Within the third straight, and approximately 3.5 km from the junction at its northern end, Higham Road continues as the priority route through a crossroads with Icknield Way on a slight right-hand bend beyond a crest, at which point Higham Road becomes Coalpit Lane as it continues south towards a grade-separated junction with the A14 approximately 1.5 km distant.
2.19 Visibility at the crossroads is excellent to the south, as the carriageway is straight for approximately 400m before entering a slight left-hand bend. To the north, the visibility from the eastern approach of Icknield Way was restricted by vegetation growing in the verge from the minimum driver’s eye height of 1.05m to approximately 150m. However, at the elevated position of 2.0m, which represents that of a goods vehicle driver, the distance increased significantly as it was possible to see over the grass within the verge area. The forward visibility towards a vehicle waiting to join the priority route from the eastern approach of Icknield Way for a southbound driver extended approximately 230m and was coincident with a crossroads warning sign advising drivers to “REDUCE SPEED NOW”, supplemented by “SLOW” markings on the carriageway. A second warning sign with the same advice and road-markings was located 134.5m closer to the junction.
2.20 Similar signs and markings are also provided on the northbound approach to the junction.
2.21 The eastern approach of Icknield Way extends 20m at its bellmouth, which is controlled by Give-Way markings and signage. To the east of the junction Icknield Way narrows to 4.1m initially. The width of Higham Road / Coalpit Lane is approximately 6.2m in the vicinity of the crossroads.
2.22 As described above, Coalpit Lane continues south towards Higham and crosses the A14 at a grade-separated junction. The A14 junction provides for all movements to and from the dual carriageway via four slip roads (an entry and exit ramp for each carriageway). The eastbound entry route from Coalpit Lane initially provides for two-way traffic as it connects to Higham Road, approximately 240m distant, before continuing as one-way eastbound onto the A14 dual carriageway.
2.23 Although the speed limit on Coalpit Lane is 60 mph, due to the bends to the north and south of the A14 interchange, speeds appeared to be significantly lower.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 5 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
2.24 Returning to Icknield Way, the route to the east of the crossroads continues approximately 2.6 km in a north-easterly direction as it meanders en-route to another crossroads with The Street, to the south of Cavenham. The width of Icknield Way varies between 4.4m and 3.5m and it operates as a single track lane with informal passing places formed by over-running of the verges and the use of field accesses / gateways which are distributed regularly along its length.
2.25 At the eastern end of this section of Icknield Way, the route approaches The Street as the minor arm and is controlled by Give Way markings and signage. The junction bellmouth extends 24.5m along the west side of The Street, which has a nominal width of 5.5 – 5.6m and is subject to the national speed limit of 60 mph. However, this reduces to 30 mph approximately 270m to the north of the junction as the route enters and passes through Cavenham.
2.26 Visibility to the right for drivers emerging from Icknield Way is good and extends approximately 175m to the near edge of the priority route from a 2.4m X distance. However, that to the north is limited to approximately 21.8m to the near edge, 43.7m to the centreline, 54.7m to the centreline of the far (oncoming) traffic lane and 64m to the far edge of the carriageway, due to the boundary wall to Cavenham Park which sits close to the road edge. However, forward visibility towards the junction for southbound drivers is relatively good, extending approximately 200m from the minimum driver’s eye height of 1.05m due to a slight crest in the carriageway. The forward visibility towards and from a HGV would be improved due to the elevated height of the vehicle and driver within it.
2.27 Warning signs alerting drivers of the crossroads ahead are provided 145m to the north and 71m to the south.
2.28 When heading into Cavenham, a bends warning sign is provided advising drivers “REDUCE SPEED NOW”. The route follows a left-hand bend leading into a right-hand bend before the road straightens as it continues north through the village, which provides some lengths of footway on one or both sides of the road within the majority of its length, but no street-lighting.
2.29 The width of The Street within Cavenham was measured to be 5.6m. However, in some places, on-street parking reduced the effective width to 3.5m.
2.30 There are a couple of slight bends when continuing north through the village before a more noticeable left-hand bend where The Street becomes Cavenham Road immediately before the speed limit increases back up to the national level. When continuing north, there is a slight right-hand bend, then a short straight leading into another slight right- hand bend which connects to the straight along which the Site access is located. The distance between the Site access and the crossroads between Icknield Way and The Street is approximately 2 km.
2.31 Continuing south from the Icknield Way crossroads, the route continues approximately 4 km to a priority T junction with Newmarket Road. The route to the south of the crossroads is initially around 5.5 – 5.6m wide as it meanders through the countryside until PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 6 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
reaching the T junction with the minor road to Risby on its east side. Beyond this junction, approximately 2.6 km to the south, the width of the carriageway reduces to approximately 4.1m with areas of localised widening to facilitate the passing of opposing traffic movements.
2.32 The bellmouth of the junction with Newmarket Road extends approximately 85m along the north side of the priority route. On the south side of Newmarket Road, and approximately 36m to the west, there is a further priority junction with New Road, which is a minor arm approach. New Road heads in a generally southwest direction towards Burthorpe and Barrow.
2.33 Any traffic approaching the staggered crossroads junction from the east would either turn left into New Road or right towards Cavenham, as the ahead route is no entry because it is the exit slip road from the eastbound carriageway of the A14.
2.34 Visibility from the Cavenham road at the junction is excellent to the east (left) as Newmarket Road is straight, level and 6.8m wide. The visibility to the right extends approximately 130m due to a crest in the carriageway as the slip road rises before levelling out at the junction.
2.35 Signage at the junction confirms Newmarket Road is a Clearway, which prevents parking along the route.
2.36 Continuing east along Newmarket Road, the speed limit reduces to 40 mph approximately 220m from the junction and extends around 860m to the east before reverting to the national speed limit of 60 mph as the route continues ahead into the entry slip road to the eastbound carriageway of the A14 dual carriageway. Before the A14 entry slip, the carriageway widens to 9.9m prior to the priority T junction with South Street, Risby.
2.37 The bellmouth of the South Street junction extends approximately 41m along the north side of Newmarket Road and is controlled by Give Way markings and signage. Double- yellow lines extend into the bellmouth to prevent parking which could obstruct visibility and the movement of traffic.
2.38 In this case, it is only necessary to be able to see to the right from South Street along Newmarket Road as no traffic would be approaching from the left unless it had travelled the wrong way along the A14 dual carriageway and the eastbound entry slip road. The visibility to the right from South Street is excellent as a result of the straight and level alignment of Newmarket Road.
2.39 South Street itself is subject to a 30 mph speed limit and has a footway on its east side. The carriageway is 5.65m wide as it continues north into Risby. Approximately 100m to the north of Newmarket Road, there is a right turn into a 7.3m wide carriageway. The speed limit on the link increases to the national level of 60 mph as it continues ahead before looping over the A14 via a right and left-hand bend linked by a short straight which leads into a further right hand-bend.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 7 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
2.40 As the left hand-bend transitions into the second right-hand bend, there is a turning on the left which provides the entry slip onto the westbound carriageway of the A14 dual carriageway. Continuing around the bend the road straightens briefly before entering another right-hand bend, on the outside of which is a Give Way junction where the exit slip from the westbound carriageway of the A14 terminates, outside the Claas agricultural machinery building.
2.41 Visibility at the slip road exit junction is good in both directions and speeds are naturally limited by the bends in the carriageway. Visibility is also good at the junction where the link over the A14 meets South Street in Risby; extending to Newmarket Road 100m to the south and further to the north, which significantly exceeds the normal requirements within the 30 mph speed limit imposed within Risby.
3 EXISTING TRAFFIC FLOWS
3.1 In order to establish baseline traffic flows and speeds on key routes within the study area, a total of 9 Automatic Traffic Counters (ATCs) were installed on the local road network between Thursday 31 January and Wednesday 06 February 2019. The ATCs recorded continuously for the 7 day period.
3.2 The ATCs were located as follows:
· Site 1 – Tuddenham Road east of the A11 junction · Site 2 – High Street/Tuddenham Road, Tuddenham St. Mary · Site 3 – Cavenham Road northwest of the Site access · Site 4 – The Street, Cavenham · Site 5 – Icknield Way approximately mid-way between crossroads · Site 6 – Higham Road north of Icknield Way crossroads · Site 7 – Coalpit Lane south of Icknield Way crossroads · Site 8 – Mid way between road to Risby and Icknield Way crossroads to the north of Newmarket Road · Site 9 – North of Newmarket Road
3.3 The traffic survey results summaries are provided at Appendix A for information.
3.4 The results revealed that at Site 1 on Tuddenham Road to the east of the A11 junction, the average daily 24 hour traffic flow over the 7 day period was 3799 movements, which increased to 4178 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 4483 (Wednesday) and 2527 (Sunday) giving a daily variation of 1956 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 572 movements based on the lower flow of 3911 movements on Monday.
3.5 In terms of large vehicle movements (HGVs and buses), these ranged between 34 on Sunday and 250 on Wednesday, giving a daily variation of 216 whilst representing between 1.35 and 5.58 % of the daily traffic totals, with an overall proportion of 4.37%.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 8 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
When discounting the weekend flows, the day to day variation reduced to 78 movements based on the lower flow of 172 large vehicles on Monday.
3.6 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 07:00 – 08:00 and also 08:00 – 09:00, with a total of 383 movements from flows on each day ranging between 423 (Wednesday) and 344 (Monday), giving a daily variation of 79 movements.
3.7 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 351 movements from daily flows ranging between 390 (Tuesday) and 317 (Friday), giving a day to day variation of 73 movements.
3.8 In terms of vehicle speeds, the 85th percentiles were found to be 40.0 mph northbound and 40.3 mph southbound from total flows of 11108 and 15483 movements respectively.
3.9 At Site 2 on High Street / Tuddenham Road, Tuddenham St. Mary, the average daily 24 hour traffic flow over the 7 day period was 4469 movements, which increased to 4926 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 5383 (Wednesday) and 2936 (Sunday) giving a daily variation of 2447 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 827 movements based on the lower flow of 4556 movements on Monday.
3.10 In terms of large vehicle movements (HGVs and buses), these ranged between 34 on Sunday and 266 on Wednesday, giving a daily variation of 232 whilst representing between 1.16 and 4.94 % of the daily traffic totals, with an overall proportion of 3.99%. When discounting the weekend flows, the day to day variation reduced to 70 movements based on the lower flow of 196 large vehicles on Monday.
3.11 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 472 movements from flows on each day ranging between 520 (Wednesday) and 423 (Friday), giving a daily variation of 97 movements.
3.12 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 431 movements from daily flows ranging between 465 (Tuesday) and 396 (Monday), giving a day to day variation of 69 movements.
3.13 In terms of vehicle speeds, the 85th percentiles were found to be 33.2 mph eastbound and 32.8 mph westbound from total flows of 17640 and 13643 movements respectively.
3.14 The results from Site 3 on Cavenham Road to the north of the Site access revealed the average daily 24 hour traffic flow over the 7 day period was 561 movements, which increased to 656 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 696 (Wednesday) and 295 (Sunday) giving a daily variation of 401 movements over the week. When discounting the lower weekend flows, the daily
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 9 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
variations reduced to 87 movements based on the lower flow of 609 movements on Monday.
3.15 In terms of large vehicle movements (HGVs and buses), these ranged between 8 on Sunday and 89 on Thursday, giving a daily variation of 81 whilst representing between 2.71 and 13.86 % of the daily traffic totals, with an overall proportion of 10.47%. When discounting the weekend flows, the day to day variation reduced to 22 movements based on the lower flow of 67 large vehicles on Monday.
3.16 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 80 movements from flows on each day ranging between 93 (Monday) and 67 (Tuesday), giving a daily variation of 26 movements.
3.17 The comparable PM peak hour occurred between 15:00 – 16:00 with a 5 day average of 58 movements from daily flows ranging between 73 (Wednesday) and 46 (Monday), giving a day to day variation of 27 movements.
3.18 In terms of vehicle speeds, the 85th percentiles were found to be 52.0 mph north- westbound and 52.4 mph south-eastbound from total flows of 1841 and 2083 movements respectively.
3.19 At Site 4 on The Street, Cavenham, the average daily 24 hour traffic flow over the 7 day period was 610 movements, which increased to 679 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 786 (Wednesday) and 403 (Sunday) giving a daily variation of 383 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 162 movements based on the lower flow of 624 movements on Thursday and Friday.
3.20 In terms of large vehicle movements (HGVs and buses), these ranged between 6 on Sunday and 72 on Thursday, giving a daily variation of 66 whilst representing between 1.49 and 11.54 % of the daily traffic totals, with an overall proportion of 7.70%. When discounting the weekend flows, the day to day variation reduced to 18 movements based on the lower flow of 54 large vehicles on Friday and Tuesday.
3.21 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 72 movements from flows on each day ranging between 83 (Wednesday) and 64 (Thursday), giving a daily variation of 19 movements.
3.22 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 66 movements from daily flows ranging between 83 (Wednesday) and 48 (Friday), giving a day to day variation of 35 movements.
3.23 In terms of vehicle speeds, the 85th percentiles were found to be 37.2 mph northbound and southbound from total flows of 1946 and 2326 movements respectively.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 10 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
3.24 The results from Site 5 on Icknield Way revealed the average daily 24 hour traffic flow over the 7 day period was 273 movements, which increased to 293 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 325 (Wednesday) and 222 (Sunday) giving a daily variation of 103 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 77 movements based on the lower flow of 248 movements on Thursday.
3.25 In terms of large vehicle movements (HGVs and buses), these ranged between 0 on Sunday and 15 on Thursday, giving a daily variation of 15 whilst representing between 0 and 6.05 % of the daily traffic totals, with an overall proportion of 3.25%. When discounting the weekend flows, the day to day variation reduced to 8 movements based on the lower flow of 7 large vehicles on Wednesday.
3.26 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 28 movements from flows on each day ranging between 34 (Wednesday) and 20 (Thursday), giving a daily variation of 14 movements.
3.27 The comparable PM peak hour occurred between 16:00 – 17:00 and 17:00 – 18:00 with a 5 day average of 27 movements from daily flows ranging between 38 (Monday) and 20 (Thursday), giving a day to day variation of 18 movements.
3.28 In terms of vehicle speeds, the 85th percentiles were found to be 48.4 mph north- eastbound and 47.0 mph south-westbound from total flows of 993 and 917 movements respectively.
3.29 Site 6 on Higham Road to the north of the Icknield Way crossroads recorded an average daily 24 hour traffic flow over the 7 day period of 3845 movements, which increased to 4230 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 4578 (Wednesday) and 2534 (Sunday) giving a daily variation of 2044 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 607 movements based on the lower flow of 3971 movements on Monday.
3.30 The large vehicle movements (HGVs and buses) ranged between 33 on Sunday and 229 on Wednesday, giving a daily variation of 196 whilst representing between 1.30 and 5.00 % of the daily traffic totals, with an overall proportion of 3.83%. When discounting the weekend flows, the day to day variation reduced to 82 movements based on the lower flow of 147 large vehicles on Friday.
3.31 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 419 movements from flows on each day ranging between 469 (Wednesday) and 352 (Friday), giving a daily variation of 117 movements.
3.32 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 375 movements from daily flows ranging between 408 (Tuesday) and 343 (Monday), giving a day to day variation of 65 movements.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 11 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
3.33 In terms of vehicle speeds, the 85th percentiles were found to be 63.2 mph northbound and 58.2 mph southbound from total flows of 11700 and 15219 movements respectively.
3.34 The results from Site 7 on Coalpit Lane to the south of the Icknield Way crossroads the average daily 24 hour traffic flow over the 7 day period was 3928 movements, which increased to 4310 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 4660 (Wednesday) and 2610 (Sunday) giving a daily variation of 2050 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 640 movements based on the lower flow of 4020 movements on Monday.
3.35 In terms of large vehicle movements (HGVs and buses), these ranged between 31 on Sunday and 202 on Wednesday, giving a daily variation of 171 whilst representing between 1.19 and 4.33 % of the daily traffic totals, with an overall proportion of 3.32%. When discounting the weekend flows, the day to day variation reduced to 70 movements based on the lower flow of 132 large vehicles on Friday.
3.36 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 426 movements from flows on each day ranging between 464 (Tuesday) and 363 (Friday), giving a daily variation of 101 movements.
3.37 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 378 movements from daily flows ranging between 407 (Tuesday) and 345 (Monday), giving a day to day variation of 62 movements.
3.38 In terms of vehicle speeds, the 85th percentiles were found to be 65.2 mph northbound and 59.7 mph southbound from total flows of 12134 and 15367 movements respectively.
3.39 At Site 8 between the Icknield Way crossroads and road to Risby, south of Cavenham, the average daily 24 hour traffic flow over the 7 day period was 552 movements, which increased to 618 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 715 (Wednesday) and 369 (Sunday) giving a daily variation of 346 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 166 movements based on the lower flow of 549 movements on Friday.
3.40 In terms of large vehicle movements (HGVs and buses), these ranged between 6 on Saturday and 66 on Wednesday, giving a daily variation of 60 whilst representing between 1.50 and 10.33 % of the daily traffic totals, with an overall proportion of 7.49%. When discounting the weekend flows, the day to day variation reduced to 28 movements based on the lower flow of 38 large vehicles on Friday.
3.41 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 65 movements from flows on each day ranging between 74 (Wednesday) and 52 (Thursday), giving a daily variation of 22 movements.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 12 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
3.42 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 65 movements from daily flows ranging between 77 (Wednesday) and 39 (Friday), giving a day to day variation of 38 movements.
3.43 In terms of vehicle speeds, the 85th percentiles were found to be 49.8 mph northbound and southbound from total flows of 1755 and 2106 movements respectively.
3.44 At Site 9, on the same route as Site 8 but just to the north of its junction with Newmarket Road, the average daily 24 hour traffic flow over the 7 day period was 422 movements, which increased to 482 movements over the 5 day (Monday to Friday) period. The daily flows ranged between 561 (Wednesday) and 269 (Sunday) giving a daily variation of 292 movements over the week. When discounting the lower weekend flows, the daily variations reduced to 137 movements based on the lower flow of 424 movements on Thursday.
3.45 In terms of large vehicle movements (HGVs and buses), these ranged between 6 on Saturday and 52 on Monday and Wednesday, giving a daily variation of 46 whilst representing between 2.17 and 11.79 % of the daily traffic totals, with an overall proportion of 8.70%. When discounting the weekend flows, the day to day variation reduced to 11 movements based on the lower flow of 41 large vehicles on Friday.
3.46 In terms of the peak hour periods, the average 5 day AM peak was found to occur between 08:00 – 09:00, with a total of 45 movements from flows on each day ranging between 54 (Monday and Wednesday) and 34 (Thursday), giving a daily variation of 20 movements.
3.47 The comparable PM peak hour occurred between 16:00 – 17:00 with a 5 day average of 51 movements from daily flows ranging between 73 (Wednesday) and 27 (Friday), giving a day to day variation of 46 movements.
3.48 In terms of vehicle speeds, the 85th percentiles were found to be 32.1 mph northbound and 34.4 mph southbound from total flows of 1217 and 1378 movements respectively.
3.49 Traffic flows on the A11 to the southwest of the Tuddenham Road junction were obtained from the Department for Transport (DfT) website. At Count Point 73977 the Annual Average Daily Traffic (AADT) flow (that being the 24 hours flow averaged over 365 days) for 2017 was estimated to be 34864 vehicles including 2851 HGVs. The most recent counted data at this location was 2014 with an AADT flow of 31870 vehicles including 2522 HGVs.
3.50 The DfT website also provided data on the A14 at the Risby junction. The counted AADT flow in 2017 was 44276 vehicles including 6736 HGVs.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 13 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
Cavenham Quarry Traffic
3.51 The HGV movements to/from the Site are subject to a routeing restriction which directs traffic travelling to/from the major routes either north through Tuddenham St. Mary to the A11, south to the A14 eastbound via Newmarket Road or south then west along Icknield Way to Coalpit Lane then onwards to the A14 westbound at the Higham Junction.
3.52 Of these routes, only the circa 4 km section between Icknield Way crossroads and Newmarket Road, to the south of Cavenham does not form part of the Suffolk Lorry Route Network. All of the other roads are classified as a local access routes on the relevant plan.
3.53 In accordance with the existing planning permission, which requires HGV movements to be logged, the operator provided data recorded between October 2016 and November 2018, which was analysed as part of this assessment.
3.54 Over the period considered, which comprised 541 working days, it was found that an average of 38 vehicles entered and left the site per day, resulting in a total of 76 HGV movements on average. Over the period a total of 27% of traffic passed through Cavenham whilst 73% passed through Tuddenham St. Mary.
3.55 The analysis revealed that the daily vehicle movements varied between 6 (28 February 2018) and 150 (31 October 2016) per full working day, giving a day to day variation of 144 HGV movements. On the 28 February 2018 4 movements passed through Cavenham (2 in / 2 out) and 2 though Tuddenham St. Mary (1 in / 1 out). On 31 October 2016 there were 27 movements through Cavenham (16 in / 11 out) and 143 through Tuddenham (57 in / 66 out).
3.56 Further investigations revealed that the higher demand through Tuddenham St. Mary was not related to the vehicle flow to / from the A11. It was found that the reason for the northern flow being significantly higher was due to the majority of traffic travelling to / from the A14 westbound junction at Higham. Rather than travelling to / from the south of the Site access then travelling along Icknield Way and Coalpit Lane, these vehicles normally turn right from the Site access, then headed north to Tuddenham St. Mary before turning left onto Higham Road, then heading south towards the A14 at Higham.
3.57 Whilst this does not accord with the routeing agreement, a review of the local road network confirms that whilst further than the agreed route, the option preferred by drivers does utilise a higher standard network, as the carriageways used are wider and facilitate easier passing of opposing HGVs than Icknield Way to the south. It is also noted that whilst the section of Higham Road between Icknield Way crossroads and High Street, Tuddenham St. Mary is not on the agreed route specified by the planning permission, it remains part of the recognised Suffolk Lorry Route Network as a local access route.
3.58 Traffic information was also obtained from the Site during the period of the ATC surveys, which confirmed the following:
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 14 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
Via Cavenham Via Tuddenham St. Mary Total Date Arriving Leaving Total Arriving Leaving Total Flow 31 Jan 19 2 3 5 26 25 51 56 01 Feb 19 2 5 7 36 32 68 75 02 Feb 19 0 0 0 0 0 0 0 03 Feb 19 0 0 0 0 0 0 0 04 Feb 19 3 6 9 24 21 45 54 05 Feb 19 2 2 4 25 25 50 54 06 Feb 19 9 9 18 30 30 60 78 Total 18 25 43 141 133 274 317
3.59 In terms of HGV movements during the week, the following traffic flows were recorded on each link during the ATC surveys.
Date 1 2 3 4 5 6 7 8 9 31/01/19 215 214 85 65 15 173 170 47 45 01/02/19 191 198 79 48 8 129 120 36 41 02/02/19 82 91 13 12 9 81 75 2 6 03/02/19 33 32 8 6 0 31 29 9 9 04/02/19 160 179 63 54 13 167 123 55 50 05/02/19 170 181 72 45 6 146 140 48 42 06/02/19 234 246 65 59 4 210 191 57 48 Total 1085 1141 385 289 55 937 848 254 241 Variation 201 214 77 59 15 179 162 55 44
3.60 By comparing the total HGV flows recorded at the Site with the total HGV flows recorded at the various ATC locations, it is apparent that the Site traffic represents only a proportion of the overall HGV activity on the local highway network and that there are additional HGV movements associated with other activities in the area.
3.61 In addition to the operational HGV movements associated with the Site, staff trips would also occur on a daily basis. It is understood that there are 12 people employed within the Site. Assuming the worst case scenario whereby they all travel independently, this could result in a further 24 movements per day (12 in / 12 out), typically with arrivals occurring before the site opens at 07:00 and after it closes at 18:00 Monday to Friday, with a 13:00 closure on Saturdays. However, based on the data provided by the operator, it appears that operations on Saturdays are limited, as activity is normally concentrated between Monday to Friday inclusive.
3.62 Whilst not directly affected by the proposed new western extension, as previously described there is an asphalt plant operated by Breedon within the wider Marston’s Pit complex. The operator of the plant advised that it attracts around 20,232 HGV movements per annum (10,116 in / 10,116 out) associated with deliveries of materials and collect trade, which equates to an average of around 72 movements (36 in / 36 out) per working day. It is anticipated that this activity would continue at current levels throughout the life of the proposed development at the Site. The baseline flows for the asphalt plant were included within the observed traffic flows at the various ATC sites described above.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 15 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
3.63 In terms of the recycling facility on site, it is understood that this attracts very little activity at present, but has historically attracted HGV activity when material is imported or exported on a campaign basis, resulting in relatively short periods of traffic movements to the relevant part of the Marston’s Pit complex. However, as previously described, this facility will be replaced by a new plant of part of the proposed development.
4 HIGHWAY SAFETY
4.1 In order to review the safety performance of the local highway network, collision data was obtained from Suffolk County Council for the most recent 5 year period available (01/01/2014 to 01/01/2019) covering the study area.
4.2 It was found that there had been no recorded personal injury accidents at the Site access during the period considered.
4.3 A review of the data provided revealed that there had been a total of 4 incidents recorded which involved HGVs 7.5 tonnes maximum gross weight or over and a further 3 incidents involving goods vehicles of unknown weight, which have been assessed for completeness. However, it appears that one of the latter did involve a HGV based upon the description of being an articulated lorry.
4.4 Starting at the north of the study area, in August 2016 a goods vehicle of unknown weight turned onto the A11 into the path of a car travelling along the dual carriageway, resulting in slight injury. It appears that the car may have had its left indicator on in error leading to the HGV driver pulling out of the side road. However, the directional details of the vehicles suggest that this may not have been at the Tuddenham Road / A11 junction, despite the plot location to the north of it. The details also indicate the speed limit on the A11 was 50 mph, which pre-dates the reduction to the current limit of 40 mph observed during the site visit.
4.5 On the bend to the east of the A11 junction on Tuddenham Road, a car travelling northbound towards the A11 crossed the centreline of the carriageway. A HGV travelling in the opposite direction braked to avoid the vehicle but its trailer slewed and the car collided with it resulting in serious injury.
4.6 In March 2015 a HGV travelling northbound along Coalpit Lane / Higham Road collided with a light goods vehicle which turned left out of Icknield Way into its path at the crossroads, resulting in serious injury.
4.7 In December 2016 a goods vehicle of unknown weight was travelling northbound along the same route when a car pulled across its path travelling west to east between the minor arms of Icknield Way resulting in serious injury.
4.8 In August 2014 a light goods vehicle travelling southbound on Coalpit Lane towards the A14 junction overtook another vehicle into the path of an oncoming HGV travelling
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 16 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
northbound, resulting in serious injury to the north of the slight bend above the A14 intersection.
4.9 In September 2016 a collision occurred on the loop over the A14 near Risby when a car driver travelling northbound mistakenly believed he was travelling on a slip road and collided with a HGV travelling southbound as both vehicles swerved to avoid each other, resulting in slight injury.
4.10 In October 2016 a collision occurred between a goods vehicle of unknown weight (but described as an articulated lorry) and cyclist at the bend near the westbound exit slip road outside the Claas building. Whilst some of the directional data appears to be inaccurate, based on the points of impact and the description it appears the goods vehicle may have turned right from the slip road across the path of a cyclist approaching from the north and travelling around the bend, causing the cyclist to collide with the trailer unit of the goods vehicle, resulting in serious injury.
4.11 In the event there is a feature of the local highway network that results in compromised safety for its users, it is normal to find a number of incidents at that location which share common characteristics. In this case there were two injury accidents at the Icknield Way crossroads with Coalpit Lane/Higham Road, both of which involved drivers pulling out into the path of goods vehicles approaching from the south. A review on site revealed that the visibility to the right (south) from the western approach of Icknield Road is very good, which suggests driver error rather than any deficiency in the road layout. It is also noted that in both cases the goods vehicle driver was continuing ahead northbound on the priority route, which suggests they were not at fault.
4.12 Having considered the foregoing, it is concluded that the existing roads are of a sufficient standard to safely accommodate HGV use, as recognised by their status within the Suffolk Lorry Route Network.
4.13 As previously noted, whilst noting the existing Site access has operated safely, it is recommended that consideration be given to trimming back vegetation within the verges to maximise visibility. With the vegetation trimmed back, visibility splays would exceed the desirable level across the full carriageway width based upon the observed speeds at ATC3. At present, the lateral visibility for emerging drivers is below desirable standards, but the forward visibility available for oncoming vehicles significantly exceeds what is required to enable them to slow down and stop safely if encountering a vehicle leaving the Site.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 17 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
5 PROPOSED DEVELOPMENT
5.1 The proposed development seeks to allocate and permit a further western extension to the Site in order to maintain supplies of sand and gravel to existing, established markets, together with recycling and an alternative restoration for the existing quarry. The Site is identified as a preferred area within the emerging Minerals Local Plan, which is currently being subject to Examination in Public. The Plan indicates a reserve of approximately 3.77 million tonnes, whereas it is believed this would reduce to 3.5 million tonnes when taking into account sterilisation due to stand-off from boundaries etc.
5.2 It is proposed that the extraction operations would continue in accordance with the existing operations, which produce an average of around 200,000 tonnes per annum. The existing Site access, operating hours etc. would be retained as would the associated HGV activity.
5.3 In terms of the extraction element of the proposal, there would be no change when compared with the activities recently accommodated on the road network, which would continue for an additional period of around 17 – 18 years based on the estimated reserve an output.
5.4 However, unlike the existing extraction area, which is currently permitted to be restored to a lower level using indigenous materials stored on site, the proposed extension would be restored to existing levels (or thereabouts) by importing a comparable volume of inert fill, which would be processed through a new recycling plant (as a replacement of the existing recycling facility) prior to final deposition within the quarry void.
5.5 It is also proposed to revise the permitted restoration scheme for the historic and current extraction areas by importing approximately a further 2.6 million tonnes of inert fill.
5.6 Based on the remaining reserves within the permitted working area, it is anticipated that extraction within the new western extension would commence in late 2020 / early 2021. Subject to planning permission being granted, importing of inert materials would commence at the same time as the extraction of the new western extension, as these would be deposited within the current western extension being worked. The infilling would then follow the extraction in the new western extension. The extraction of the new western extension is anticipated to be completed by 2040 with restoration of the area completed by 2043. When that area is filled, infill would be diverted to the historic working area, which is anticipated to require approximately 1.5 million tonnes and would take around 7 - 8 years to complete; giving a final end date of 2050 / 2051.
5.7 The replacement recycling plant would process the incoming material to remove recyclable materials, which would then be sold as recycled aggregates. Based on experience elsewhere, approximately 20% of imported material is recycled.
5.8 In order to reduce transportation costs, it is proposed to back-haul the imported material with existing sales of sand and gravel, whereby an inbound trip will carry a load of infill,
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 18 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
the vehicle would then be cleaned on-site as may be necessary then loaded with sand and gravel, or recycled material for its outbound journey to customers.
5.9 Again, based on experience elsewhere, around 80% of imported material would be transported on a back-haul basis, up to completion of the extraction operations, at which point the imports would be primary trips with back-hauling limited to the distribution of secondary aggregates derived through the recycling process, which would continue until the Site is filled to form the proposed landform.
5.10 The Site would continue to operate at the hours currently permitted (07:00 – 18:00 Monday to Friday and 07:00 – 13:00 on Saturday) via the existing access to Cavenham Road. The distribution of traffic associated with the Site is also predicted to remain in accordance with current activities.
5.11 Based on the proposed activities, it is anticipated that an additional 3 full time employees would be required to facilitate the infilling activities and associated recycling, giving a total of 15 staff.
6 DEVELOPMENT TRAFFIC
6.1 Based on the average of 250 working days per annum, as the Site rarely operates on Saturdays, and an average payload of 20 tonnes for sand and gravel exports, the Site would continue to attract an average of 40 loads / 80 movements per day. This is comparable with the 38 loads / 76 movements per day recorded between October 2016 and November 2018 as previously reported. The difference during the period is a result of output and payloads.
6.2 As weighbridges are not always available at the source sites for inert fill material, it is common for the average payload to be lower, at around 17 tonnes. Based on the importing of 200,000 tonnes per annum over the same 250 days, imports would, if undertaken separately to the mineral extraction, attract an average of 47 loads / 94 HGV movements per day.
6.3 As previously described, 80% (160,000 tonnes) of the imported material is anticipated to be transported on a back-haul basis and would therefore attract no additional trips. The remaining 40,000 tonnes would attract an average of 9.3 (say 10) loads / 20 movements per day.
6.4 To reduce transport costs, the operator would seek to utilise these vehicles to distribute the 40,000 tonnes of recycled products on a back-haul basis. However, to represent a worst case scenario, it has been assumed that the export of recycled product would be independent of the imports, with average payloads of 20 tonnes, resulting in an average of 8 loads / 16 movements per day.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 19 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
6.5 Based on the foregoing, it is apparent that the proposed activities would result in an average of 58 loads / 116 HGV movements per day between 2021 and 2040 when infilling and extraction processes are coincident, which represents an increase of 18 loads / 36 HGV movements per day when compared with the existing sand and gravel processing. There would also be an additional 6 movements associated with Staff travel, resulting in a total of 30 staff movements based on the worst case scenario where they all travel independently of each other.
6.6 From 2041, following completion of sand and gravel extraction, the average daily HGV activity would reduce to 47 loads / 94 HGV movements per day, as it is predicted that all of the recycled material would then be exported on a back-haul basis with the infill trips, in the absence of sand and gravel exports. This represents an increase of 7 loads / 14 movements per day when compared with the current situation. When sand and gravel exports are completed, the number of employees would reduce, with a corresponding reduction in staff trips to and from the Site.
7 DEVELOPMENT TRAFFIC IMPACT
7.1 The proposals would result in the continuation of sand and gravel processing at the Site and the associated traffic movements for a period of around 14 years when compared with the existing planning end date of 31 December 2024.
7.2 It would also result in an increase in the average daily HGV flows for up to 17 years, ranging between 18 loads / 36 movements per day until 2040 and 7 loads / 14 movements per day until 2051.
7.3 There would be a potential increase of 6 staff movements up to 2041 with a reduction thereafter when compared with the existing activity.
7.4 The ability of the local road network to accommodate traffic is tested during the peak hour periods when the volume of trips is highest. It is apparent that based on the operating hours of the Site, staff trips would occur off-peak and therefore the additional 3 trips into the Site during the morning and out during the evening would not breach the peak period demands placed on the local roads. As a result, the staff trips are not considered to result in a significant or material adverse impact.
7.5 The increase in HGV activity would be distributed throughout the day. Based on a full working day of 11 hours (07:00 – 18:00) an increase of 36 movements represents 3 – 4 movements per hour, whilst 14 movements represents 1 – 2 movements per hour at the Site access.
7.6 When taking into account the existing distribution of 73% through Tuddenham St. Mary and 27% through Cavenham, based on the higher flow of 36 HGV movements per day, and 4 HGV movements per hour, an average increase of 26 per day and 3 movements per hour (one every 20 minutes) through Tuddenham St. Mary is predicted to occur,
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 20 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
which may be compared with 10 per day and 1 movement per hour through Cavenham could be expected when the average activity is highest.
7.7 These daily and traffic flows may be considered in the context of the existing day to day variations currently arising from activities at the Site, which were detailed in section 3 of this report. As previously established day to day variations of up to 144 HGV movements at the Site access were experienced on full working days between October 2016 and November 2018, which is some 4 times greater than the higher increase of 36 movements per day identified above.
7.8 During the 7 day survey period during which the ATCs recorded traffic flows on the local road network, the HGV activity at the site varied by 24 movements between working days. The ATC results also revealed that over the survey period the observed day to day variations in HGV movements at all count sites exceed the increases of 26 and 10 movements based on the relevant direction of travel to / from the Site.
7.9 Over the life of the Site, traffic volumes are predicted to increase as a result of traffic growth. The TEMPro database is a national model which predicts traffic increases between years taking into account the geographical location within the UK based on the Middle Layer Super Output Areas (MSOAs) of the Census. In this case the road network is contained within Forest Heath 003, Forest Heath 005 and St. Edmundsbury 008.
7.10 Between 2019 and 2051, traffic flows during the AM peak period are predicted to increase by 25.13%, with an increase of 25.98% during the PM peak hour. Average Weekday (Monday to Friday) daily flows are predicted to increase by 27.91% whilst Average Daily flows are predicted to increase by 28.05%.
7.11 The highest hourly flow recorded at the ATC sites was 520 movements at Site 2 on High Street / Tuddenham Road, Tuddenham St. Mary during the AM peak hour on Wednesday 06 February. By increasing the existing flow by 25.13% the 2052 base flow becomes 651 movements.
7.12 On that day, the Site attracted 60 movements through Tuddenham St. Mary. Whilst it is understood the majority of these turned left onto Higham Road before reaching ATC 2, for the purposes of this capacity assessment we have assumed they all did.
7.13 The peak activity at the Site during the period October 2016 to November 2018 resulted in 144 HGV movements travelling towards Tuddenham St. Mary. Assuming the worst case scenario whereby all of these vehicles passed ATC 2 in the AM peak hour, the resultant flow would be 795 movements.
7.14 If adding 36 additional HGV movements to this figure, which assumes the entire daily increase is artificially compressed into a single peak hour of the week, the resulting cumulative traffic volume in 2051 becomes 841 movements.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 21 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
7.15 This may be compared with the hourly capacity of carriageway of similar width published in TA 79/99 Traffic Capacity of Urban Roads. Table 1 of the document describes various types of route whilst Table 2 provides hourly flow capacities for the various road types at different widths. The lowest capacities are for type UAP4, which Table 1 describes as a busy high street carrying predominantly local traffic with frontage activity including loading and unloading, with a 30 mph speed limit, more than 2 side roads per km, unlimited access to houses, shops and businesses, unrestricted parking, frequent at-grade pedestrian crossings and bus stops at the kerb side.
7.16 The hourly capacity provided in Table 2 for a UAP4 route with a width of 6.1m is 750 vehicles, whilst that for a 6.75m wide route is 900 vehicles, based upon a 60/40 directional split with the published flow being the higher proportion of the total.
7.17 The observed flow at Site 2 was broadly consistent with this directional distribution, being 334 eastbound / 186 westbound, giving a 64 / 36 % split. By factoring up the hourly capacities above, it is apparent that the capacity of the route, which had a width measured to vary between 6.1m and 6.7m, ranges between 1250 and 1500 movements.
7.18 It is therefore apparent that in 2051, assuming the entire daily HGV flow attracted to the quarry based on the highest daily flow recorded at the Site between October 2016 and November 2018, plus the average daily increase associated with the proposed infilling and recycling activities travelled through Tuddenham St. Mary in the busiest peak hour of the week observed during the traffic counts, the route would still operate well within normally accepted capacity and performance criteria.
7.19 The cumulative flow of 841 movements under these most onerous conditions equates to a maximum of 67.28% of the hourly capacity of the route. This indicates that the busiest route on the local road network would retain a minimum spare capacity of some 32.72%, which corresponds to 409 vehicle movements per hour, based on the lower capacity of 1250 movements.
7.20 Having considered the foregoing it is concluded that the capacity of the local road network is not a constraint to the proposed development.
7.21 In terms of the A11 and A14, the 2017 AADT traffic flows were found to be 34864 vehicles including 2851 HGVs and 44276 vehicles including 6736 HGVs respectively. Based on the predicted traffic growth from TEMPro between 2017 and 2051 of 31.105%, the 2051 predicted AADT flows become 45708 including 3738 HGVs on the A11 and 58048 vehicles including 8831 HGVs on the A14.
7.22 For comparison with the AADT flows, which are averaged over 365 days per year, it is necessary to factor the Site traffic, which was calculated on the basis of 250 working days per year, by 250 / 365 = 0.685.
7.23 Taking the higher average daily flow of 116 HGV movements plus 30 staff movements, even though both HGV and staff flows at the Site would have reduced by 2051, as
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 22 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
previously described, the corrected 2051 AADT flow is calculated to be 100 movements overall and 80 HGV movements per day.
7.24 This equates to 0.2% of the overall traffic flow and 2.1% of the HGV flow on the A11. The same comparisons with the flows on the A14 are that the Site traffic represents 0.17% of the overall flow and 0.9% of the HGV flow.
7.25 These small proportions are considered to be insignificant and well within the range of normal day to day variations expected to occur on routes such as the A11 and A14.
7.26 It is therefore concluded that the capacity of the local road network should not be considered a constraint to the proposed development.
7.27 In terms of highway safety, the review of recent collision records revealed that the local road network, which has been identified for HGV use, has accommodated the normal day to day variations in traffic activity without significant adverse safety impacts.
7.28 Given the proposed development flows would fall within the range of activity already experienced on the same road network, which would retain significant levels of reserve capacity even when assessed under particularly onerous conditions, there is no reason to conclude that the proposed development would result in a significant adverse impact on road safety, subject to routine maintenance of the Site access and its visibility splays.
8 POLICY CONSIDERATIONS
8.1 When considering transport impacts, the National Planning Policy Framework (the Framework) advises at paragraph 108: “In assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:
a) appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location;
b) safe and suitable access to the site can be achieved for all users; and
c) any significant impacts from the development on the transport network (in terms of capacity and congestion), or on highway safety, can be cost effectively mitigated to an acceptable degree.”
8.2 Paragraph 109 continues: “Development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or the residual cumulative impacts on the road network would be severe.”
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 23 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
8.3 In this case, in terms of transport activity, the Site would continue to be served via an existing, established access and road network, which currently accommodates the same types of traffic without leading to unacceptable safety impacts.
8.4 Whilst the proposed development seeks to increase the quantum of traffic travelling to and from the Site in terms of both average and peak numbers, analysis of observed flow data on the network reveals that the increase falls within the normal range of day to day variations.
8.5 A review of peak hourly flow observed on the local road network, projected to the proposed 2051 end date using TEMPro growth factors, reveals with the additional development traffic added, the route would retain a reserve or spare capacity of at least 409 vehicle movements per hour, which equates to almost 33%.
8.6 In terms of the wider strategic routes of the A11 and A14, the development flows represented an insignificant proportion of the predicted traffic volumes.
8.7 A severe impact is a high threshold to breach. In circumstances where a safe access exists to an existing operational site onto a road network designated for local HGV access that currently accommodates similar vehicle types; which retains sufficient capacity to accommodate the cumulative increase in traffic; and where the additional traffic falls within the range of normal hour to hour and day to day variations on the network, it would be difficult to conclude that the proposal would result in an unacceptable impact on highway safety or a severe residual cumulative impact on the road network.
8.8 As a result, when considered in the context of current national transport policy, it is apparent that neither an allocation of the Site in the Minerals and Waste Local Plan, nor planning permission should not be prevented or refused on highway grounds.
9 SUMMARY
9.1 Allen Newport Limited operates Cavenham Quarry (the Site), which sits within a wider complex known collectively as Marston’s Pit. The Marston’s Pit complex also incorporates an Asphalt Plant operated by Breedon and a recycling facility operated by Middleton Aggregates, which benefit from separate planning permissions.
9.2 The Site has been producing sand and gravel since the mid -1960s and currently produces an average of around 200,000 tonnes per annum (tpa) from the current working area under planning permission Ref: SCC/0124/16F, which was granted on 21 September 2016 for a western extension containing 1.1 million tonnes of saleable reserves. The planning permission imposes a number of conditions including operating hours and vehicle routeing.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 24 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
9.3 The Site is served by an access onto Cavenham Road and is located approximately 2 km north of Cavenham, 2.25 km east-northeast of Tuddenham St. Mary, 1.5 km southwest of Icklingham and 12km northwest of Bury St. Edmunds, Suffolk.
9.4 The access is also shared with the asphalt plant and recycling operations within the wider Marston’s Pit complex.
9.5 In order to maintain the supply of sand and gravel to the existing, established markets, planning permission is sought for a further western extension, which is believed to contain 3.5 million tonnes of saleable reserves. This would provide sufficient reserves for a further 17 – 18 years based on the existing rate of extraction, which is proposed to be maintained.
9.6 It is also proposed to import a similar quantity of inert material to the site in order to restore the new western extension to original ground levels. A new recycling facility would be provided to remove any recyclable materials prior to final deposition of waste within the quarry void. This would replace the existing recycling facility within the wider Martson’ Pit complex. The operation of the asphalt plant would not be affected and would continue in accordance with its existing permitted activities.
9.7 Further imports totalling 2.6 million tonnes are proposed to restore existing working and worked areas of the Site, which will require a planning permission as it represents a variation to the approved restoration scheme for the current and historic extraction areas.
9.8 The proposed new western extension is being promoted for inclusion within the emerging Suffolk Minerals and Waste Local Plan, which is currently being subject to Independent Examination in Public. The Site is included as M4 under Policy MP2 and also on the Proposals Safeguarding Map and is detailed in chapter 11 “Cavenham” within the Preferred Options document.
9.9 The Hurlstone Partnership Limited was instructed to consider the acceptability of the proposed new Western Extension and proposed revisions to the restoration of the existing and historic worked areas in terms of their highway impact.
9.10 The review considered the existing planning permission and activities within the Site, the safety performance of the local road network, empirical traffic data recorded on local roads and the geometric characteristics of the Site’s access and adjoining routes, which are identified as Local Access Routes within the Suffolk Lorry Route Network, as confirmed in the Preferred Options Document of the emerging Minerals and Waste Local Plan when considering the Site, which also advised: “The existing access arrangements are acceptable based on the existing flows”.
9.11 It is therefore apparent that the local roads are considered suitable for use by HGVs and that the existing access and highway impact is acceptable based on existing flows.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 25 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
9.12 The importing of inert materials into the site would result in increased traffic flows between 2021 and 2051 when compared with the existing situation. At present, based on the average output of 200,000 tonnes per annum, the average daily HGV activity is established to be 40 loads / 80 movements per day plus the trips associated with 12 staff.
9.13 Under the proposals, between 2021 and 2040, the average daily flows would increase to 58 loads / 116 HGV movements plus trips associated with 15 staff. This would reduce from 2041 to an average of 47 loads / 94 movements per day once mineral extraction ceases and the activity is related only to the infilling of the remaining void and associated recycling of imports.
9.14 A review of traffic data revealed that the increase associated with the introduction of infilling and associated recycling activities falls within the existing day to day variations observed on the local road network and at the site access.
9.15 The existing traffic flows on the local road network were projected to 2051 using appropriate local growth factors. Applying these to the peak hour flow observed on the busiest of the local roads, then artificially adding the traffic recorded during the whole day on the busiest day of trading to this single hour, together with the daily increase associated with proposed the infilling and recycling facilities, revealed that even on the busiest of the local routes under such onerous conditions, the network retained significant levels of reserve capacity.
9.16 Based on this, and the fact that the development traffic was found to represent an insignificant proportion of the flows on the A11 and A14, it was concluded that highway capacity is not a constraint to the proposed development.
9.17 The safety performance of the local road network was also reviewed using collision data obtained from Suffolk County Council. It was found that there had been no recorded accidents at the Site access and that the existing roads are of a sufficient standard to safely accommodate HGV use, as recognised by their status within the Suffolk Lorry Route Network.
9.18 Given the proposed development flows would fall within the range of activity already experienced on the same road network, which would retain significant levels of reserve capacity even when assessed under particularly onerous conditions, there is no reason to conclude that the proposed development would result in a significant adverse impact on road safety, subject to routine maintenance of the site access and its visibility splays.
9.19 In circumstances where a safe access exists to an existing operational site onto a road network designated for local HGV access that currently accommodates similar vehicle types; which retains sufficient capacity to accommodate the cumulative increase in traffic; and where the additional traffic falls within the range of normal hour to hour and day to day variations on the network, it would be difficult to conclude that the proposal would result in an unacceptable impact on highway safety or a severe residual cumulative impact on the road network.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 26 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
9.20 As a result, when considered in the context of current national transport policy, it is apparent that neither an allocation of the Site in the Minerals and Waste Local Plan, nor planning permission should not be prevented or refused on highway grounds.
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, 27 BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
The Hurlstone Partnership
APPENDIX A
Traffic Survey Results Summaries
PROPOSED WESTERN EXTENSION TO CAVENHAM QUARRY, MARSTON'S PIT, CAVENHAM, BURY ST. EDMUNDS, SUFFOLK, IP28 6SE JPH/180904/Final May 2019
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 11108 1730 1587 40.0 34.3 Site 1, Tuddenham Road, Site No: Barton Mills (Warning SP) 60 23912001 TL 72647 73747 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 15483 2448 2212 40.3 35.3
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912001 Location Site 1, Tuddenham Road, Barton Mills (Warning SP) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 10 7 10 18 8 15 7 9 11 01:00 6 4 7 13 3 4 2 4 6 02:00 4 3 7 10 4 6 1 4 5 03:00 6 5 8 11 9 4 9 7 7 04:00 10 6 6 7 10 13 12 10 9 05:00 35 29 18 8 20 40 31 31 26 06:00 100 96 14 6 51 109 114 94 70 07:00 152 157 46 22 115 154 159 147 115 08:00 128 119 49 31 119 120 147 127 102 09:00 118 99 76 69 97 122 110 109 99 10:00 84 92 81 87 108 73 99 91 89 11:00 94 77 94 73 111 91 103 95 92 12:00 102 103 94 86 89 84 99 95 94 13:00 98 100 96 94 78 95 104 95 95 14:00 102 118 106 98 107 105 138 114 111 15:00 101 85 109 91 124 105 120 107 105 16:00 149 124 120 106 156 146 142 143 135 17:00 127 110 85 93 129 140 145 130 118 18:00 83 90 91 58 107 100 107 97 91 19:00 54 72 54 49 57 82 62 65 61 20:00 52 45 58 41 50 51 58 51 51 21:00 26 33 32 26 47 30 42 36 34 22:00 41 46 34 21 35 47 56 45 40 23:00 16 32 32 15 23 17 21 22 22 12H,7-19 1338 1274 1047 908 1340 1335 1473 1352 1245 16H,6-22 1570 1520 1205 1030 1545 1607 1749 1598 1461 18H,6-24 1627 1598 1271 1066 1603 1671 1826 1665 1523 24H,0-24 1698 1652 1327 1133 1657 1753 1888 1730 1587
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912001 Location Site 1, Tuddenham Road, Barton Mills (Warning SP) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 17 16 14 12 9 5 10 11 12 01:00 6 4 5 7 4 5 6 5 5 02:00 6 8 7 8 5 5 9 7 7 03:00 8 5 13 8 23 6 10 10 10 04:00 18 20 13 3 28 23 28 23 19 05:00 36 47 22 11 43 38 43 41 34 06:00 112 117 37 27 109 116 115 114 90 07:00 228 213 87 40 229 248 264 236 187 08:00 272 227 121 60 240 301 242 256 209 09:00 157 159 114 93 150 169 154 158 142 10:00 139 132 168 148 103 126 159 132 139 11:00 151 127 159 144 133 117 136 133 138 12:00 133 120 185 165 130 121 138 128 142 13:00 146 137 170 113 155 127 145 142 142 14:00 146 144 149 105 146 160 154 150 143 15:00 165 183 111 91 157 172 173 170 150 16:00 208 193 91 98 166 244 227 208 175 17:00 192 164 87 73 154 209 214 187 156 18:00 126 166 97 58 116 149 155 142 124 19:00 61 80 72 50 63 80 85 74 70 20:00 42 47 43 26 48 44 47 46 42 21:00 33 36 30 32 24 32 39 33 32 22:00 20 32 26 15 10 33 18 23 22 23:00 19 22 29 7 9 20 24 19 19 12H,7-19 2063 1965 1539 1188 1879 2143 2161 2042 1848 16H,6-22 2311 2245 1721 1323 2123 2415 2447 2308 2084 18H,6-24 2350 2299 1776 1345 2142 2468 2489 2350 2124 24H,0-24 2441 2399 1850 1394 2254 2550 2595 2448 2212
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912001 Location Site 1, Tuddenham Road, Barton Mills (Warning SP) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 27 23 24 30 17 20 17 20 23 01:00 12 8 12 20 7 9 8 9 11 02:00 10 11 14 18 9 11 10 11 12 03:00 14 10 21 19 32 10 19 17 17 04:00 28 26 19 10 38 36 40 33 28 05:00 71 76 40 19 63 78 74 72 60 06:00 212 213 51 33 160 225 229 208 160 07:00 380 370 133 62 344 402 423 383 302 08:00 400 346 170 91 359 421 389 383 311 09:00 275 258 190 162 247 291 264 267 241 10:00 223 224 249 235 211 199 258 223 228 11:00 245 204 253 217 244 208 239 228 230 12:00 235 223 279 251 219 205 237 223 236 13:00 244 237 266 207 233 222 249 237 237 14:00 248 262 255 203 253 265 292 264 254 15:00 266 268 220 182 281 277 293 277 255 16:00 357 317 211 204 322 390 369 351 310 17:00 319 274 172 166 283 349 359 317 274 18:00 209 256 188 116 223 249 262 239 215 19:00 115 152 126 99 120 162 147 139 131 20:00 94 92 101 67 98 95 105 97 93 21:00 59 69 62 58 71 62 81 69 66 22:00 61 78 60 36 45 80 74 68 62 23:00 35 54 61 22 32 37 45 41 41 12H,7-19 3401 3239 2586 2096 3219 3478 3634 3394 3093 16H,6-22 3881 3765 2926 2353 3668 4022 4196 3906 3545 18H,6-24 3977 3897 3047 2411 3745 4139 4315 4015 3647 24H,0-24 4139 4051 3177 2527 3911 4303 4483 4178 3799
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912001 Location Site 1, Tuddenham Road, Barton Mills (Warning SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 1698 4 0.2 1397 82.3 224 13.2 69 4.1 4 0.2 Fri 01-Feb-19 1652 2 0.1 1350 81.7 232 14.0 65 3.9 3 0.2 Sat 02-Feb-19 1327 1 0.1 1167 87.9 137 10.3 22 1.7 0 0.0 Sun 03-Feb-19 1133 3 0.3 1002 88.4 112 9.9 16 1.4 0 0.0 Mon 04-Feb-19 1657 2 0.1 1372 82.8 220 13.3 60 3.6 3 0.2 Tue 05-Feb-19 1753 2 0.1 1451 82.8 243 13.9 54 3.1 3 0.2 Wed 06-Feb-19 1888 8 0.4 1542 81.7 250 13.2 85 4.5 3 0.2 Total Vehicles [--] 11108 22 0.2 9281 83.9 1418 12.5 371 3.2 16 0.1
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912001 Location Site 1, Tuddenham Road, Barton Mills (Warning SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 2441 8 0.3 1905 78.0 373 15.3 146 6.0 9 0.4 Fri 01-Feb-19 2399 0 0.0 1875 78.2 388 16.2 126 5.3 10 0.4 Sat 02-Feb-19 1850 3 0.2 1567 84.7 219 11.8 60 3.2 1 0.1 Sun 03-Feb-19 1394 4 0.3 1208 86.7 164 11.8 17 1.2 1 0.1 Mon 04-Feb-19 2254 3 0.1 1753 77.8 389 17.3 100 4.4 9 0.4 Tue 05-Feb-19 2550 1 0.0 1988 78.0 427 16.8 116 4.6 18 0.7 Wed 06-Feb-19 2595 8 0.3 2000 77.1 425 16.4 149 5.7 13 0.5 Total Vehicles [--] 15483 27 0.2 12296 80.1 2385 15.1 714 4.3 61 0.4
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Site 2, Tuddenham Road, Channel: Eastbound Thu 31-Jan-19 Wed 06-Feb-19 17640 2789 2520 33.2 28.9 Site No: Tuddenham (LC 30 23912002 23) TL 73408 71764 Channel: Westbound Thu 31-Jan-19 Wed 06-Feb-19 13643 2137 1949 32.8 28.6
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912002 Location Site 2, Tuddenham Road, Tuddenham (LC 23) Channel: Eastbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 14 15 15 15 7 4 11 10 12 01:00 6 4 6 8 7 5 6 6 6 02:00 6 7 7 7 7 5 9 7 7 03:00 8 5 13 9 22 6 7 10 10 04:00 19 21 13 5 31 22 28 24 20 05:00 36 42 25 10 40 36 41 39 33 06:00 117 119 40 23 105 118 119 116 92 07:00 237 235 89 46 264 268 310 263 207 08:00 311 268 127 62 270 353 334 307 246 09:00 174 168 131 99 158 215 186 180 162 10:00 158 149 191 170 134 153 180 155 162 11:00 154 143 193 174 136 122 167 144 156 12:00 147 135 212 187 157 132 158 146 161 13:00 163 164 196 144 163 147 155 158 162 14:00 171 170 170 118 170 176 173 172 164 15:00 188 206 135 99 178 205 187 193 171 16:00 257 241 103 120 198 268 258 244 206 17:00 222 178 96 89 182 262 245 218 182 18:00 149 201 106 65 147 185 187 174 149 19:00 77 94 83 64 87 92 115 93 87 20:00 47 54 52 28 46 50 47 49 46 21:00 41 39 32 30 28 38 40 37 35 22:00 20 35 29 16 12 33 24 25 24 23:00 20 24 35 8 12 19 24 20 20 12H,7-19 2331 2258 1749 1373 2157 2486 2540 2354 2128 16H,6-22 2613 2564 1956 1518 2423 2784 2861 2649 2388 18H,6-24 2653 2623 2020 1542 2447 2836 2909 2694 2433 24H,0-24 2742 2717 2099 1596 2561 2914 3011 2789 2520
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912002 Location Site 2, Tuddenham Road, Tuddenham (LC 23) Channel: Westbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 7 7 10 18 8 16 8 9 11 01:00 7 5 5 14 3 4 3 4 6 02:00 5 2 7 12 4 7 0 4 5 03:00 5 6 7 12 10 6 8 7 8 04:00 8 8 7 7 12 13 14 11 10 05:00 44 36 19 8 26 47 42 39 32 06:00 133 123 21 7 60 134 130 116 87 07:00 179 183 50 26 141 211 207 184 142 08:00 156 155 65 34 165 164 186 165 132 09:00 141 120 97 82 126 149 154 138 124 10:00 106 97 111 104 120 95 112 106 106 11:00 107 101 114 98 127 125 132 118 115 12:00 117 114 132 111 105 105 130 114 116 13:00 125 136 124 128 107 125 137 126 126 14:00 123 145 127 116 133 126 169 139 134 15:00 139 134 127 105 158 138 147 143 135 16:00 182 168 142 126 198 197 189 187 172 17:00 172 139 110 106 153 200 217 176 157 18:00 93 104 103 60 114 124 126 112 103 19:00 60 80 71 59 67 88 70 73 71 20:00 56 47 61 45 55 59 64 56 55 21:00 34 39 37 25 51 29 45 40 37 22:00 45 49 38 22 33 52 58 47 42 23:00 16 31 32 15 19 16 24 21 22 12H,7-19 1640 1596 1302 1096 1647 1759 1906 1710 1564 16H,6-22 1923 1885 1492 1232 1880 2069 2215 1994 1814 18H,6-24 1984 1965 1562 1269 1932 2137 2297 2063 1878 24H,0-24 2060 2029 1617 1340 1995 2230 2372 2137 1949
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912002 Location Site 2, Tuddenham Road, Tuddenham (LC 23) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 21 22 25 33 15 20 19 19 23 01:00 13 9 11 22 10 9 9 10 12 02:00 11 9 14 19 11 12 9 11 12 03:00 13 11 20 21 32 12 15 17 18 04:00 27 29 20 12 43 35 42 35 30 05:00 80 78 44 18 66 83 83 78 65 06:00 250 242 61 30 165 252 249 232 179 07:00 416 418 139 72 405 479 517 447 349 08:00 467 423 192 96 435 517 520 472 378 09:00 315 288 228 181 284 364 340 318 286 10:00 264 246 302 274 254 248 292 261 268 11:00 261 244 307 272 263 247 299 262 271 12:00 264 249 344 298 262 237 288 260 277 13:00 288 300 320 272 270 272 292 284 288 14:00 294 315 297 234 303 302 342 311 298 15:00 327 340 262 204 336 343 334 336 306 16:00 439 409 245 246 396 465 447 431 378 17:00 394 317 206 195 335 462 462 394 339 18:00 242 305 209 125 261 309 313 286 252 19:00 137 174 154 123 154 180 185 166 158 20:00 103 101 113 73 101 109 111 105 101 21:00 75 78 69 55 79 67 85 77 72 22:00 65 84 67 38 45 85 82 72 66 23:00 36 55 67 23 31 35 48 41 42 12H,7-19 3971 3854 3051 2469 3804 4245 4446 4064 3692 16H,6-22 4536 4449 3448 2750 4303 4853 5076 4643 4202 18H,6-24 4637 4588 3582 2811 4379 4973 5206 4757 4311 24H,0-24 4802 4746 3716 2936 4556 5144 5383 4926 4469
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912002 Location Site 2, Tuddenham Road, Tuddenham (LC 23) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Eastbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 2742 7 0.3 2158 78.7 417 15.2 142 5.2 18 0.7 Fri 01-Feb-19 2717 1 0.0 2133 78.5 440 16.2 128 4.7 15 0.6 Sat 02-Feb-19 2099 11 0.5 1784 85.0 234 11.2 66 3.1 4 0.2 Sun 03-Feb-19 1596 9 0.6 1372 86.0 194 12.2 20 1.3 1 0.1 Mon 04-Feb-19 2561 7 0.3 2021 78.9 412 16.1 109 4.3 12 0.5 Tue 05-Feb-19 2914 4 0.1 2323 79.7 446 15.3 120 4.1 21 0.7 Wed 06-Feb-19 3011 14 0.5 2383 79.1 442 14.7 156 5.2 16 0.5 Total Vehicles [--] 17640 53 0.3 14174 80.8 2585 14.4 741 4.0 87 0.5
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912002 Location Site 2, Tuddenham Road, Tuddenham (LC 23) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Westbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 2060 5 0.2 1714 83.2 266 12.9 72 3.5 3 0.2 Fri 01-Feb-19 2029 2 0.1 1690 83.3 262 12.9 70 3.5 5 0.3 Sat 02-Feb-19 1617 5 0.3 1437 88.9 150 9.3 25 1.6 0 0.0 Sun 03-Feb-19 1340 11 0.8 1198 89.4 118 8.8 12 0.9 1 0.1 Mon 04-Feb-19 1995 5 0.3 1657 83.1 258 12.9 70 3.5 5 0.3 Tue 05-Feb-19 2230 11 0.5 1867 83.7 288 12.9 61 2.7 3 0.1 Wed 06-Feb-19 2372 14 0.6 1989 83.9 275 11.6 90 3.8 4 0.2 Total Vehicles [--] 13643 53 0.4 11552 85.1 1617 11.6 400 2.8 21 0.1
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Thu 31-Jan-19 Wed 06-Feb-19 1841 314 263 52.0 42.7 Site 3, Cavenham Road, Northwestbound Site No: Tuddenham (TG Pole) 60 23912003 TL 75124 70876 Channel: Thu 31-Jan-19 Wed 06-Feb-19 2083 342 298 52.4 43.5 Southeastbound
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912003 Location Site 3, Cavenham Road, Tuddenham (TG Pole) Channel: Northwestbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 0 0 1 0 1 1 0 01:00 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 03:00 0 0 0 0 0 0 1 0 0 04:00 0 2 1 1 1 0 0 1 1 05:00 0 2 0 0 0 2 1 1 1 06:00 3 2 2 2 3 6 5 4 3 07:00 22 23 7 1 26 27 33 26 20 08:00 34 38 14 5 50 23 38 37 29 09:00 34 24 9 0 15 21 28 24 19 10:00 40 27 21 7 20 23 14 25 22 11:00 15 16 15 18 28 20 26 21 20 12:00 15 33 21 19 17 24 24 23 22 13:00 14 28 11 9 18 30 11 20 17 14:00 25 40 18 15 17 18 25 25 23 15:00 37 33 9 12 26 30 28 31 25 16:00 36 29 6 7 31 29 40 33 25 17:00 18 12 7 2 17 26 26 20 15 18:00 8 12 11 4 12 12 6 10 9 19:00 2 5 3 6 6 6 3 4 4 20:00 3 1 2 3 6 8 6 5 4 21:00 2 1 0 1 1 4 2 2 2 22:00 2 0 0 0 1 1 3 1 1 23:00 0 0 1 1 0 1 2 1 1 12H,7-19 298 315 149 99 277 283 299 294 246 16H,6-22 308 324 156 111 293 307 315 309 259 18H,6-24 310 324 157 112 294 309 320 311 261 24H,0-24 310 329 158 113 296 312 323 314 263
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912003 Location Site 3, Cavenham Road, Tuddenham (TG Pole) Channel: Southeastbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 0 0 0 0 0 0 0 01:00 0 0 1 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 04:00 1 0 1 0 2 1 3 1 1 05:00 1 5 2 0 7 4 3 4 3 06:00 18 15 11 7 21 20 22 19 16 07:00 43 31 22 7 33 36 44 37 31 08:00 48 38 19 12 43 44 41 43 35 09:00 30 27 10 10 25 29 25 27 22 10:00 31 30 15 18 23 31 35 30 26 11:00 15 33 10 15 24 25 29 25 22 12:00 17 18 19 23 19 16 18 18 19 13:00 15 19 14 16 26 22 27 22 20 14:00 34 30 16 15 19 30 17 26 23 15:00 18 17 11 22 20 36 45 27 24 16:00 29 20 10 14 17 27 19 22 19 17:00 10 8 7 7 11 25 16 14 12 18:00 8 6 7 7 9 16 14 11 10 19:00 4 5 6 4 7 7 8 6 6 20:00 4 5 0 2 2 5 5 4 3 21:00 5 2 3 0 2 2 0 2 2 22:00 1 0 4 1 1 3 1 1 2 23:00 0 4 1 2 1 1 1 1 1 12H,7-19 298 277 160 166 269 337 330 302 262 16H,6-22 329 304 180 179 301 371 365 334 290 18H,6-24 330 308 185 182 303 375 367 337 293 24H,0-24 332 314 189 182 313 380 373 342 298
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912003 Location Site 3, Cavenham Road, Tuddenham (TG Pole) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 2 0 0 1 0 1 1 0 01:00 0 0 1 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 03:00 0 0 0 0 1 0 1 0 0 04:00 1 2 2 1 3 1 3 2 2 05:00 1 7 2 0 7 6 4 5 4 06:00 21 17 13 9 24 26 27 23 19 07:00 65 54 29 8 59 63 77 63 51 08:00 82 76 33 17 93 67 79 80 64 09:00 64 51 19 10 40 50 53 51 41 10:00 71 57 36 25 43 54 49 55 48 11:00 30 49 25 33 52 45 55 46 42 12:00 32 51 40 42 36 40 42 41 41 13:00 29 47 25 25 44 52 38 42 37 14:00 59 70 34 30 36 48 42 51 46 15:00 55 50 20 34 46 66 73 58 49 16:00 65 49 16 21 48 56 59 55 44 17:00 28 20 14 9 28 51 42 34 27 18:00 16 18 18 11 21 28 20 21 19 19:00 6 10 9 10 13 13 11 10 10 20:00 7 6 2 5 8 13 11 9 7 21:00 7 3 3 1 3 6 2 4 4 22:00 3 0 4 1 2 4 4 2 3 23:00 0 4 2 3 1 2 3 2 2 12H,7-19 596 592 309 265 546 620 629 596 508 16H,6-22 637 628 336 290 594 678 680 643 549 18H,6-24 640 632 342 294 597 684 687 648 554 24H,0-24 642 643 347 295 609 692 696 656 561
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912003 Location Site 3, Cavenham Road, Tuddenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northwestbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 310 4 1.3 237 76.5 36 11.6 32 10.3 1 0.3 Fri 01-Feb-19 329 1 0.3 264 80.2 40 12.2 24 7.3 0 0.0 Sat 02-Feb-19 158 2 1.3 132 83.5 20 12.7 4 2.5 0 0.0 Sun 03-Feb-19 113 3 2.7 92 81.4 14 12.4 4 3.5 0 0.0 Mon 04-Feb-19 296 3 1.0 226 76.4 44 14.9 21 7.1 2 0.7 Tue 05-Feb-19 312 4 1.3 232 74.4 51 16.4 24 7.7 1 0.3 Wed 06-Feb-19 323 8 2.5 229 70.9 56 17.3 28 8.7 2 0.6 Total Vehicles [--] 1841 25 1.5 1412 77.6 261 13.9 137 6.7 6 0.3
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912003 Location Site 3, Cavenham Road, Tuddenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southeastbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 332 6 1.8 202 60.8 68 20.5 53 16.0 3 0.9 Fri 01-Feb-19 314 0 0.0 186 59.2 70 22.3 55 17.5 3 1.0 Sat 02-Feb-19 189 6 3.2 146 77.3 26 13.8 9 4.8 2 1.1 Sun 03-Feb-19 182 7 3.9 154 84.6 17 9.3 4 2.2 0 0.0 Mon 04-Feb-19 313 1 0.3 197 62.9 71 22.7 42 13.4 2 0.6 Tue 05-Feb-19 380 2 0.5 245 64.5 79 20.8 48 12.6 6 1.6 Wed 06-Feb-19 373 5 1.3 247 66.2 80 21.5 37 9.9 4 1.1 Total Vehicles [--] 2083 27 1.6 1377 67.9 411 18.7 248 10.9 20 0.9
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 1946 313 278 37.2 31.0 Site 4, The Street, Site No: Cavenham (TG Pole) 30 23912004 TL 76144 69867 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 2326 366 332 37.2 31.1
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912004 Location Site 4, The Street, Cavenham (TG Pole) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 0 1 1 0 1 1 1 01:00 1 0 0 1 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 03:00 0 0 0 1 0 0 1 0 0 04:00 0 2 1 1 1 0 0 1 1 05:00 3 3 3 0 3 7 7 5 4 06:00 9 11 1 0 11 11 13 11 8 07:00 16 14 5 3 20 18 21 18 14 08:00 19 22 6 8 26 22 32 24 19 09:00 14 19 12 3 15 10 24 16 14 10:00 17 16 15 10 21 17 24 19 17 11:00 21 18 20 21 22 20 21 20 20 12:00 17 29 24 27 10 18 23 19 21 13:00 24 20 16 20 15 28 16 21 20 14:00 28 24 19 19 20 23 33 26 24 15:00 24 22 23 16 32 24 30 26 24 16:00 34 25 13 12 26 30 42 31 26 17:00 29 30 16 10 34 41 25 32 26 18:00 18 20 14 5 19 19 17 19 16 19:00 8 12 12 7 13 11 7 10 10 20:00 3 3 4 4 8 5 9 6 5 21:00 2 3 1 2 1 5 6 3 3 22:00 3 1 1 0 2 4 5 3 2 23:00 1 0 4 0 2 2 4 2 2 12H,7-19 261 259 183 154 260 270 308 272 242 16H,6-22 283 288 201 167 293 302 343 302 268 18H,6-24 287 289 206 167 297 308 352 307 272 24H,0-24 291 295 210 171 302 316 361 313 278
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912004 Location Site 4, The Street, Cavenham (TG Pole) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 1 0 0 0 0 0 0 01:00 0 0 1 1 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 04:00 1 0 1 1 2 1 1 1 1 05:00 1 4 1 0 5 6 4 4 3 06:00 8 10 7 7 17 14 19 14 12 07:00 34 26 13 6 31 35 48 35 28 08:00 45 46 22 14 50 48 51 48 39 09:00 31 25 26 19 26 34 31 29 27 10:00 10 28 26 23 26 25 33 24 24 11:00 29 28 17 20 21 19 25 24 23 12:00 21 23 19 25 22 24 23 23 22 13:00 23 19 18 26 28 25 24 24 23 14:00 27 34 21 13 19 30 26 27 24 15:00 23 26 24 27 23 39 40 30 29 16:00 42 23 13 22 31 37 41 35 30 17:00 14 12 15 10 21 31 23 20 18 18:00 11 10 14 8 11 14 15 12 12 19:00 3 7 9 5 6 8 11 7 7 20:00 4 4 5 2 2 2 6 4 4 21:00 4 1 3 2 4 1 1 2 2 22:00 2 0 4 0 1 3 0 1 1 23:00 0 2 2 1 1 1 3 1 1 12H,7-19 310 300 228 213 309 361 380 332 300 16H,6-22 329 322 252 229 338 386 417 358 325 18H,6-24 331 324 258 230 340 390 420 361 328 24H,0-24 333 329 262 232 348 397 425 366 332
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912004 Location Site 4, The Street, Cavenham (TG Pole) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 2 1 1 1 0 1 1 1 01:00 1 0 1 2 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 03:00 0 0 0 1 1 0 1 0 0 04:00 1 2 2 2 3 1 1 2 2 05:00 4 7 4 0 8 13 11 9 7 06:00 17 21 8 7 28 25 32 25 20 07:00 50 40 18 9 51 53 69 53 42 08:00 64 68 28 22 76 70 83 72 58 09:00 45 44 38 22 41 44 55 45 41 10:00 27 44 41 33 47 42 57 43 41 11:00 50 46 37 41 43 39 46 44 43 12:00 38 52 43 52 32 42 46 42 43 13:00 47 39 34 46 43 53 40 45 43 14:00 55 58 40 32 39 53 59 53 48 15:00 47 48 47 43 55 63 70 56 53 16:00 76 48 26 34 57 67 83 66 56 17:00 43 42 31 20 55 72 48 52 44 18:00 29 30 28 13 30 33 32 31 28 19:00 11 19 21 12 19 19 18 17 17 20:00 7 7 9 6 10 7 15 10 9 21:00 6 4 4 4 5 6 7 5 5 22:00 5 1 5 0 3 7 5 4 3 23:00 1 2 6 1 3 3 7 3 3 12H,7-19 571 559 411 367 569 631 688 604 542 16H,6-22 612 610 453 396 631 688 760 660 593 18H,6-24 618 613 464 397 637 698 772 668 600 24H,0-24 624 624 472 403 650 713 786 679 610
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912004 Location Site 4, The Street, Cavenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 291 2 0.7 200 68.7 59 20.3 26 8.9 4 1.4 Fri 01-Feb-19 295 1 0.3 199 67.5 71 24.1 21 7.1 3 1.0 Sat 02-Feb-19 210 2 1.0 169 80.5 29 13.8 8 3.8 2 1.0 Sun 03-Feb-19 171 3 1.8 138 80.7 28 16.4 2 1.2 0 0.0 Mon 04-Feb-19 302 3 1.0 193 63.9 78 25.8 24 8.0 4 1.3 Tue 05-Feb-19 316 3 1.0 207 65.5 81 25.6 20 6.3 5 1.6 Wed 06-Feb-19 361 6 1.7 233 64.5 89 24.7 29 8.0 4 1.1 Total Vehicles [--] 1946 20 1.0 1339 70.2 435 21.5 130 6.2 22 1.1
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912004 Location Site 4, The Street, Cavenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 333 1 0.3 223 67.0 67 20.1 39 11.7 3 0.9 Fri 01-Feb-19 329 1 0.3 220 66.9 78 23.7 27 8.2 3 0.9 Sat 02-Feb-19 262 7 2.7 215 82.1 34 13.0 4 1.5 2 0.8 Sun 03-Feb-19 232 9 3.9 194 83.6 25 10.8 4 1.7 0 0.0 Mon 04-Feb-19 348 1 0.3 228 65.5 87 25.0 30 8.6 2 0.6 Tue 05-Feb-19 397 1 0.3 277 69.8 90 22.7 25 6.3 4 1.0 Wed 06-Feb-19 425 4 0.9 296 69.7 91 21.4 30 7.1 4 0.9 Total Vehicles [--] 2326 24 1.2 1653 72.1 472 19.5 159 6.5 18 0.7
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Thu 31-Jan-19 Wed 06-Feb-19 993 153 142 48.4 40.1 Site 5, Icknield Way, Northeastbound Site No: Cavenham (Tree) 60 23912005 TL 75400 68679 Channel: Thu 31-Jan-19 Wed 06-Feb-19 917 140 131 47.0 39.2 Southwestbound
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912005 Location Site 5, Icknield Way, Cavenham (Tree) Channel: Northeastbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 0 0 0 0 0 0 0 0 01:00 1 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 1 0 0 0 0 0 04:00 0 0 0 0 4 0 4 2 1 05:00 0 0 0 0 0 0 0 0 0 06:00 4 3 0 1 2 4 2 3 2 07:00 8 8 2 1 13 7 4 8 6 08:00 1 13 5 4 6 8 11 8 7 09:00 3 11 6 10 12 7 12 9 9 10:00 14 7 18 19 8 13 8 10 12 11:00 6 8 10 15 9 12 12 9 10 12:00 6 10 11 15 7 11 16 10 11 13:00 13 8 10 13 8 8 6 9 9 14:00 12 7 14 11 15 9 15 12 12 15:00 11 10 9 9 5 18 13 11 11 16:00 10 21 5 9 14 16 18 16 13 17:00 18 16 6 5 30 26 17 21 17 18:00 12 14 3 3 7 6 11 10 8 19:00 5 7 3 1 8 11 4 7 6 20:00 2 2 5 1 4 3 4 3 3 21:00 1 3 0 0 2 3 3 2 2 22:00 2 0 1 1 3 2 2 2 2 23:00 1 0 1 0 2 0 2 1 1 12H,7-19 114 133 99 114 134 141 143 133 125 16H,6-22 126 148 107 117 150 162 156 148 138 18H,6-24 129 148 109 118 155 164 160 151 140 24H,0-24 130 148 109 119 159 164 164 153 142
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912005 Location Site 5, Icknield Way, Cavenham (Tree) Channel: Southwestbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 0 1 1 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 1 1 0 0 0 0 04:00 0 0 1 0 0 1 1 0 0 05:00 0 0 0 0 2 1 2 1 1 06:00 9 4 1 3 12 8 6 8 6 07:00 16 16 6 2 13 19 25 18 14 08:00 19 16 7 4 23 20 23 20 16 09:00 4 7 13 8 12 12 10 9 9 10:00 7 7 17 7 10 11 16 10 11 11:00 9 7 8 9 10 10 6 8 8 12:00 6 7 7 13 13 10 6 8 9 13:00 9 7 8 9 11 7 13 9 9 14:00 10 12 13 14 14 16 12 13 13 15:00 7 6 6 9 1 10 11 7 7 16:00 13 8 6 12 13 10 13 11 11 17:00 2 6 6 5 8 7 9 6 6 18:00 1 13 4 3 1 2 4 4 4 19:00 3 4 7 2 2 4 2 3 3 20:00 2 2 0 1 1 0 1 1 1 21:00 1 1 0 0 1 1 0 1 1 22:00 0 0 2 0 0 0 1 0 0 23:00 0 0 1 0 1 0 0 0 0 12H,7-19 103 112 101 95 129 134 148 125 117 16H,6-22 118 123 109 101 145 147 157 138 129 18H,6-24 118 123 112 101 146 147 158 138 129 24H,0-24 118 123 114 103 149 149 161 140 131
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912005 Location Site 5, Icknield Way, Cavenham (Tree) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 0 1 1 0 0 0 0 0 01:00 1 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 2 1 0 0 0 0 04:00 0 0 1 0 4 1 5 2 1 05:00 0 0 0 0 2 1 2 1 1 06:00 13 7 1 4 14 12 8 11 8 07:00 24 24 8 3 26 26 29 26 20 08:00 20 29 12 8 29 28 34 28 23 09:00 7 18 19 18 24 19 22 18 18 10:00 21 14 35 26 18 24 24 20 23 11:00 15 15 18 24 19 22 18 17 18 12:00 12 17 18 28 20 21 22 18 20 13:00 22 15 18 22 19 15 19 18 18 14:00 22 19 27 25 29 25 27 25 25 15:00 18 16 15 18 6 28 24 18 18 16:00 23 29 11 21 27 26 31 27 24 17:00 20 22 12 10 38 33 26 27 23 18:00 13 27 7 6 8 8 15 14 12 19:00 8 11 10 3 10 15 6 10 9 20:00 4 4 5 2 5 3 5 4 4 21:00 2 4 0 0 3 4 3 3 3 22:00 2 0 3 1 3 2 3 2 2 23:00 1 0 2 0 3 0 2 1 1 12H,7-19 217 245 200 209 263 275 291 258 242 16H,6-22 244 271 216 218 295 309 313 286 267 18H,6-24 247 271 221 219 301 311 318 289 269 24H,0-24 248 271 223 222 308 313 325 293 273
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912005 Location Site 5, Icknield Way, Cavenham (Tree) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northeastbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 130 0 0.0 106 81.5 20 15.4 4 3.1 0 0.0 Fri 01-Feb-19 148 0 0.0 113 76.4 30 20.3 5 3.4 0 0.0 Sat 02-Feb-19 109 0 0.0 87 79.8 16 14.7 6 5.5 0 0.0 Sun 03-Feb-19 119 2 1.7 105 88.2 12 10.1 0 0.0 0 0.0 Mon 04-Feb-19 159 1 0.6 122 76.7 29 18.2 7 4.4 0 0.0 Tue 05-Feb-19 164 1 0.6 127 77.4 30 18.3 4 2.4 2 1.2 Wed 06-Feb-19 164 2 1.2 122 74.4 37 22.6 2 1.2 1 0.6 Total Vehicles [--] 993 6 0.6 782 79.2 174 17.1 28 2.9 3 0.3
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912005 Location Site 5, Icknield Way, Cavenham (Tree) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southwestbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 118 0 0.0 88 74.6 19 16.1 11 9.3 0 0.0 Fri 01-Feb-19 123 1 0.8 96 78.1 23 18.7 3 2.4 0 0.0 Sat 02-Feb-19 114 2 1.8 90 79.0 19 16.7 3 2.6 0 0.0 Sun 03-Feb-19 103 2 1.9 92 89.3 9 8.7 0 0.0 0 0.0 Mon 04-Feb-19 149 0 0.0 114 76.5 29 19.5 6 4.0 0 0.0 Tue 05-Feb-19 149 3 2.0 111 74.5 31 20.8 2 1.3 2 1.3 Wed 06-Feb-19 161 2 1.2 126 78.3 29 18.0 2 1.2 2 1.2 Total Vehicles [--] 917 10 1.1 717 78.6 159 16.9 27 3.0 4 0.4
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Site 6, Higham Road, Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 11700 1823 1671 63.2 55.1 Site No: Cavenham 60 23912006 (Reduce Speed SP) TL 74205 68083 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 15219 2407 2174 58.2 50.8
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912006 Location Site 6, Higham Road, Cavenham (Reduce Speed SP) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 6 5 7 19 7 15 5 8 9 01:00 7 5 5 15 1 3 2 4 5 02:00 5 2 7 11 6 5 1 4 5 03:00 5 7 10 11 7 7 7 7 8 04:00 9 6 5 7 9 12 10 9 8 05:00 33 30 17 7 18 38 35 31 25 06:00 103 118 18 6 51 126 122 104 78 07:00 128 147 41 21 112 165 158 142 110 08:00 119 105 46 33 125 117 137 121 97 09:00 122 101 78 70 101 134 117 115 103 10:00 85 72 84 88 92 67 105 84 85 11:00 96 84 99 77 119 88 110 99 96 12:00 103 94 111 97 96 91 87 94 97 13:00 99 108 106 105 97 99 118 104 105 14:00 104 113 113 94 102 101 137 111 109 15:00 115 116 120 98 140 115 140 125 121 16:00 153 150 128 108 172 182 156 163 150 17:00 156 135 99 91 144 186 193 163 143 18:00 102 102 101 64 109 112 127 110 102 19:00 59 72 56 50 62 97 58 70 65 20:00 54 40 58 45 49 54 62 52 52 21:00 43 39 37 25 45 34 47 42 39 22:00 39 45 34 23 33 45 42 41 37 23:00 16 30 30 12 21 16 23 21 21 12H,7-19 1382 1327 1126 946 1409 1457 1585 1432 1319 16H,6-22 1641 1596 1295 1072 1616 1768 1874 1699 1552 18H,6-24 1696 1671 1359 1107 1670 1829 1939 1761 1610 24H,0-24 1761 1726 1410 1177 1718 1909 1999 1823 1671
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912006 Location Site 6, Higham Road, Cavenham (Reduce Speed SP) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 15 12 15 16 5 6 12 10 12 01:00 6 5 4 9 6 5 4 5 6 02:00 6 7 7 7 6 5 10 7 7 03:00 6 3 11 8 19 5 4 7 8 04:00 18 23 14 7 28 19 29 23 20 05:00 32 35 22 10 35 28 36 33 28 06:00 95 102 34 18 81 92 96 93 74 07:00 217 227 69 38 242 254 268 242 188 08:00 294 247 97 44 265 351 332 298 233 09:00 162 149 115 89 148 176 161 159 143 10:00 134 118 170 130 118 116 144 126 133 11:00 131 123 186 154 115 100 131 120 134 12:00 118 108 181 150 137 95 112 114 129 13:00 133 127 171 126 144 127 126 131 136 14:00 134 136 151 102 162 147 159 148 142 15:00 158 175 116 85 162 154 147 159 142 16:00 217 206 90 97 171 226 242 212 178 17:00 187 173 82 74 149 239 221 194 161 18:00 129 172 102 62 111 155 149 143 126 19:00 64 78 68 50 64 75 88 74 70 20:00 44 45 37 26 44 41 40 43 40 21:00 27 31 27 30 22 28 32 28 28 22:00 18 28 29 18 9 28 16 20 21 23:00 17 26 27 7 10 15 20 18 17 12H,7-19 2014 1961 1530 1151 1924 2140 2192 2046 1845 16H,6-22 2244 2217 1696 1275 2135 2376 2448 2284 2056 18H,6-24 2279 2271 1752 1300 2154 2419 2484 2321 2094 24H,0-24 2362 2356 1825 1357 2253 2487 2579 2407 2174
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912006 Location Site 6, Higham Road, Cavenham (Reduce Speed SP) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 21 17 22 35 12 21 17 18 21 01:00 13 10 9 24 7 8 6 9 11 02:00 11 9 14 18 12 10 11 11 12 03:00 11 10 21 19 26 12 11 14 16 04:00 27 29 19 14 37 31 39 32 28 05:00 65 65 39 17 53 66 71 64 53 06:00 198 220 52 24 132 218 218 197 152 07:00 345 374 110 59 354 419 426 384 298 08:00 413 352 143 77 390 468 469 419 330 09:00 284 250 193 159 249 310 278 274 246 10:00 219 190 254 218 210 183 249 210 218 11:00 227 207 285 231 234 188 241 219 230 12:00 221 202 292 247 233 186 199 208 226 13:00 232 235 277 231 241 226 244 235 241 14:00 238 249 264 196 264 248 296 259 251 15:00 273 291 236 183 302 269 287 284 263 16:00 370 356 218 205 343 408 398 375 328 17:00 343 308 181 165 293 425 414 357 304 18:00 231 274 203 126 220 267 276 253 228 19:00 123 150 124 100 126 172 146 144 135 20:00 98 85 95 71 93 95 102 95 92 21:00 70 70 64 55 67 62 79 70 67 22:00 57 73 63 41 42 73 58 61 58 23:00 33 56 57 19 31 31 43 39 38 12H,7-19 3396 3288 2656 2097 3333 3597 3777 3478 3164 16H,6-22 3885 3813 2991 2347 3751 4144 4322 3983 3608 18H,6-24 3975 3942 3111 2407 3824 4248 4423 4082 3704 24H,0-24 4123 4082 3235 2534 3971 4396 4578 4230 3845
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912006 Location Site 6, Higham Road, Cavenham (Reduce Speed SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 1761 0 0.0 1408 80.0 293 16.6 55 3.1 5 0.3 Fri 01-Feb-19 1726 0 0.0 1418 82.2 266 15.4 37 2.1 5 0.3 Sat 02-Feb-19 1410 1 0.1 1230 87.2 162 11.5 17 1.2 0 0.0 Sun 03-Feb-19 1177 3 0.3 1018 86.5 141 12.0 14 1.2 1 0.1 Mon 04-Feb-19 1718 2 0.1 1365 79.5 280 16.3 64 3.7 7 0.4 Tue 05-Feb-19 1909 2 0.1 1569 82.2 289 15.1 46 2.4 3 0.2 Wed 06-Feb-19 1999 3 0.2 1650 82.5 259 13.0 80 4.0 7 0.4 Total Vehicles [--] 11700 11 0.1 9658 82.9 1690 14.3 313 2.5 28 0.2
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912006 Location Site 6, Higham Road, Cavenham (Reduce Speed SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 2362 1 0.0 1875 79.4 352 14.9 118 5.0 16 0.7 Fri 01-Feb-19 2356 2 0.1 1877 79.7 372 15.8 92 3.9 13 0.6 Sat 02-Feb-19 1825 5 0.3 1544 84.6 211 11.6 64 3.5 1 0.1 Sun 03-Feb-19 1357 3 0.2 1160 85.5 176 13.0 17 1.3 1 0.1 Mon 04-Feb-19 2253 2 0.1 1777 78.9 361 16.0 103 4.6 10 0.4 Tue 05-Feb-19 2487 1 0.0 2009 80.8 363 14.6 100 4.0 14 0.6 Wed 06-Feb-19 2579 8 0.3 2051 79.5 378 14.7 130 5.0 12 0.5 Total Vehicles [--] 15219 22 0.2 12293 81.2 2213 14.4 624 3.9 67 0.4
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Site 7, Coalpit Lane, Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 12134 1888 1733 65.2 55.8 Site No: Cavenham 60 23912007 (Reduce Speed SP) TL 74390 67710 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 15367 2422 2195 59.7 51.7
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912007 Location Site 7, Coalpit Lane, Cavenham (Reduce Speed SP) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 6 5 7 19 7 15 6 8 9 01:00 8 5 5 15 2 1 2 4 5 02:00 5 2 6 11 6 3 1 3 5 03:00 4 6 10 12 7 7 6 6 7 04:00 9 6 5 7 9 12 10 9 8 05:00 33 30 17 7 14 39 36 30 25 06:00 125 118 18 5 52 127 127 110 82 07:00 153 152 40 23 126 172 168 154 119 08:00 138 118 48 32 142 123 132 131 105 09:00 119 103 83 75 101 140 123 117 106 10:00 82 73 81 93 96 78 103 86 87 11:00 107 89 101 83 122 98 115 106 102 12:00 107 100 116 102 93 91 95 97 101 13:00 107 110 114 112 98 98 120 107 108 14:00 108 109 125 95 102 100 140 112 111 15:00 118 114 124 103 138 116 145 126 123 16:00 159 156 130 112 165 179 153 162 151 17:00 160 139 107 94 166 190 195 170 150 18:00 111 109 104 67 113 109 134 115 107 19:00 64 78 58 51 66 102 57 73 68 20:00 56 41 64 46 51 55 62 53 54 21:00 45 40 38 26 47 37 47 43 40 22:00 41 45 34 25 36 48 45 43 39 23:00 15 30 30 12 23 15 25 22 21 12H,7-19 1469 1372 1173 991 1462 1494 1623 1484 1369 16H,6-22 1759 1649 1351 1119 1678 1815 1916 1763 1612 18H,6-24 1815 1724 1415 1156 1737 1878 1986 1828 1673 24H,0-24 1880 1778 1465 1227 1782 1955 2047 1888 1733
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912007 Location Site 7, Coalpit Lane, Cavenham (Reduce Speed SP) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 15 12 16 17 5 5 13 10 12 01:00 7 6 4 8 5 5 4 5 6 02:00 6 7 7 7 6 5 9 7 7 03:00 4 3 11 8 18 3 4 6 7 04:00 12 14 14 7 17 13 19 15 14 05:00 32 33 23 11 31 24 32 30 27 06:00 94 99 36 18 87 96 96 94 75 07:00 216 223 71 37 242 257 266 241 187 08:00 297 245 103 43 260 341 331 295 231 09:00 164 154 123 89 143 179 168 162 146 10:00 139 125 168 132 124 116 151 131 136 11:00 134 123 185 154 117 110 136 124 137 12:00 120 110 182 154 141 94 116 116 131 13:00 134 137 177 125 132 128 127 132 137 14:00 142 137 150 109 162 139 154 147 142 15:00 167 174 121 87 147 150 156 159 143 16:00 226 200 95 103 180 228 248 216 183 17:00 193 178 88 77 156 239 227 199 165 18:00 128 176 108 63 113 153 153 145 128 19:00 66 82 74 51 67 81 90 77 73 20:00 46 46 37 28 44 43 43 44 41 21:00 29 33 25 29 23 30 33 30 29 22:00 18 28 32 19 10 28 16 20 22 23:00 17 24 26 7 8 15 21 17 17 12H,7-19 2060 1982 1571 1173 1917 2134 2233 2065 1867 16H,6-22 2295 2242 1743 1299 2138 2384 2495 2311 2085 18H,6-24 2330 2294 1801 1325 2156 2427 2532 2348 2124 24H,0-24 2406 2369 1876 1383 2238 2482 2613 2422 2195
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912007 Location Site 7, Coalpit Lane, Cavenham (Reduce Speed SP) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 21 17 23 36 12 20 19 18 21 01:00 15 11 9 23 7 6 6 9 11 02:00 11 9 13 18 12 8 10 10 12 03:00 8 9 21 20 25 10 10 12 14 04:00 21 20 19 14 26 25 29 24 22 05:00 65 63 40 18 45 63 68 60 52 06:00 219 217 54 23 139 223 223 204 157 07:00 369 375 111 60 368 429 434 395 306 08:00 435 363 151 75 402 464 463 426 336 09:00 283 257 206 164 244 319 291 279 252 10:00 221 198 249 225 220 194 254 217 223 11:00 241 212 286 237 239 208 251 230 239 12:00 227 210 298 256 234 185 211 213 232 13:00 241 247 291 237 230 226 247 239 245 14:00 250 246 275 204 264 239 294 259 253 15:00 285 288 245 190 285 266 301 285 266 16:00 385 356 225 215 345 407 401 378 334 17:00 353 317 195 171 322 429 422 369 315 18:00 239 285 212 130 226 262 287 260 235 19:00 130 160 132 102 133 183 147 150 141 20:00 102 87 101 74 95 98 105 97 95 21:00 74 73 63 55 70 67 80 73 69 22:00 59 73 66 44 46 76 61 63 61 23:00 32 54 56 19 31 30 46 39 38 12H,7-19 3529 3354 2744 2164 3379 3628 3856 3549 3236 16H,6-22 4054 3891 3094 2418 3816 4199 4411 4074 3697 18H,6-24 4145 4018 3216 2481 3893 4305 4518 4176 3797 24H,0-24 4286 4147 3341 2610 4020 4437 4660 4310 3928
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912007 Location Site 7, Coalpit Lane, Cavenham (Reduce Speed SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 1880 2 0.1 1539 81.9 279 14.8 55 2.9 5 0.3 Fri 01-Feb-19 1778 1 0.1 1461 82.2 271 15.2 40 2.3 5 0.3 Sat 02-Feb-19 1465 1 0.1 1288 87.9 161 11.0 15 1.0 0 0.0 Sun 03-Feb-19 1227 2 0.2 1076 87.7 136 11.1 12 1.0 1 0.1 Mon 04-Feb-19 1782 4 0.2 1423 79.9 303 17.0 46 2.6 6 0.3 Tue 05-Feb-19 1955 4 0.2 1570 80.3 327 16.7 50 2.6 4 0.2 Wed 06-Feb-19 2047 6 0.3 1657 81.0 310 15.1 71 3.5 3 0.2 Total Vehicles [--] 12134 20 0.2 10014 83.0 1787 14.4 289 2.3 24 0.2
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912007 Location Site 7, Coalpit Lane, Cavenham (Reduce Speed SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 2406 1 0.0 1988 82.6 296 12.3 115 4.8 6 0.3 Fri 01-Feb-19 2369 1 0.0 1978 83.5 303 12.8 80 3.4 7 0.3 Sat 02-Feb-19 1876 5 0.3 1654 88.2 157 8.4 60 3.2 0 0.0 Sun 03-Feb-19 1383 4 0.3 1220 88.2 141 10.2 17 1.2 1 0.1 Mon 04-Feb-19 2238 4 0.2 1842 82.3 308 13.8 77 3.4 7 0.3 Tue 05-Feb-19 2482 2 0.1 2060 83.0 319 12.9 90 3.6 11 0.4 Wed 06-Feb-19 2613 7 0.3 2139 81.9 339 13.0 120 4.6 8 0.3 Total Vehicles [--] 15367 24 0.2 12881 84.2 1863 11.9 559 3.5 40 0.2
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 1755 285 251 49.8 42.2 Site 8, Un-Named Road, Site No: Cavenham (TG Pole) 60 23912008 TL 77395 68091 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 2106 333 301 49.8 42.0
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912008 Location Site 8, Un-Named Road, Cavenham (TG Pole) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 0 1 1 0 1 1 1 01:00 0 0 0 1 1 0 0 0 0 02:00 1 0 0 0 0 1 0 0 0 03:00 0 0 0 0 1 0 1 0 0 04:00 0 2 1 1 1 0 0 1 1 05:00 4 4 3 0 3 6 7 5 4 06:00 10 10 0 0 11 12 15 12 8 07:00 17 19 2 4 20 14 22 18 14 08:00 21 28 4 5 26 24 29 26 20 09:00 11 12 8 2 14 13 24 15 12 10:00 15 23 13 10 14 35 25 22 19 11:00 12 13 15 22 19 17 15 15 16 12:00 21 24 16 23 11 12 19 17 18 13:00 13 11 15 21 12 26 15 15 16 14:00 28 19 17 19 18 19 27 22 21 15:00 23 22 17 16 29 21 22 23 21 16:00 32 21 14 11 24 28 43 30 25 17:00 24 20 19 7 27 32 25 26 22 18:00 17 9 11 5 16 15 11 14 12 19:00 8 5 12 5 8 14 7 8 8 20:00 4 2 3 2 7 7 9 6 5 21:00 2 5 3 0 5 3 7 4 4 22:00 4 2 2 0 2 3 5 3 3 23:00 1 1 1 0 0 2 0 1 1 12H,7-19 234 221 151 145 230 256 277 244 216 16H,6-22 258 243 169 152 261 292 315 274 241 18H,6-24 263 246 172 152 263 297 320 278 245 24H,0-24 268 253 176 155 270 304 329 285 251
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912008 Location Site 8, Un-Named Road, Cavenham (TG Pole) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 1 0 0 0 0 0 0 01:00 0 0 1 1 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 04:00 1 0 0 0 2 1 0 1 1 05:00 2 5 2 1 2 5 3 3 3 06:00 5 7 6 6 12 9 13 9 8 07:00 31 22 11 8 24 31 38 29 24 08:00 31 34 16 12 44 43 45 39 32 09:00 23 17 17 16 17 30 29 23 21 10:00 18 33 20 21 23 16 31 24 23 11:00 16 24 14 23 20 19 23 20 20 12:00 24 20 20 23 19 23 23 22 22 13:00 14 16 16 19 31 24 25 22 21 14:00 30 21 14 17 16 30 32 26 23 15:00 24 30 19 25 24 24 33 27 26 16:00 44 18 15 21 33 46 34 35 30 17:00 16 13 18 9 18 37 25 22 19 18:00 14 22 11 8 14 15 16 16 14 19:00 4 5 6 2 5 9 11 7 6 20:00 3 6 3 2 3 3 4 4 3 21:00 4 0 3 0 2 1 1 2 2 22:00 1 0 7 0 1 1 0 1 1 23:00 0 2 5 0 0 2 0 1 1 12H,7-19 285 270 191 202 283 338 354 306 275 16H,6-22 301 288 209 212 305 360 383 327 294 18H,6-24 302 290 221 212 306 363 383 329 297 24H,0-24 305 296 225 214 311 369 386 333 301
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912008 Location Site 8, Un-Named Road, Cavenham (TG Pole) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 2 1 1 1 0 1 1 1 01:00 0 0 1 2 1 0 0 0 0 02:00 1 0 0 0 0 1 0 0 0 03:00 0 0 0 0 2 0 1 0 0 04:00 1 2 1 1 3 1 0 2 2 05:00 6 9 5 1 5 11 10 8 7 06:00 15 17 6 6 23 21 28 21 16 07:00 48 41 13 12 44 45 60 47 38 08:00 52 62 20 17 70 67 74 65 52 09:00 34 29 25 18 31 43 53 38 33 10:00 33 56 33 31 37 51 56 46 42 11:00 28 37 29 45 39 36 38 35 36 12:00 45 44 36 46 30 35 42 39 40 13:00 27 27 31 40 43 50 40 37 37 14:00 58 40 31 36 34 49 59 48 44 15:00 47 52 36 41 53 45 55 50 47 16:00 76 39 29 32 57 74 77 65 55 17:00 40 33 37 16 45 69 50 48 41 18:00 31 31 22 13 30 30 27 30 26 19:00 12 10 18 7 13 23 18 15 14 20:00 7 8 6 4 10 10 13 10 8 21:00 6 5 6 0 7 4 8 6 6 22:00 5 2 9 0 3 4 5 4 4 23:00 1 3 6 0 0 4 0 2 2 12H,7-19 519 491 342 347 513 594 631 550 491 16H,6-22 559 531 378 364 566 652 698 601 535 18H,6-24 565 536 393 364 569 660 703 607 542 24H,0-24 573 549 401 369 581 673 715 618 552
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912008 Location Site 8, Un-Named Road, Cavenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 268 1 0.4 197 73.5 44 16.4 22 8.2 4 1.5 Fri 01-Feb-19 253 0 0.0 174 68.8 63 24.9 15 5.9 1 0.4 Sat 02-Feb-19 176 3 1.7 154 87.5 17 9.7 0 0.0 2 1.1 Sun 03-Feb-19 155 2 1.3 126 81.3 22 14.2 5 3.2 0 0.0 Mon 04-Feb-19 270 4 1.5 187 69.3 51 18.9 26 9.6 2 0.7 Tue 05-Feb-19 304 3 1.0 203 66.8 70 23.0 22 7.2 6 2.0 Wed 06-Feb-19 329 5 1.5 230 69.9 60 18.2 29 8.8 5 1.5 Total Vehicles [--] 1755 18 1.1 1271 73.9 327 17.9 119 6.2 20 1.0
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912008 Location Site 8, Un-Named Road, Cavenham (TG Pole) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 305 1 0.3 206 67.5 70 23.0 25 8.2 3 1.0 Fri 01-Feb-19 296 1 0.3 203 68.6 70 23.7 21 7.1 1 0.3 Sat 02-Feb-19 225 7 3.1 198 88.0 16 7.1 2 0.9 2 0.9 Sun 03-Feb-19 214 13 6.1 170 79.4 27 12.6 4 1.9 0 0.0 Mon 04-Feb-19 311 2 0.6 215 69.1 62 19.9 29 9.3 3 1.0 Tue 05-Feb-19 369 2 0.5 266 72.1 73 19.8 26 7.1 2 0.5 Wed 06-Feb-19 386 7 1.8 279 72.3 68 17.6 28 7.3 4 1.0 Total Vehicles [--] 2106 33 1.8 1537 73.9 386 17.7 135 6.0 15 0.7
Data produced by 1 of 1 Axiom Traffic Ltd
23912 CAVENHAM Posted FEBRUARY 2019 Speed Site Location Direction Start Date End Date Limit Total Average Average (PSL) Vehicles 5 Day Ave. 7 Day Ave. 85%ile Speed Mean Speed
Channel: Northbound Thu 31-Jan-19 Wed 06-Feb-19 1217 203 174 32.1 26.9 Site 9, Un-Named Road, Site No: Risby (Give Way SP) 60 23912009 TL 78287 66126 Channel: Southbound Thu 31-Jan-19 Wed 06-Feb-19 1738 279 248 34.4 28.9
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912009 Location Site 9, Un-Named Road, Risby (Give Way SP) Channel: Northbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 3 2 1 0 1 1 1 01:00 0 0 0 1 3 0 0 1 1 02:00 1 1 1 0 0 1 3 1 1 03:00 0 1 0 0 2 1 1 1 1 04:00 3 4 3 1 2 2 0 2 2 05:00 7 4 3 0 3 5 5 5 4 06:00 6 7 1 0 12 10 17 10 8 07:00 15 18 1 3 20 10 17 16 12 08:00 10 22 1 2 25 17 23 19 14 09:00 7 10 7 3 9 7 12 9 8 10:00 12 18 6 8 12 18 19 16 13 11:00 13 11 10 17 20 16 13 15 14 12:00 14 18 3 11 10 13 15 14 12 13:00 8 11 6 12 11 19 13 12 11 14:00 25 12 7 10 13 13 20 17 14 15:00 16 8 7 8 14 12 12 12 11 16:00 17 10 14 7 14 19 35 19 17 17:00 15 8 9 5 15 11 13 12 11 18:00 10 5 4 5 11 7 6 8 7 19:00 4 5 10 2 5 10 3 5 6 20:00 2 2 3 1 1 4 2 2 2 21:00 1 2 1 0 4 1 5 3 2 22:00 2 1 2 1 1 4 1 2 2 23:00 0 0 1 0 4 0 0 1 1 12H,7-19 162 151 75 91 174 162 198 169 145 16H,6-22 175 167 90 94 196 187 225 190 162 18H,6-24 177 168 93 95 201 191 226 193 164 24H,0-24 188 179 103 99 212 200 236 203 174
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912009 Location Site 9, Un-Named Road, Risby (Give Way SP) Channel: Southbound
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 1 1 1 0 0 0 0 0 01:00 0 0 2 1 0 0 0 0 0 02:00 0 0 0 1 3 0 0 1 1 03:00 0 1 0 0 5 1 8 3 2 04:00 2 3 0 0 1 2 0 2 1 05:00 4 5 3 1 1 3 3 3 3 06:00 4 3 5 5 6 3 6 4 5 07:00 16 16 9 4 16 22 25 19 15 08:00 24 21 9 13 29 26 31 26 22 09:00 15 17 15 10 14 24 17 17 16 10:00 10 28 13 16 21 14 24 19 18 11:00 16 31 13 18 26 18 27 24 21 12:00 20 20 17 16 19 28 25 22 21 13:00 9 19 15 13 29 15 18 18 17 14:00 22 12 11 18 11 26 26 19 18 15:00 21 28 15 18 23 19 28 24 22 16:00 38 17 12 14 24 45 38 32 27 17:00 14 9 9 8 18 32 22 19 16 18:00 12 19 7 6 15 12 14 14 12 19:00 2 5 2 3 4 7 8 5 4 20:00 3 6 3 4 2 1 3 3 3 21:00 3 0 2 0 1 1 1 1 1 22:00 1 0 6 0 1 1 1 1 1 23:00 0 2 4 0 0 2 0 1 1 12H,7-19 217 237 145 154 245 281 295 255 225 16H,6-22 229 251 157 166 258 293 313 269 238 18H,6-24 230 253 167 166 259 296 314 270 241 24H,0-24 236 263 173 170 269 302 325 279 248
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912009 Location Site 9, Un-Named Road, Risby (Give Way SP) Channel: Combined
Thu Fri Sat Sun Mon Tue Wed 5-Day 7-Day TIME PERIOD 31/01/19 01/02/19 02/02/19 03/02/19 04/02/19 05/02/19 06/02/19 Av Av Week Begin: 31-Jan-19 00:00 0 2 4 3 1 0 1 1 1 01:00 0 0 2 2 3 0 0 1 1 02:00 1 1 1 1 3 1 3 2 2 03:00 0 2 0 0 7 2 9 4 3 04:00 5 7 3 1 3 4 0 4 3 05:00 11 9 6 1 4 8 8 8 7 06:00 10 10 6 5 18 13 23 14 13 07:00 31 34 10 7 36 32 42 35 27 08:00 34 43 10 15 54 43 54 45 36 09:00 22 27 22 13 23 31 29 26 24 10:00 22 46 19 24 33 32 43 35 31 11:00 29 42 23 35 46 34 40 39 35 12:00 34 38 20 27 29 41 40 36 33 13:00 17 30 21 25 40 34 31 30 28 14:00 47 24 18 28 24 39 46 36 32 15:00 37 36 22 26 37 31 40 36 33 16:00 55 27 26 21 38 64 73 51 44 17:00 29 17 18 13 33 43 35 31 27 18:00 22 24 11 11 26 19 20 22 19 19:00 6 10 12 5 9 17 11 10 10 20:00 5 8 6 5 3 5 5 5 5 21:00 4 2 3 0 5 2 6 4 3 22:00 3 1 8 1 2 5 2 3 3 23:00 0 2 5 0 4 2 0 2 2 12H,7-19 379 388 220 245 419 443 493 424 370 16H,6-22 404 418 247 260 454 480 538 459 400 18H,6-24 407 421 260 261 460 487 540 463 405 24H,0-24 424 442 276 269 481 502 561 482 422
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912009 Location Site 9, Un-Named Road, Risby (Give Way SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Northbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 188 1 0.5 136 72.3 32 17.0 18 9.6 1 0.5 Fri 01-Feb-19 179 1 0.6 118 65.9 43 24.0 17 9.5 0 0.0 Sat 02-Feb-19 103 1 1.0 86 83.5 13 12.6 3 2.9 0 0.0 Sun 03-Feb-19 99 1 1.0 79 79.8 15 15.2 4 4.0 0 0.0 Mon 04-Feb-19 212 2 0.9 148 69.8 40 18.9 21 9.9 1 0.5 Tue 05-Feb-19 200 2 1.0 138 69.0 40 20.0 17 8.5 3 1.5 Wed 06-Feb-19 236 2 0.9 161 68.2 50 21.2 21 8.9 2 0.9 Total Vehicles [--] 1217 10 0.8 866 72.7 233 18.4 101 7.6 7 0.5
Data produced by 1 of 1 Axiom Traffic Ltd 23912 CAVENHAM Site No: 23912009 Location Site 9, Un-Named Road, Risby (Give Way SP) Thu 31-Jan-19 to Wed 06-Feb-19 Channel: Southbound
TIME TOTAL MOTOR- MOTOR- PERIOD VEHICLES CYCLES CYCLES% CARS CARS % LGV LGV % HGV HGV % BUS BUS % Daily Totals Thu 31-Jan-19 236 0 0.0 143 60.6 62 26.3 27 11.4 4 1.7 Fri 01-Feb-19 263 1 0.4 166 63.1 72 27.4 24 9.1 0 0.0 Sat 02-Feb-19 173 3 1.7 154 89.0 13 7.5 3 1.7 0 0.0 Sun 03-Feb-19 170 6 3.5 130 76.5 29 17.1 5 2.9 0 0.0 Mon 04-Feb-19 269 1 0.4 174 64.7 64 23.8 29 10.8 1 0.4 Tue 05-Feb-19 302 1 0.3 211 69.9 63 20.9 25 8.3 2 0.7 Wed 06-Feb-19 325 4 1.2 226 69.5 66 20.3 27 8.3 2 0.6 Total Vehicles [--] 1738 16 1.1 1204 70.5 369 20.5 140 7.5 9 0.5
Data produced by 1 of 1 Axiom Traffic Ltd