Off-road Traffic Survey, Farringdon

Similar documents
2014 QUICK FACTS ILLINOIS CRASH INFORMATION. Illinois Emergency Medical Services for Children February 2016 Edition

2012 QUICK FACTS ILLINOIS CRASH INFORMATION. Illinois Emergency Medical Services for Children September 2014 Edition

Proposed Development by Cala Homes in Dollicott - Report o n Roads and Traffic

SHOTLEY BRIDGE VILLAGE TRUST

COLLISION STATISTICS May Engineering Services Box 5008, th Avenue Red Deer, AB T4N 3T4

Report on trends in mode share of vehicles and people crossing the Canal Cordon to 2013

Appendix BGH 1. Location Plan of Traffic Survey Sites

Pounding the pavement September / October 2015

Road Traffic Estimates

road safety issues 2002 road trauma for TNZ Region Two July 2003 Road deaths Estimated social cost of crashes* Major road safety issues

Notes to Benefit-Cost Analysis

Amendments to Essex Highway Maintenance Strategy Maintenance Policy and Standards April 2008

EUCLID AVENUE PARKING STUDY CITY OF SYRACUSE, ONONDAGA COUNTY, NEW YORK

High Street, Pulloxhill Consider Representations to Proposed Waiting Restrictions

Cycling Safety Review. (April 2017)

Northbound San Jose Avenue & I-280 Off-Ramp Road Diet Pilot Project

72 Crossrail Amendment of Provisions

Shotover Country. Proposed Private Plan Change. Transportation Assessment Report. February 2010

Frome Street Bicycle Route

Harriet Fraser Traffic Engineering & Transportation Planning

A127/A130 Fairglen Interchange Improvement Schemes. Information Leaflet February 2017

Water Street Promenade. Engineering and Design Services. Public Information Meeting No. 2. Education / Infrastructure / Innovation. Maplewood Avenue &

Improve the livability of our streets by

Vehicle Technology and Design to Improve Sightlines Around LGVs

Traffic signs used, including signs giving orders, warning signs, direction signs, information signs and road works signs.

Student Pedestrian Safety Fiddlers Canyon Elementary Community Council 2012

APPENDIX D. MTO Warrants for Traffic Signal Control and Left-Turn Storage Lanes

Road Conversion Study Plumas Street

To: The results of these surveys have been analysed and are summarised within this Technical Note.

Application No: MO/2018/0004 Location: Land at Langley Vale, South of Downs Road and east of Headley Road, Headley, Epsom

10 SHERFORD Town Code

Proposed Strategic Housing Development at the Former Doyle s Nursery and Garden Centre and Benoni, Brennanstown Road, Cabinteely, Dublin 18

February 10, 2015 Project: P

EXECUTIVE SUMMARY OF CALEDON TRANSPORTATION NEEDS STUDY

Traffic Control Signals - Cosburn Avenue and Cedarvale Avenue

City of Coronado Bicycle Map, Schools, Traffic Signals and Crossing Guard Locations

1609 E. FRANKLIN STREET HOTEL TRAFFIC IMPACT STUDY EXECUTIVE SUMMARY

May Canal Cordon Report 2017

Mark Malone, P.E. SD DOT

Document 2 Safety and Operations of Renaud Road and the Prescott Russell Cycling Trail

Operation Green Light Traffic Signal Coordination Report North Oak Trafficway - New Mark Drive to NE 42nd Street

M6 Junction 10 Public Consultation

A5.1 Permitted activities

Winterborne Houghton Parish Council Application for a Village Speed Limit

Background. Caversham a vision for the future. Joint public meeting arranged by:

Maynooth Traffic Management Plan & Traffic Model

Infrastructure Focus Group Report

Submission on Clontarf to City Centre Cycle Route with signatures of 1,493 people

Speed Limits in the Hoddle Grid

Bicycle Crashes. Number of Bike Crashes. Total Bike Crashes. are down 21% and severe bike crashes down 8% since 2013 (5 years).

AT403.1 Ancient monument Note 3 amended P500 Basic triangle New size 1800mm added

FONTMELL MAGNA. Village Traffic Management Scheme (TMS) Presented to and adopted by Fontmell Magna PC September 2014

Appendix A Type of Traffic Calming Measures Engineering Solutions

Low Level Cycle Signals used as repeaters of the main traffic signals Appendices

KC Scout Kansas City s Bi-State Transportation Management Center

Appendix 12 Parking on footways and verges

CYCLING TIME TRIALS The national governing body for CYCLING time trials

Portland Peninsula Sidewalk and Ramp Inventory

Bishops Clyst Community Consultation. March Paul Weston, Community Consultant

HIGH STREET & ROYAL AVENUE TRAFFIC SURVEY

!! Prologue: Current UCI Regulations on Safety

FEEDBACK SURVEY #2: WHO PARTICIPATED

Road Safety Factsheet

Los Angeles District 4 Data Analysis Report

road safety issues 2001 road toll for Gisborne district July 2002 Road user casualties Estimated social cost of crashes*

CYCLING TIME TRIALS The national governing body for CYCLING time trials

Our Edale Meeting Point, Peak District

[Title] ANNUAL TRAFFIC & ACCIDENT REPORT

New Castle County Intersection Crash Analysis

Eastern PA Trail Summit October 1, 2018

B5074. Safety and Speed Review. Nantwich to County Boundary. September 2016 C1613RT5074/001

2014 Mobility Assessment Report Functional Planning & Policy Montgomery County Planning Department

TRAFFIC MANAGEMENT PLAN

TRANSPORT AND MOVEMENT

Police Recorded Injury Road Traffic Collisions and Casualties Northern Ireland. Detailed Trends Report 2015

TRAFFIC SIGNAL WARRANT STUDY

Didcot Urban Race 2014

Wyldewood Estates. Pre-Application Public Engagement Summary of Issues and Responses

Magnolia Place. Traffic Impact Analysis. Prepared for: City of San Mateo. Prepared by: Hexagon Transportation Consultants, Inc.

EXECUTIVE SUMMARY Callan Park accommodates travel from a wide range of transport modes, including walking, cycling, bus and light rail.

Chapter 4 Route Window C3 Hyde Park and Park Lane shafts. Transport for London

Reduction of Speed Limit at Approaches to Railway Level Crossings in WA. Main Roads WA. Presenter - Brian Kidd

Collision Site Investigation - Bodenham By-Pass Background

Southside Road. Prepared for: City of St. John s Police & Traffic Committee. Prepared by: City of St. John s Traffic Division

Appendix 5 Traffic Assessment

Harbord Street and Hoskin Avenue Bicycle Lane Upgrades

M E M O R A N D U M M:\2017\117036\DATA\CORRESPONDENCE\MEMOS\ WINDSORPARKSURVEY.DOCX

Technical note. 1. Introduction

DEPARTMENT OF ENVIRONMENTAL SERVICES. North Harrison Street (Lee Highway to Little Falls Road) Comparative Analysis. Prepared for:

CITY OF HAMILTON PLANNING AND ECONOMIC DEVELOPMENT DEPARTMENT Transportation Planning and Parking Division

CYCLING TIME TRIALS The national governing body for CYCLING time trials

Police Recorded Injury Road Traffic Collisions and Casualties Northern Ireland

Tel: Karime Hassan Chief Executive Exeter City Council Civic Centre Paris Street Exeter EX1 1JN

PAGHAM NEIGHBOURHOOD PLAN INFRASTRUCTURE GROUP

NRA New Divided Road Types: Type 2 and Type 3 Dual-carriageways

Hitchin Nomads Cycling Club

2003 road trauma for. Wairoa District. Road casualties Estimated social cost of crashes* Major road safety issues WAIROA DISTRICT JULY 2004

KC Scout Kansas City s Bi-State Transportation Management Center

Appendix A: Before-and-After Crash Analysis of a Section of Apalachee Parkway

Published 24th June 2016 Published 31 st August Police Service of Northern Ireland Police Service of Northern Ireland

Transcription:

Off-road Traffic Survey, Farringdon A3052 Exeter Sidmouth Road: June 9 th 16 th 2007 Recording stations: Nine Oaks, Hill Barton and Clyst St Mary

Contents Summary 1. The need for a survey 2. Methodology 3. Survey data 4. Impact of future development 5. Interpretation and Trends 6. Conclusions Appendix 1: Summary of raw data Appendix 2 Some Comments From Traffic Enumerators Appendix 3: Map showing location of traffic survey

Summary A traffic survey carried out by residents in proximity to the A3052 from Clyst St Mary to Nine Oaks, has been undertaken due to the high degree of concern about traffic levels and associated dangers, particularly in the face of the significant impact of current and intended industrial and commercial development in the area. The survey was carried out according to standard practice, with guidance provided by Devon County Council amongst others. We consider the survey to have been carried out in a robust and objective manner. Approximately 1130 vehicle movements per hour are recorded during peak periods, at the lowest point of flow along the recording stretch of the A3052, and, of these, approximately 23% consist of goods vehicles. Over 3 goods vehicle movements per minute are recorded on average. In line with recent trends and taking into account planned industrial development we can expect traffic movements to increase by at least 5% p.a. based on a conservative estimate of trends. The road is already considered unacceptably dangerous, as borne out by accident statistics, and this danger will rapidly escalate should planned developments be allowed. Following our own recording of traffic movements, there is a prime need for a full and formal traffic survey before any significant industrial or other developments are sanctioned adjacent to the A3052 between Clyst St Mary and Nine Oaks. 1. The need for a survey The local community has voiced alarm and concern that the increase in traffic on the A3052 is leading to an unmanageable and dangerous situation, a view supported by both the police and transport authorities. In the words of PC Chapman, the police are concerned that there is a multiple pile-up waiting to happen. Mike Bellamy, of Devon County Council s transport and roads department, has also voiced concerns about the A3052,traffic at its intersections and, in particular, the impact of future development. The survey, carried out by local residents, is intended to provide evidence of current usage. 2. Methodology The survey was conducted between stations 200m east of the Clyst St Mary roundabout [traffic at the roundabout itself was not included] and the B3184 Airport Road at Nine Oaks. It was organised by Janet Sawyer, Vice-Chair of Farringdon PC in response to the many concerns of the residents. A total of 89 volunteers from Farringdon, Woodbury Salterton, and A-level students from Clyst Vale Community College recorded traffic movements. A special one-hour session was carried out by the headmistress and children of Clyst St Mary Primary school to gain their Silver Traffic Award. The headmistress has expressed her concern that the multiple pile-up waiting to happen will undoubtedly involve some of the children in her school. To ensure the integrity of the survey, the following steps were taken: a neutral week was chosen: during other periods Westpoint events and use of Crealy Adventure Park will significantly increase traffic flows

a standard survey sheet was used, obtained from Keith Reed, Data Collection Officer at DCC. The survey was initially piloted and minor amendments made to facilitate the hour long collection intervals planned. 6 standard traffic categories were used a training meeting was held on June 7 th and guidance was issued, including that on vehicle categories. Most of the volunteers doing the recording were educated to A-level/ equivalent and beyond the following observation points were chosen: a private driveway adjacent to the Airport Rd junction near Nine Oaks; the slip road to Clyst St Mary Village Hall; and a private driveway at the Crealy /Hill Barton Junction The survey was carried out daily at 3 stations along A3052, between the following hours: 7-8am; 8-9am; 9-10am; 4-5pm; 5-6pm; 6-7pm. 2 volunteers manned each of the three stations, one recording traffic in each direction over 200 data sheets were completed the underground data collection reader at Waldron s Farm, near Hill Barton provides a benchmark for recordings at the three stations mentioned above Survey results were put on a spreadsheet by Janet Sawyer and some analysis done by Ann Hunt who has a Maths degree from Exeter University and has experience in teaching and examining statistics. 3. Survey data Average traffic movements, for each direction, station and day are shown in Appendix 1. All statistics are therefore averages per hour on weekdays during peak hours. Averages for Monday through Friday show the following: Fig 1: General Overall Traffic Flow, average per hour: Exeter to Sidmouth Sidmouth to Exeter Total Clyst St Mary 674 709 1384 Hillbarton 452 533 985 Nine Oaks 509 516 1026 Hill Barton consistently has the lowest totals. The average across stations is 1132. [The difference in levels between stations reflects the significant number of side roads and departing/joining traffic between recording stations: children are brought to school in Clyst St Mary; traffic can join or leave at Clyst St Mary Village Rd, Church Lane, St. Bridget s Nursery, West Point, Oil Mill Lane (Langdon s Business Pk, Little Bridge Business Pk, Farm Shop, Heathfield Fm businesses), Cat and Fiddle, Crealy Park, Waldron s Fm business Pk, Hillbarton business Pk, Cattery Rd, Farringdon Cross, Greendale Business Pk, East Greendale, White Cross Rd, Airport Rd B3184 (Within Lane) and Nine Oaks (Sanctuary Lane).] Fig 2: Goods Traffic Movements, average per hour: all goods traffic, including heavy goods vehicles but excluding vans Clyst St Mary Hill Barton Nine Oaks Exeter to Sidmouth 119 96 81 Sidmouth to Exeter 120 100 64 Total 239 196 146

An average of 194 movements per hour are recorded across the 3 stations. Fig 3: Heavy Goods Traffic, estimated as over 3.5 tonnes Clyst St Mary Hill Barton Nine Oaks Exeter to Sidmouth 42 32 25 Sidmouth to Exeter 43 37 20 Total 85 69 45 An average of 66 movements per hour are recorded across the 3 stations. Fig 4: General summary of data number of traffic movements in an average peak hour on any weekday, both directions 1129 average traffic movements per minute weekday both directions 19 average HGV / lorry movements per hour outside Hill Barton both directions 195 average HGV / lorry movements per minute outside Hill Barton both directions 3.3 average HGV lorry movements over 6 hours outside Hill Barton both directions 1173 average traffic movements over 6 hours in/out of Hill Barton Trading Estate 246 4. Impact of future development The developments listed below have the potential to effectively double the HGV traffic on the A3052: At Hill Barton.. a) Tarmac Asphalt & Cement Batching Plant (Application being considered) It is estimated that there will be up to 330 potential HGV traffic movements a day with a maximum of 30 an hour during a.m. peak hour (this not to be exceeded more that 12 times per annum). All these HGV s would be expected to turn right from Hill Barton onto the Sidmouth Road crossing the left hand carriageway opposite Crealy Adventure Park, to go towards Clyst St Mary and the M5/A30 b) Material Recycling Facility (Balfour Beatty) (Application approved but not yet in operation) An estimate of 15 x 7.5 tonne additional lorry movements per day to be verified c) Composting of Amenity Waste and Kitchen Waste (Application approved but not yet in operation) Anticipated 20 movements of a variety of smaller vehicles per day to be verified d) Denbow Farm Cattle Rearing Unit (adjacent to Hill Barton) expansion to the other side of the road (application approved but not yet in operation) To increase unit to 1000 head of cattle per annum vehicle movement to be verified e) Ancillary traffic for workers and support vehicles At Greendale.. f) The recycling application seems likely to produce about 124 movements daily g) The applications for stone-crushing and wood-chipping temporarily withdrawn will produce further traffic movements if they go ahead.

Miscellaneous, potential increased activity along the A3052 Waldrons Farm Business Park, 2 Gypsy sites, Random Poultry, West Point, Crealy, Car Boot Sales, Cat & Fiddle Pub & Caravan Park, Parsons Haulage, St Bridgets, etc. 5. Interpretation and Trends Data from the traffic survey can be compared with past, aggregate data available form the transport data collection officer at DCC. Traffic has been increasing at approximately 4.5% a year and, with current development along the A3052 spine it is expected that the rate of increase will heighten. Fig 5: Trend in traffic movements per hour Trend in traffic movements per hour 1200 1000 800 600 400 cars additional lorries lorries 200 0 2005 2006 2007 2008 2009 year Traffic movements adjacent to the Hill Barton Industrial Estate have been used to provide a baseline measure: these are considerably and consistently lower than at the Clyst St Mary station. These estimates are, in our opinion therefore, relatively conservative and do not reflect the potential impact of as yet unknown planning applications in the area. Road Safety data has been obtained from official data via Matt Edmonds of DCC. There have been 90 accidents on the A3052 from Clyst St Mary to Half Way Inn, including 7 serious accidents and 2 fatalities, during the years 2002 through 2006. Reported incidents and damage reports are well into the hundreds. For example, 18 accidents have occurred relatively near to the White Horse Inn and 16 adjacent to Oil Mill Lane s intersections. Some 440 vehicles, on average, join or leave this road per hour, a rate of approx 7 per minute. The risk of a major accident, already unacceptably high, will be substantially increased by significant additional traffic. Please see Appendix 2 relating some traffic observations made by enumerators.

6. Conclusions A] Traffic movements at Clyst St Mary, for example, will shortly exceed 1500 vehicles an hour on average over long stretches of the day. This represents an extremely high volume of traffic on a road with many subsidiary junctions. [the projection of future traffic loads, shown in fig. 5, is based on readings taken at Hill Barton, therefore less than movements at the two other recording stations: Clyst St Mary will therefore reach the 1500 movement threshold earlier than at those points] B] Planning applications pending from Hill Barton and Greendale and recently approved planning applications from Hill Barton will increase the traffic flow considerably. There will be extensive light vehicular traffic attached to the HGV expansion; details listed above. C] Vehicles leave/join at intersections along the road at a rate of around 7 per minute - with commensurate potential for accidents. We estimate that approximately 40 HGVs join / leave this stretch of road per hour: intended development will double this volume with increased, associated danger. The general risk of serious accidents, already unacceptably high in the view of professionals, will become significantly higher. D] There is, in our opinion, an urgent need for a full and formal traffic survey before any more planning applications are allowed along this stretch of road. 3/7/07

Appendix 1: Summary of raw data Average vehicle movements x category x direction x day x station station 1: 9 oaks station 2: clyst st mary sat exeter to sat e to s sidmouth 1: bicycles / 7 1 10 1 motorbikes 2: cars / light vans 265 2 334 2 3: goods vehicles 11 3 23 3 4: HGVs 5 4 10 4 station 3: clematis cottage @ hill barton sat e to s 5: public service 5 5 6 5 vehicles sun e to s sun e to s sun e to s 1 9 1 1 2 204 2 2 3 14 3 3 4 2 4 4 5 3 5 5 mon e to s mon e to s mon e to s 1 7 1 6 1 6 2 430 2 481 2 391 3 45 3 110 3 71 4 20 4 48 4 29 5 11 5 11 5 7 tue e to s tue e to s tue e to s 1 7 1 13 1 7 2 428 2 580 2 348 3 49 3 51 3 67 4 25 4 42 4 38 9 5 14 5 6 5 wed e to s wed e to s wed e to s 1 8 1 7 1 2 2 415 2 559 2 349 3 64 3 73 3 69 4 30 4 39 4 36 5 9 5 5 8 16 thur e to s thur e to s thur e to s 1 4 1 3 1 2 2 432 2 513 2 290 3 61 3 99 3 50 4 26 4 45 4 27 5 10 5 12 5 6 fri e to s fri e to s fri e to s 1 4 1 8 1 3 2 378 2 541 2 318 3 53 3 50 3 63 4 24 4 38 4 32 5 5 11 5 5 8 sat e to s sat e to s sat e to s 1 4 1 6 1 2 215 2 371 2 3 21 3 27 3

4 13 4 11 4 5 7 5 6 5 sat sidmouth to sat s to e sat s to e exeter 1 5 1 6 1 2 292 2 406 2 3 17 3 22 3 4 6 4 11 4 5 5 5 7 5 sun s to e sun s to e sun s to e 1 7 1 1 2 263 2 2 3 10 3 3 4 3 4 4 5 2 5 5 mon s to e mon s to e mon s to e 1 8 1 9 1 5 2 427 2 572 2 443 3 43 3 106 3 77 4 14 4 57 4 41 5 7 5 12 5 6 tue s to e tue s to e tue s to e 1 6 1 14 1 6 2 443 2 584 2 404 3 50 3 62 3 55 4 24 4 44 4 39 5 9 5 11 5 4 wed s to e wed s to e wed s to e 1 5 1 13 1 6 2 431 2 600 2 480 3 48 3 74 3 65 4 16 4 38 4 36 5 9 5 11 5 7 thur s to e thur s to e thur s to e 1 5 1 7 1 4 2 475 2 559 2 386 3 42 3 78 3 53 4 28 4 43 4 35 5 11 5 9 5 6 fri s to e fri s to e fri s to e 1 5 1 8 1 5 2 410 2 535 2 396 3 38 3 56 3 65 4 19 4 32 4 33 5 9 5 11 5 6 sat s to e sat s to e sat s to e 1 4 1 6 1 2 251 2 432 2 3 20 3 22 3 4 8 4 10 4 5 3 5 10 5 = no recording made Note: vehicle category 1 = bicycles + motorcycles / mopeds

Appendix 2 Some Comments From Traffic Enumerators Janet, I have a few comments to make about my observations: Firstly, the two hours I spent at Station 1 - out by Sanctuary Lane, I observed that the majority of traffic was going far too fast, Over-taking - right by the junction to Farringdon. Many thanks Dawn Hi Janet The major concern I had was with the near misses from overtaking traffic on the long straight stretch from Farringdon to Sidmouth. On one particular occasion a black Mini Cooper overtook a number of cars and came within a hairsbreadth of being totalled by an HGV! Best Regards Alasdair..significant item worthy of note occurred when the traffic flow was far to fast to take down registration numbers of vehicles. Between 5.30 pm to 7:30 pm Friday evening when there was a record number of courier vans which appeared to be going and returning over a short period of time. Approximately 50 / 60 movement ( both directions ) in 30 mins of these identical transit type vehicles. Carol and Reg Bain Janet Observations road traffic survey 9-16 June I took part on 4 separate occasions. My observations were: 1. The disproportionate volume of HGV`s and lorries which at times represented 50% of the traffic flow. 2. Many HGV`s and large vehicles turning into Clyst St Mary. Witnessed a near accident near school. Many parents forced to park up the sliproad towards village hall because of volume of vehicles parked or passing through the village. 3. Vehicles appeared often to be going at excessive speeds. 4. Volume of traffic accessing Crealy and Hill Barton and possibility of accidents at that junction. 5. Very few cyclists, probably due to danger of this road. Tony 14/6/07 ------ 9.35am Dutch articulated lorry, 7mtrs length (DGr 230 SB) signed SAR Attempted to turn left from Sidmouth road to airport became stuck holding up traffic in Sidmouth road. Smaller traffic overtook without view. Finally vehicle gave up and had to back out reversing into the Sidmouth road. 9.50 Same lorry returned along the Sidmouth road towards Exeter. Ellie

Appendix 3: Map showing location of traffic survey