concept drawing - apps2.staffordshire.gov.uk
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04 .1
2. 20
18 1
5: 18
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OPTION CRANE HALL 1:500
CONCEPT DRAWING
Legend Layout
1 SRF/RDF Feed System 2 HVL/WDLF Feed System 3 Administration, Laboratory, Gate House 4 Fire Pump Station 5 Fire Water Tank 6 Residual Fire Water Basin 7 Drainage Water Basin 8 Weigh Bridge (Incoming) 9 Weigh Bridge (Outgoing) 10 Power Substation 11 Parking Cars 12 Parking Trucks (Liquids) 13 Parking Trucks (Solids) 14 Main Entrance/Exit 15 Emergency Exit
N
October 2019 19125877.601/B.1
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sk086495
408607/349420
1:2500
FINAL
AECOM
Georgie Carpenter Graduate Transport Planner
Ross Paradise Senior Transport Planner
Daniel Godfrey Associate Director
001 Sep 19 FINAL DRAFT D Godfrey AD
002 Oct 19 FINAL D Godfrey AD
Cauldon Cement Works – Transport Assessment
AECOM
Prepared for: Geocycle UK Limited
Prepared by: AECOM Infrastructure and Environment UK Limited Royal Court Basil Close Derbyshire Chesterfield S41 7SL UK
T: +44 (1246) 209221 aecom.com
© 2019 AECOM Infrastructure & Environment UK Limited. All Rights Reserved.
This document has been prepared by AECOM Infrastructure & Environment UK Limited (“AECOM”) for sole use of our client (the “Client”) in accordance with generally accepted consultancy principles, the budget for fees and the terms of reference agreed between AECOM and the Client. Any information provided by third parties and referred to herein has not been checked or verified by AECOM, unless otherwise expressly stated in the document. No third party may rely upon this document without the prior and express written agreement of AECOM.
Cauldon Cement Works – Transport Assessment
AECOM
Table of Contents 1. Introduction.............................................................................................................................. 1
1.1 Overview ....................................................................................................................... 1 1.2 Methodology .................................................................................................................. 2 1.3 National Planning Policy Framework: NPPF ................................................................... 2
2. Assessment of Proposals......................................................................................................... 4 2.1 Overview ....................................................................................................................... 4 2.2 Site Location and Local Highway Network ...................................................................... 4 2.3 Access Design ............................................................................................................... 6 2.4 Parking .......................................................................................................................... 6 2.5 Traffic Counts ................................................................................................................ 6 2.6 Development Traffic ....................................................................................................... 8 2.7 Impact on Highway Capacity .......................................................................................... 8 2.8 Impact on Road Safety................................................................................................... 9 2.9 Impact on the Environmental ........................................................................................ 10
3. Conclusions and Summary ..................................................................................................... 11
Appendices
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1. Introduction
1.1 Overview
1.1.1 AECOM has been commissioned by Geocycle UK Limited (via their planning consultants, Heatons) to prepare a Transport Assessment (TA) supporting the development of a proposed fuel storage and feed system at the Cauldon Cement Works.
1.1.2 The location of the site is shown in Figure 1.1.
Figure 1.1: Site Location
© Openstreetmap 2019
1.1.3 This Transport Assessment focuses on highway capacity and road safety. It considers the proposed development in the context of existing site operations and non-site traffic, and concludes that the impacts would not be ‘severe’ which is the main policy test under the National Planning Policy Framework (NPPF, 2019).
A52
A523
Site
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1.2 Methodology
1.2.1 The NPPF states at paragraph 111 that all developments that generate significant amounts of movement “should be supported by a Transport Statement (TS) or Transport Assessment (TA) so that the likely impacts of the proposal can be assessed.”
1.2.2 The Planning Practice Guidance (PPG) states at Paragraph: 013 Reference ID: 42-013- 20140306 that: “local planning authorities must make a judgement as to whether a development proposal would generate significant amounts of movement on a case by case basis (i.e. significance may be a lower threshold where road capacity is already stretched or a higher threshold for a development in an area of high public transport accessibility).”
1.2.3 Although now withdrawn, most local highway authorities continue to use the Guidance on Transport Assessment (GTA, Department for Transport (DfT), 2007) to establish the development thresholds that trigger a TA and / or TS. Within the GTA, there are not any specific thresholds for the proposed type of development; however, a TA has been prepared given the site will generate additional HGV traffic from an existing industrial site.
1.2.4 The methodology used within the assessment follows the current best practice as set out in paragraph 007 (reference ID: 42-007-20140306) and paragraph 015 (reference ID: 42-015- 20140306) of the PPG.
1.3 National Planning Policy Framework: NPPF
1.3.1 The NPPF sets out the Government’s planning policies for England and provides a framework to develop localised planning strategies. Paragraphs 108 to 111 set out the Government’s development planning policies with respect to transport. These paragraphs focus on, and emphasise, the promotion of sustainable transport. NPPF states in assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:
· appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location;
· safe and suitable access to the site can be achieved for all users; and
· 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.
109. 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.
110. Within this context, applications for development should:
· give priority first to pedestrian and cycle movements, both within the scheme and with neighbouring areas; and second – so far as possible – to facilitating access to high quality public transport, with layouts that maximise the catchment area for bus or other public transport services, and appropriate facilities that encourage public transport use;
· address the needs of people with disabilities and reduced mobility in relation to all modes of transport;
· create places that are safe, secure and attractive – which minimise the scope for conflicts between pedestrians, cyclists and vehicles, avoid unnecessary street clutter, and respond to local character and design standards;
· allow for the efficient delivery of goods, and access by service and emergency vehicles; and
Cauldon Cement Works – Transport Assessment
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· be designed to enable charging of plug-in and other ultra-low emission vehicles in safe, accessible and convenient locations.
111. All developments that will generate significant amounts of movement should be required to provide a travel plan, and the application should be supported by a transport statement or transport assessment so that the likely impacts of the proposal can be assessed.
1.3.2 The key policy test in the NPPF, therefore, is that transport impacts are not ‘severe’. This is confirmed by the PPG portal which states that: “Transport Assessments and Statements can be used to establish whether the residual transport impacts of a proposed development are likely to be ‘severe’, which may be a reason for refusal, in accordance with the National Planning Policy Framework.”
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2.1 Overview
2.1.1 The purpose of this section is to identify the potential impacts of the planning application in terms of transport. It details the traffic surveys undertaken to inform the analysis and considers matters of road safety.
2.2 Site Location and Local Highway Network
2.2.1 Cauldon Cement works is located between the A52 and A523, which are both east-west two-way single carriageway routes linking Derbyshire (Ashbourne) with Staffordshire (Stoke and Leek).
2.2.2 There are currently no routeing restrictions or agreements in place, and vehicles approach the site using all available routes. The two main routes, however, are to the north to a priority junction with the A523 (which is governed by a 30mph speed limit), and to the south, to a priority junction with the A52 (which is governed by the national speed limit). On the route to the south, there is a low bridge (14’ height restriction) which means that most large vehicles travel north. Other than this bridge, there are no physical constraints to the routes which makes them unsuitable for HGV traffic.
2.2.3 There are no planning condition limits on the times which HGVs can enter the site and, indeed, HGVs arrive on a 24/7 basis. There are no weekend or Sunday restrictions.
Figure 2.1: Vehicular Routeing
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2.2.4 The site for the proposed fuel storage and feed system is occupied by existing farm buildings. Access is gained from Earlsway via a priority junction with Yelsway Lane (Figure 2.2). Yelsway Lane provides access to car parking, and local bridleways (Figure 2.3).
Figure 2.2: Site Location (Immediate Highway Network)
Figure 2.3: Public Footpaths and Bridleways (https://www.staffordshire.gov.uk/environment/RightsofWay/Footpaths-bridleways.aspx)
Earlsway
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2.3 Access Design
2.3.1 The proposed form of access and amendments to the highway in the vicinity of Earlsway and Yelsway Lane is provided in Appendix A.
2.3.2 The design amends the junction of Earlsway and Yelsway Lane by removing an existing island between the inbound and outbound legs of the minor arm, and with localised widening. The design incorporates the existing bridleway, and separates HGV and car traffic at the point of access.
2.4 Parking
2.4.1 Car parking for 7 vehicles is proposed to be installed for employees and visitors which would be located close to the site access. Waiting areas for HGVs importing fuel to the site are to be provided, with separate areas for trucks with solid loads and liquid loads to reflect the two precalciner feed systems and the types of waste proposed to be imported. Four HGV waiting spaces are to be provided for HVL/WDLF vehicles and four are to be provided for vehicles with loads of solid SRF/RDF loads.
2.5 Traffic Counts
2.5.1 According to the document, “How the National Road Traffic Estimates are Made” (Department for Transport (DfT), 2007), traffic counts are normally undertaken during the ‘neutral’ months of March, April, May, June, September and October (but outside of school holidays). This is to ensure seasonal impacts are minimised. Surveys for this study were conducted in July, but prior to the school holidays. Also, for this type of development, HGV traffic is not seasonal.
2.5.2 Surveys supporting this study were conducted on 17th July 2019, and included:
· Peak period (0800 – 1000hrs & 1600 – 1900hrs) count of the junction with the A523
· Peak period count of the junction with the A52;
· A 7-day Automatic Traffic Count (ATC) on the A52; and
· A 7-day ATC on the A523.
2.5.3 The locations of the survey are provided in Figure 2.4. Full data is provided in Appendix B.
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2.5.4 The traffic survey shows that:
· In the busiest hour in the morning peak period (being 0900 – 1000hrs)
o 29 two-way HGV movements approached Cauldon from the south;
o 39 two-way HGV movements approached Cauldon from the north
· In the busiest hour in the evening peak period (being 1600 – 1700hrs)
o 16 two-way HGV movements approached Cauldon from the south;
o 32 two-way HGV movements approached Cauldon from the north
2.5.5 The busiest hours for HGV traffic in both the morning and evening periods are outside of the traditional network peak hours of 0800 – 0900hrs & 1700 – 1800hrs. ATC data shows the localised network peak hours as being 0800 – 0900hrs & 1700 – 1800hrs.
2.5.6 Overall movements on both the A523 and A52 were recorded as being low. The Annual Average Daily Traffic (AADT) on the A52 was recorded as only 1,571 and the AADT on the A523 was recorded as being 4,598. The DfT’s estimate of the AADT on the A52 near the Cauldon junction is 2,267 (based on factoring a count undertaken in 2011). The DfT does not hold an estimate of the A523 near the Cauldon junction. To put this in context, the Design Manual for Roads and Bridges (DMRB) states that a two-lane single carriageway road should be built to accommodate flow ranges up to 13,000 AADT.
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2.6 Development Traffic
2.6.1 Table 2.1 shows the volume of material and associated number of HGVs with the components of the site. From this, the total number of HGV movements per day will be low, with only an additional 21 HGV arrivals per day (which equates to less than one per hour).
Table 2.1: HGV Trip Generation Calculation
AFR SRF / RDF HVL / WDLF
Remarks
HGV Load 22T 25T
HGV receiving days/year 260 260
5.5 days per week. HGV deliveries are scheduled for between 0600 – 2200 (Monday – Fridays) and 0600 – 1300
(Saturdays)
HGV per hour 0.94 0.38
2.6.2 There is scope for additional vehicle movements to be off-set by a long-term reduction in deliveries of coal and tyre chips, should the alternative fuels prove to be a more efficient fuel source given their higher calorific value.
2.6.3 In terms of staff numbers, the site will employ 6 full time employees. Again, these totals are low.
2.7 Impact on Highway Capacity
2.7.1 The GTA indicates that the starting point for assessing highway capacity should be an addition of 30 two-way trips in any one hour. The proposed development would generate far fewer trips than this threshold and therefore the impact on highway capacity over and above existing conditions would be negligible. Marginal numbers of additional HGVs would be added to routes that already carry HGV traffic.
2.7.2 In addition, the traffic survey conducted on both the A52 and A523 recorded far less traffic than the maximum flow range for which the roads were designed. As such, there would be little difference in performance of these routes with the proposed development in place.
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2.8 Impact on Road Safety
2.8.1 The GTA states that a TA or a TS (whichever is appropriate for the scale and type of development) should “establish the current personal injury accident records for the most recent three-year period, or five years if this is considered to be more appropriate.”
2.8.2 Road safety collision statistics have been obtained from the DfT (via the Crashmap database) from 01/01/2013 to 30/06/2018. The data obtained relates to those collisions that resulted in a personal injury and which were reported to the police. This data (known as STATS19 statistics) is generally recognised to be the most complete record of road collisions occurring on the local highway network. For the avoidance of doubt, and as is normal practice, they do not include statistics from collisions resulting in “damage-only” to vehicles, or which were not reported to the police.
2.8.3 Each collision resulting in a personal injury is classed as either ‘Slight’, ‘Serious’ or ‘Fatal’ by the police depending on the most serious injury resulting from the collision (i.e. a collision resulting in two ‘Slight’ injuries and one ‘Serious’ injury would be classified as a ‘Serious’ collision). Definitions given in Road Accidents Great Britain (published by the DfT) are as follows:
· Slight: An injury of a minor character such as a sprain (including neck whiplash injury), bruise or cut which are not judged to be severe, or slight shock requiring roadside attention. This definition includes injuries not requiring medical treatment.
· Serious: An injury for which a person is detained in hospital as an “in-patient”, or any of the following injuries whether or not they are detained in hospital: fractures, concussion, internal injuries, crushings, burns (excluding friction burns), severe cuts, severe general shock requiring medical treatment and injuries causing death 30 or more days after the accident. An injured casualty is recorded as seriously or slightly injured by the police on the basis of information available within a short time of the accident. This generally will not reflect the results of a medical examination, but may be influenced according to whether the casualty is hospitalised or not. Hospitalisation procedures will vary regionally.
· Fatal: Human casualties who sustained injuries which caused death less than 30 days (before 1954, about two months) after the accident. Confirmed suicides are excluded.
2.8.4 The data shows that:
· There have been four collisions on the route between the A523 and A52 through Cauldon. Three of these were classed as ‘slight’ by the police and one of which was classed as ‘serious’. None of these collisions occurred in the same location. One of these ‘slight’ collisions involved a goods vehicle.
· One collision occurred near the junction with the A523. This was classed as ‘slight’ by the police and involved a goods vehicle.
· One collision occurred near the junction with the A52. This was classed as ‘slight’ by the police and involved a goods vehicle.
2.8.5 There are no specific locations at which collisions are occurring with at a frequency requiring mitigation, given the number involving goods vehicles it is recommended that a review of road warning signage and marking is undertaken as a condition of any planning permission.
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2.9 Impact on the Environmental
2.9.1 The Institute for Environmental Assessment (IEA) Guidelines for the Environmental Assessment of Road Traffic can be used to judge in broad terms the environmental impact of the development in terms of its traffic impact.
2.9.2 The purpose of the Guidelines is to provide the basis for a systematic, consistent and comprehensive coverage for the appraisal of traffic impacts for a variety of development projects. In terms of general environmental assessment, the guidelines were effectively superseded by the Guidelines for Environmental Impact Assessment but they still provide a useful rule of thumb since the focus of the IEA guidelines is on assessment thresholds relating to traffic impact and not on assessment methodologies for specific types of environmental assessment.
2.9.3 The impacts considered by the IEA Guidelines include; noise, vibration, visual effects, severance, driver delay, pedestrian delay, pedestrian amenity, fear and intimidation, accidents and safety, hazardous loads, air pollution, dust and dirt, ecological effects, and impact on heritage and conservation areas.
2.9.4 As a guideline, the IEA suggest that highway links (i.e. roads) should be separately assessed when:
· Rule 1: Include highway links where traffic flows will increase by more than 30% (or the number of HGVs will increase by more than 30%)
· Rule 2: Include any other specifically sensitive areas where traffic flows have increased by 10% of more.
2.9.5 The IEA Guidelines go on to state that:
“At a basic level, it should…be assumed that projected changes in traffic of less than 10% create no discernible environmental impact,” and that;
“Previous research has indicated that the most discernible environmental impacts of traffic are noise, severance, pedestrian delay and intimidation,” and that;
“Other environmental impacts are less sensitive to traffic flow changes, and it is recommended that, as a starting point, a 30% change in traffic flow represents a reasonable threshold for including a highway link within the assessment”.
2.9.6 The proposed development would not trigger the requirement for any further environmental assessment of road traffic, given the volumes of staff and HGV traffic.
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3. Conclusions and Summary 3.1.1 It is proposed to construct a fuel storage and feed system at the Cauldon Cement Works.
3.1.2 The site current generates HGVs on the local highway network, and there are established routes to / from the site. The proposed development would not add a material number of HGVs (or staff trips) to these routes and, as such, there would be little change in overall highway performance or road safety risk. A review of highway signage and road markings at the junctions with the A52, A523 and route between these highways is recommended.
Appendix A
Access Design
236.40 235.09
236.50
FOOTPATH ALIGNMENT TO TIE INTO EXISTING BRIDLEWAY
2m
5.5m
5.5m
2.75m
2.75m
APPROXIMATE LINE OF VISIBILITY SPLAY BASED UPON INTERPRETATION OF STREETVIEW MAPPING
4.5x215m VISIBILITY SPLAY
APPROXIMATE LINE OF VISIBILITY SPLAY BASED UPON INTERPRETATION OF STREETVIEW MAPPING
2.4x40m VISIBILITY SPLAY
4.1m
Tel: Fax:
THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM’S CLIENT. IT MAY NOT BE USED, MODIFIED, REPRODUCED OR RELIED UPON BY THIRD PARTIES, EXCEPT AS AGREED BY
AECOM OR AS REQUIRED BY LAW. AECOM ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT USES OR RELIES ON THIS DRAWING WITHOUT
AECOM’S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM THE STATED DIMENSIONS.
IT IS ASSUMED THAT ALL WORKS ON THIS DRAWING WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROPRIATE
METHOD STATEMENT.
THIS DRAWING IS TO BE USED ONLY FOR THE PURPOSE OF ISSUE THAT IT WAS ISSUED FOR AND IS SUBJECT TO AMENDMENT.
FOR INFORMATION
CAC-AEC-XX-XX-DR-CE-02000 P3
-
AECOM Infrastructure & Environment UK Limited
SCALE 1:250
1050 15 20 25m
This drawing is for preliminary purposes only and is subject to amendment during design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
NOTES
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS, ENGINEERS AND SPECIALISTS DRAWINGS, DETAILS AND SPECIFICATIONS.
3. TOPOGRAPHICAL DATA IS BASED ON AGGREGATE INDUSTRIES DRAWING 'CAULDON FINAL COMBINED 170619 - A1 1 TO 500', DATED 17 JUNE 2019.
4. PROPOSED SITE LAYOUT IS BASED ON AGGREGATE INDUSTRIES DRAWING ' CLD01-EGIS-GA01-V000000-0001_B'.
5. EARLSWAY JUNCTION VISIBILITY SPLAYS ARE BASED ON A DESIGN SPEED OF 100 KPH, DMRB TD 9/93 TABLE 3 INDICATES A 215m VISIBILITY REQUIREMENT, HOWEVER FURTHER TOPOGRAPHICAL INFORMATION IS REQUIRED FOR THIS TO BE FULLY REPRESENTED ON THE DRAWING.
6. SITE ACCESS VISIBILITY SPLAY IS BASED ON A DESIGN SPEED OF 48 KPH, MANUAL FOR STREETS:2007 TABLE 7.1 INDICATES A 40m VISIBILITY REQUIREMENT.
KEY
CHASSIS ENVELOPE
ARTICULATED VEHICLE WITH TWIN STEERED TRACTOR OVERALL LENGTH 16.500m OVERALL WIDTH 2.550m OVERALL BODY HEIGHT 3.691m MIN BODY GROUND CLEARANCE 0.426m MAX TRACK WIDTH 2.500m LOCK TO LOCK TIME 6.00s KERB TO KERB TURNING RADIUS 6.987m
REMOVED REDLINE, ADDED EMERGENCY ENTRANCE
LC SS 16.09.19 P2
DHG SS 07.10.19 P3
Appendix B
Traffic Counts
Channel 1 - Eastbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 17 4 2 0 0 5 4 2 5 2 9 3 2 1 1 0 3 1 3 3 3 1 1 0 1 1 1 1 1 4 4 0 1 1 2 0 2 1 1 5 2 12 9 8 10 11 1 10 8 6 1 20 17 17 22 16 6 18 14 7 4 30 36 39 39 35 14 36 28 8 4 61 66 76 54 58 16 63 48 9 28 37 48 43 39 42 19 42 37
10 16 67 63 62 59 56 60 61 55 11 50 70 71 47 80 54 65 64 62 12 32 67 73 66 72 64 65 68 63 13 45 49 57 41 57 64 41 54 51 14 46 57 52 64 50 69 38 58 54 15 32 51 51 58 37 55 44 50 47 16 45 56 53 53 61 68 48 58 55 17 30 49 48 57 66 53 44 55 50 18 35 42 73 61 55 44 29 55 48 19 24 40 43 45 46 43 30 43 39 20 25 20 34 26 23 42 26 29 28 21 10 12 16 29 14 30 12 20 18 22 4 9 9 8 14 18 11 12 10 23 8 9 5 9 18 6 12 9 10 24 6 4 4 1 7 2 11 4 5
7-19 387 646 698 673 676 670 499 673 607 6-22 430 717 793 775 766 795 562 769 691 6-24 444 730 802 785 791 803 585 782 706 0-24 480 770 834 812 827 836 602 816 737
7-19 6-22
6-24 0-24
Channel 1 - Eastbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 28.7 30.7 34.6 - - 42.8 33.8 - 2 31.6 34.5 34.1 41.1 36.3 - 38.7 - 3 28.4 33.9 39.0 - 23.3 34.9 39.3 - 4 31.4 - 45.0 32.8 39.8 - 38.3 - 5 38.1 41.3 38.4 40.6 42.9 40.8 44.8 - 6 40.9 40.8 42.3 39.4 38.1 39.9 43.7 - 7 41.0 43.2 41.8 34.7 44.2 42.1 39.9 - 8 36.0 40.6 44.0 41.1 44.5 44.1 40.2 - 9 36.4 41.6 39.6 39.0 42.4 42.1 39.7 - 10 39.9 36.8 37.5 39.5 40.4 39.5 38.8 - 11 38.6 36.8 37.7 37.3 37.7 38.8 39.2 - 12 39.8 37.2 37.9 37.6 37.2 40.7 39.1 - 13 38.6 36.5 37.8 40.5 37.3 39.1 38.4 - 14 39.1 38.3 39.0 39.2 37.1 39.2 38.2 - 15 39.8 38.0 37.8 38.9 35.7 37.8 40.8 - 16 39.6 38.3 37.6 38.3 40.5 39.2 37.8 - 17 38.2 38.9 41.1 40.8 39.4 39.6 38.1 - 18 40.5 43.4 45.1 40.9 44.0 41.1 38.8 - 19 42.1 42.1 43.2 39.1 40.4 40.2 39.1 - 20 41.4 40.5 37.5 40.6 42.7 40.7 39.5 - 21 41.7 41.8 34.8 40.5 43.1 36.9 38.8 - 22 32.3 37.4 37.5 43.6 35.5 36.0 38.4 - 23 26.6 41.1 39.8 38.7 38.4 30.9 32.6 - 24 27.1 32.2 29.6 37.2 43.8 44.0 29.3 -
10-12 39.1 37.0 37.8 37.5 37.5 39.8 39.2 - 14-16 39.7 38.2 37.7 38.6 38.7 38.6 39.2 - 0-24 38.3 39.0 39.7 39.3 39.9 39.9 38.7 -
Average 39.4
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 33.8 35.3 42.5 - - 48.4 41.9 - 2 38.1 38.6 34.5 - - - 41.2 - 3 32.6 - - - - - - - 4 34.6 - - - 45.9 - 39.3 - 5 40.8 46.8 43.4 46.6 48.2 47.0 - - 6 - 47.9 50.6 50.4 50.3 48.0 47.9 - 7 42.9 52.5 47.9 46.4 51.6 49.6 47.2 - 8 38.7 47.9 50.5 48.1 49.7 49.3 46.4 - 9 42.2 47.9 50.4 48.0 48.2 48.1 47.2 - 10 44.7 43.7 42.9 46.1 45.3 44.5 45.7 - 11 46.1 43.7 43.6 41.6 42.5 45.7 43.5 - 12 43.4 42.6 45.0 43.7 42.9 47.9 42.6 - 13 43.8 42.2 45.3 45.9 42.7 43.4 44.1 - 14 43.9 46.0 45.6 46.3 41.7 46.2 44.7 - 15 45.2 43.2 44.8 44.9 42.5 45.4 46.4 - 16 47.5 47.6 42.7 46.0 47.7 45.3 42.5 - 17 43.4 46.0 45.9 46.5 47.6 47.9 42.6 - 18 44.9 50.8 54.4 48.1 50.9 45.1 44.4 - 19 50.7 48.5 51.4 45.5 47.2 44.9 42.8 - 20 49.8 48.5 47.9 48.6 49.9 47.5 43.7 - 21 47.6 45.8 45.0 48.2 48.3 43.4 43.7 - 22 39.1 43.2 41.6 48.1 40.3 46.8 45.9 - 23 32.2 43.2 49.0 44.9 44.3 39.0 41.5 - 24 29.3 37.0 40.1 - 51.2 46.8 34.5 -
10-12 45.2 43.1 44.1 43.4 42.6 47.0 43.3 - 14-16 46.5 44.8 43.3 45.6 46.7 45.4 44.8 - 0-24 45.2 46.6 47.5 46.7 46.8 46.9 44.5 -
85th %ile 46.5
Channel 1 - Eastbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-30 65 91 92 85 76 72 50 31-45 347 536 552 558 576 597 474 46-60 68 143 188 167 171 163 78 61- 0 0 2 2 4 4 0
TOTAL 480 770 834 812 827 836 602
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 1 - Eastbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 367 18 2 387 6-22 409 18 3 430 6-24 421 18 5 444 0-24 453 18 9 480
15/07/2019 7-19 568 40 38 646 6-22 632 45 40 717 6-24 643 47 40 730 0-24 681 47 42 770
16/07/2019 7-19 632 38 28 698 6-22 717 41 35 793 6-24 725 42 35 802 0-24 752 43 39 834
17/07/2019 7-19 620 34 19 673 6-22 711 37 27 775 6-24 720 38 27 785 0-24 742 38 32 812
18/07/2019 7-19 626 24 26 676 6-22 709 29 28 766 6-24 734 29 28 791 0-24 765 30 32 827
19/07/2019 7-19 620 28 22 670 6-22 736 33 26 795 6-24 742 33 28 803 0-24 771 34 31 836
20/07/2019 7-19 477 17 5 499 6-22 537 17 8 562 6-24 557 18 10 585 0-24 574 18 10 602
Average 7-19 559 28 20 607 6-22 636 31 24 691 6-24 649 32 25 706 0-24 677 33 28 737
92%
Channel 2 - Westbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 8 4 1 4 1 3 3 3 3 2 7 5 4 2 1 0 4 2 3 3 4 0 3 0 0 2 7 1 2 4 4 1 0 3 3 2 0 2 2 5 2 6 4 3 2 2 1 3 3 6 2 23 16 16 14 17 3 17 13 7 18 15 9 20 17 13 7 15 14 8 10 31 47 41 27 24 8 34 27 9 22 33 42 41 33 44 15 39 33
10 32 36 39 38 31 31 26 35 33 11 39 39 41 47 44 53 56 45 46 12 57 49 53 39 46 34 60 44 48 13 44 42 39 39 47 53 39 44 43 14 46 62 43 40 40 45 53 46 47 15 54 69 66 79 61 67 54 68 64 16 51 89 90 63 82 104 70 86 78 17 61 86 100 99 105 95 79 97 89 18 73 100 122 122 111 106 59 112 99 19 49 79 85 78 79 64 65 77 71 20 18 56 67 58 59 46 48 57 50 21 16 25 39 22 39 26 26 30 28 22 11 13 19 10 31 20 16 19 17 23 10 6 11 12 11 16 17 11 12 24 4 2 4 4 8 6 15 5 6
7-19 538 715 767 726 706 720 584 727 679 6-22 601 824 901 836 852 825 681 848 789 6-24 615 832 916 852 871 847 713 864 807 0-24 642 871 944 880 892 873 731 892 833
7-19 6-22
6-24 0-24
Channel 2 - Westbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 38.9 39.0 50.3 41.7 51.2 47.4 34.6 - 2 29.5 38.7 38.2 49.1 43.5 - 40.1 - 3 38.4 - 40.0 - - 46.1 44.8 - 4 25.7 36.4 - 39.4 50.5 35.2 - - 5 33.0 42.4 41.8 44.5 40.3 46.0 49.7 - 6 43.2 43.7 43.4 47.6 47.1 45.3 42.8 - 7 42.6 41.3 42.3 42.5 45.7 44.8 47.0 - 8 38.9 38.7 46.7 43.4 44.9 47.7 38.6 - 9 40.2 42.1 41.1 41.5 40.8 39.5 42.8 - 10 40.8 42.3 40.6 38.0 41.9 41.2 39.2 - 11 36.4 38.0 40.1 39.1 40.3 38.0 40.4 - 12 38.6 39.4 38.1 38.9 38.3 38.0 40.2 - 13 40.4 35.9 39.8 39.6 37.9 38.6 39.5 - 14 38.8 37.6 40.0 40.9 40.2 40.2 37.6 - 15 39.3 39.6 39.5 39.9 39.4 40.2 40.2 - 16 39.4 38.7 40.1 37.8 39.9 37.9 40.0 - 17 38.9 41.5 42.7 39.6 39.2 39.3 37.7 - 18 39.8 41.9 41.0 41.6 43.3 40.8 40.1 - 19 38.0 41.3 40.6 40.9 41.2 41.2 39.2 - 20 39.9 39.3 41.1 40.1 41.1 39.9 39.9 - 21 42.5 40.5 39.9 40.5 42.8 41.5 40.1 - 22 38.4 43.4 40.0 42.5 38.1 37.7 39.8 - 23 42.1 36.7 40.6 45.4 39.6 40.7 36.5 - 24 43.4 39.0 45.9 42.8 45.7 45.8 30.6 -
10-12 37.7 38.8 39.0 39.0 39.3 38.0 40.3 - 14-16 39.3 39.1 39.8 38.9 39.7 38.8 40.1 - 0-24 39.2 40.1 40.9 40.5 40.9 40.1 39.4 -
Average 40.2
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 44.3 42.0 - 43.8 - 54.3 40.4 - 2 32.2 42.1 40.3 51.0 - - 42.5 - 3 42.4 - 40.2 - - 46.6 52.9 - 4 38.4 - - 43.9 53.5 40.9 - - 5 33.5 45.1 46.3 51.8 46.2 51.3 - - 6 44.1 50.0 50.1 50.4 53.0 51.6 49.7 - 7 45.5 47.3 48.5 50.0 50.3 50.1 51.5 - 8 44.5 45.9 52.6 49.9 52.1 55.0 44.6 - 9 44.5 46.7 48.6 48.2 47.0 45.0 50.0 - 10 47.0 48.4 45.8 44.1 45.9 46.9 45.1 - 11 40.7 44.1 44.3 45.0 46.4 44.3 48.3 - 12 44.6 47.2 42.8 43.5 45.1 44.3 44.4 - 13 45.3 43.4 48.0 45.4 45.3 44.9 45.2 - 14 44.0 44.1 45.8 45.5 46.7 46.0 44.1 - 15 45.4 44.8 44.4 45.5 45.3 47.6 45.5 - 16 44.8 44.6 45.6 45.0 45.5 45.4 45.9 - 17 45.5 47.0 48.1 45.1 45.8 48.5 43.2 - 18 46.6 47.0 47.1 47.2 49.5 48.1 45.2 - 19 43.6 45.8 45.8 47.9 47.9 47.8 44.2 - 20 45.2 47.8 49.2 49.6 48.2 46.1 44.6 - 21 47.8 46.5 47.0 47.1 51.5 49.4 49.3 - 22 43.9 50.0 45.1 48.7 44.9 44.2 44.6 - 23 45.5 43.2 48.0 50.8 42.3 44.0 42.9 - 24 49.4 42.6 50.7 45.3 52.0 50.8 38.5 -
10-12 44.1 45.2 43.8 44.4 46.0 44.3 45.2 - 14-16 45.4 44.7 45.5 45.2 45.4 46.4 45.8 - 0-24 45.1 46.3 48.0 46.9 47.7 47.2 45.2 -
85th %ile 46.6
Channel 2 - Westbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-30 47 62 53 62 45 56 46 31-45 526 663 684 656 663 652 600 46-60 69 145 206 162 184 163 84 61- 0 1 1 0 0 2 1
TOTAL 642 871 944 880 892 873 731
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 2 - Westbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 504 31 3 538 6-22 559 37 5 601 6-24 572 37 6 615 0-24 594 37 11 642
15/07/2019 7-19 640 44 31 715 6-22 747 45 32 824 6-24 755 45 32 832 0-24 787 48 36 871
16/07/2019 7-19 675 37 55 767 6-22 803 42 56 901 6-24 818 42 56 916 0-24 841 43 60 944
17/07/2019 7-19 655 32 39 726 6-22 756 36 44 836 6-24 772 36 44 852 0-24 798 37 45 880
18/07/2019 7-19 652 32 22 706 6-22 792 36 24 852 6-24 810 37 24 871 0-24 827 38 27 892
19/07/2019 7-19 657 39 24 720 6-22 753 43 29 825 6-24 775 43 29 847 0-24 799 45 29 873
20/07/2019 7-19 562 18 4 584 6-22 652 19 10 681 6-24 681 20 12 713 0-24 694 21 16 731
Average 7-19 621 33 25 679 6-22 723 37 29 789 6-24 740 37 29 807 0-24 763 38 32 833
91%
Channel 1 - Eastbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 14 3 5 8 5 8 8 6 7 2 13 2 4 1 4 3 8 3 5 3 0 5 2 1 2 1 2 2 2 4 5 10 5 8 4 4 3 6 6 5 6 35 25 20 26 12 6 24 19 6 17 71 62 52 65 51 18 60 48 7 17 134 126 147 131 98 17 127 96 8 47 210 184 189 190 157 63 186 149 9 54 208 206 206 211 160 85 198 161
10 121 196 180 181 176 187 136 184 168 11 175 151 161 165 164 172 164 163 165 12 219 173 150 160 148 152 176 157 168 13 194 133 125 139 134 154 194 137 153 14 155 152 137 136 152 151 177 146 151 15 171 144 159 157 153 164 172 155 160 16 202 149 152 187 160 188 159 167 171 17 169 150 188 181 188 188 112 179 168 18 141 176 201 204 189 227 124 199 180 19 100 115 121 112 132 122 73 120 111 20 85 61 66 81 77 77 60 72 72 21 83 33 49 51 58 48 33 48 51 22 44 35 24 35 32 28 41 31 34 23 17 12 22 22 19 25 33 20 21 24 14 7 15 7 16 13 22 12 13
7-19 1748 1957 1964 2017 1997 2022 1635 1991 1906 6-22 1977 2220 2229 2331 2295 2273 1786 2270 2159 6-24 2008 2239 2266 2360 2330 2311 1841 2301 2194 0-24 2063 2365 2369 2450 2436 2390 1886 2402 2280
7-19 6-22
6-24 0-24
Channel 1 - Eastbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 30.8 32.3 30.9 29.2 31.0 30.5 31.1 - 2 30.3 27.4 30.6 27.1 37.2 29.9 30.6 - 3 - 29.1 31.6 28.0 30.1 29.4 26.8 - 4 34.5 30.2 31.5 29.2 31.3 33.7 33.0 - 5 29.8 29.5 28.9 28.8 31.9 29.4 32.3 - 6 29.9 30.8 31.2 30.8 30.4 31.1 31.0 - 7 30.2 30.5 31.1 30.6 31.2 30.1 31.3 - 8 32.1 29.6 30.4 30.0 30.6 31.0 29.7 - 9 29.9 29.1 29.7 30.0 29.7 30.1 31.5 - 10 30.2 29.3 29.5 30.3 30.1 29.7 29.6 - 11 29.5 29.9 30.0 31.4 30.3 29.8 30.2 - 12 29.8 30.1 29.4 30.1 30.4 29.4 29.8 - 13 29.1 29.6 29.6 29.6 29.9 28.3 29.7 - 14 30.1 30.0 30.7 30.0 29.8 29.8 30.3 - 15 29.8 30.3 31.4 30.7 30.0 29.8 30.5 - 16 29.8 29.9 30.2 30.0 30.3 29.5 30.3 - 17 29.4 31.1 31.5 30.9 29.9 30.7 30.7 - 18 30.6 30.7 30.8 30.7 30.4 30.3 31.6 - 19 30.4 30.9 31.2 30.5 29.8 30.3 30.3 - 20 30.2 31.0 31.0 29.7 31.3 31.5 29.8 - 21 30.4 30.8 30.3 29.5 29.8 31.0 30.1 - 22 29.1 27.9 29.0 30.3 30.0 29.7 29.8 - 23 29.6 29.8 29.2 29.8 30.0 29.2 30.8 - 24 31.7 31.8 31.1 29.5 28.7 28.3 29.4 -
10-12 29.7 30.0 29.8 30.8 30.3 29.6 30.0 - 14-16 29.8 30.1 30.8 30.3 30.2 29.7 30.4 - 0-24 29.9 30.0 30.4 30.3 30.2 30.0 30.3 -
Average 30.2
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 33.7 34.8 36.8 31.3 41.3 32.8 35.0 - 2 33.9 27.8 32.6 - 45.1 30.7 33.5 - 3 - 30.2 32.9 - 30.4 - 30.6 - 4 41.2 32.0 35.1 30.0 32.0 35.1 35.6 - 5 32.4 31.0 33.3 30.2 34.2 32.7 33.8 - 6 33.4 34.6 35.4 34.9 33.9 35.6 37.3 - 7 31.5 33.3 34.2 34.3 35.0 32.8 33.5 - 8 36.9 32.8 33.4 32.5 34.2 35.3 33.0 - 9 32.4 31.5 32.2 33.4 32.6 33.2 34.9 - 10 33.6 32.9 32.5 32.9 33.9 32.4 33.3 - 11 32.4 33.5 33.5 34.8 33.7 32.8 33.7 - 12 33.2 32.9 33.8 34.2 33.8 33.1 33.6 - 13 31.6 33.6 33.0 33.2 34.2 31.8 33.7 - 14 33.6 33.4 34.7 33.5 34.3 33.3 33.9 - 15 33.3 33.7 34.6 34.0 33.5 33.9 33.6 - 16 32.9 33.2 33.0 33.8 34.0 32.8 33.6 - 17 32.9 35.2 34.4 34.8 32.9 34.4 34.1 - 18 33.7 34.9 34.7 34.5 33.8 33.7 35.2 - 19 34.1 34.5 34.7 34.7 33.0 33.8 34.7 - 20 33.3 36.0 35.7 32.9 36.0 35.2 33.3 - 21 33.6 36.9 33.8 33.5 34.2 35.0 33.8 - 22 31.2 30.8 33.3 33.3 33.1 31.4 31.9 - 23 31.9 35.3 32.4 32.2 33.1 31.6 34.7 - 24 34.2 38.2 33.0 32.5 30.6 29.7 32.5 -
10-12 32.9 33.3 33.7 34.5 33.7 33.0 33.7 - 14-16 33.1 33.4 34.0 33.8 33.6 33.2 33.6 - 0-24 33.2 33.5 33.9 33.9 33.8 33.7 33.9 -
85th %ile 33.7
Channel 1 - Eastbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-25 131 179 142 167 187 203 142 26-40 1913 2165 2193 2253 2213 2159 1725 41-55 19 21 34 29 36 28 18 56- 0 0 0 1 0 0 1
TOTAL 2063 2365 2369 2450 2436 2390 1886
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 1 - Eastbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 1695 41 12 1748 6-22 1916 46 15 1977 6-24 1946 46 16 2008 0-24 1998 48 17 2063
15/07/2019 7-19 1713 116 128 1957 6-22 1955 126 139 2220 6-24 1972 126 141 2239 0-24 2083 131 151 2365
16/07/2019 7-19 1767 92 105 1964 6-22 2010 101 118 2229 6-24 2044 102 120 2266 0-24 2126 106 137 2369
17/07/2019 7-19 1828 90 99 2017 6-22 2119 99 113 2331 6-24 2147 99 114 2360 0-24 2219 104 127 2450
18/07/2019 7-19 1786 102 109 1997 6-22 2064 109 122 2295 6-24 2097 110 123 2330 0-24 2184 114 138 2436
19/07/2019 7-19 1842 93 87 2022 6-22 2075 100 98 2273 6-24 2112 100 99 2311 0-24 2180 107 103 2390
20/07/2019 7-19 1577 37 21 1635 6-22 1724 41 21 1786 6-24 1778 42 21 1841 0-24 1817 44 25 1886
Average 7-19 1744 82 80 1906 6-22 1980 89 89 2159 6-24 2014 89 91 2194 0-24 2087 93 100 2280
92%
Channel 2 - Westbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 14 6 8 10 3 12 5 8 8 2 11 4 2 2 4 10 6 4 6 3 3 8 6 6 9 5 3 7 6 4 1 8 13 15 13 13 5 12 10 5 1 6 13 4 11 14 4 10 8 6 8 49 25 22 18 24 6 28 22 7 13 87 70 71 68 55 18 70 55 8 28 151 149 145 134 106 31 137 106 9 37 179 193 174 185 159 60 178 141
10 113 136 138 150 156 126 164 141 140 11 176 156 160 174 151 145 175 157 162 12 177 144 131 143 138 156 155 142 149 13 169 146 129 146 137 157 174 143 151 14 181 136 138 154 139 137 148 141 148 15 179 159 164 167 157 197 150 169 168 16 175 173 159 190 172 238 143 186 179 17 185 259 206 250 236 304 139 251 226 18 161 250 259 275 294 237 149 263 232 19 111 172 172 163 204 159 99 174 154 20 92 75 91 116 127 125 87 107 102 21 83 39 51 48 65 67 64 54 60 22 48 30 37 28 53 51 48 40 42 23 25 25 39 33 37 25 25 32 30 24 4 12 16 18 23 21 16 18 16
7-19 1692 2061 1998 2131 2103 2121 1587 2083 1956 6-22 1928 2292 2247 2394 2416 2419 1804 2354 2214 6-24 1957 2329 2302 2445 2476 2465 1845 2403 2260 0-24 1995 2410 2369 2504 2534 2543 1874 2472 2318
7-19 6-22
6-24 0-24
Channel 2 - Westbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 31.1 29.3 30.6 31.3 28.4 31.2 29.6 - 2 30.2 26.7 30.1 31.0 28.9 31.3 31.0 - 3 33.0 28.7 30.1 29.9 32.1 33.1 32.5 - 4 31.5 29.1 36.8 30.7 33.0 33.0 32.3 - 5 30.2 29.7 32.0 35.2 32.5 34.6 32.0 - 6 30.1 33.7 33.1 31.3 29.8 33.0 31.9 - 7 32.1 30.5 32.6 32.1 32.0 32.0 32.0 - 8 30.5 30.9 30.5 31.1 30.1 31.5 31.5 - 9 31.2 30.8 29.8 30.9 30.8 30.6 30.8 - 10 30.2 30.2 29.8 30.1 30.0 30.7 30.4 - 11 29.3 29.4 29.8 28.7 30.8 30.3 30.1 - 12 30.2 29.4 29.5 29.7 30.1 30.6 29.5 - 13 29.3 30.8 30.2 29.9 30.0 30.5 29.2 - 14 30.5 29.4 30.8 30.7 30.3 30.4 29.5 - 15 29.5 30.9 31.1 30.0 30.2 30.4 30.5 - 16 29.8 30.9 31.4 29.9 28.7 30.8 30.7 - 17 29.0 29.3 30.8 30.5 30.5 30.4 30.7 - 18 30.7 30.5 30.8 29.8 30.6 30.3 30.9 - 19 31.7 31.1 30.8 31.2 30.8 30.8 31.0 - 20 31.7 31.3 31.4 30.3 31.3 31.8 30.7 - 21 32.1 32.0 30.9 31.2 32.6 31.8 29.8 - 22 31.4 31.4 32.4 31.4 32.1 32.6 31.2 - 23 30.7 33.1 29.4 29.7 30.7 30.9 30.0 - 24 32.3 32.6 31.1 32.2 30.4 31.9 30.9 -
10-12 29.7 29.4 29.7 29.2 30.5 30.5 29.8 - 14-16 29.7 30.9 31.3 29.9 29.5 30.7 30.6 - 0-24 30.2 30.5 30.7 30.3 30.5 30.8 30.3 -
Average 30.5
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 34.8 31.2 31.8 32.8 30.2 33.1 30.9 - 2 32.9 28.7 30.2 32.5 30.8 35.4 33.7 - 3 34.1 30.2 31.8 31.5 34.7 37.1 36.3 - 4 - 30.3 43.9 35.2 36.0 34.5 35.5 - 5 - 32.3 33.9 38.1 33.9 40.8 33.9 - 6 32.2 41.2 35.5 32.3 32.3 36.1 33.9 - 7 36.9 35.0 37.0 36.4 37.8 37.7 35.6 - 8 33.7 35.0 33.8 34.9 34.4 35.4 34.3 - 9 34.4 34.4 33.5 34.5 35.0 33.8 33.5 - 10 33.7 34.2 32.7 33.0 33.0 34.2 34.5 - 11 32.5 32.4 33.6 33.2 34.4 34.0 33.8 - 12 33.6 33.5 33.6 33.6 33.7 34.7 32.9 - 13 32.8 34.4 34.1 34.6 33.4 34.1 33.3 - 14 34.0 32.8 34.3 34.5 34.5 33.9 34.5 - 15 33.1 33.9 34.3 34.4 34.3 33.9 34.1 - 16 33.3 34.4 34.8 34.1 32.5 34.7 34.2 - 17 33.5 33.5 34.6 34.0 33.6 34.1 34.0 - 18 34.5 34.8 34.6 33.9 34.4 34.5 34.3 - 19 34.9 34.7 34.5 34.3 34.8 34.0 35.3 - 20 36.0 34.8 35.1 34.9 35.8 34.9 34.7 - 21 35.1 35.4 35.9 35.6 36.8 36.0 33.3 - 22 34.2 36.1 35.2 34.6 34.9 38.4 34.0 - 23 34.4 36.6 33.0 35.2 35.0 34.1 33.4 - 24 36.9 35.2 35.3 37.1 34.9 38.6 32.8 -
10-12 33.2 33.4 33.6 33.5 34.1 34.4 33.6 - 14-16 33.3 34.3 34.5 34.3 33.7 34.2 34.2 - 0-24 34.0 34.5 34.4 34.3 34.4 34.5 33.9 -
85th %ile 34.3
Channel 2 - Westbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-25 113 123 74 125 108 66 90 26-40 1868 2254 2268 2356 2390 2442 1771 41-55 14 33 26 23 36 35 13 56- 0 0 1 0 0 0 0
TOTAL 1995 2410 2369 2504 2534 2543 1874
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 2 - Westbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 1630 50 12 1692 6-22 1861 54 13 1928 6-24 1888 56 13 1957 0-24 1924 58 13 1995
15/07/2019 7-19 1827 101 133 2061 6-22 2034 107 151 2292 6-24 2070 107 152 2329 0-24 2149 109 152 2410
16/07/2019 7-19 1781 94 123 1998 6-22 2003 105 139 2247 6-24 2052 107 143 2302 0-24 2109 111 149 2369
17/07/2019 7-19 1900 90 141 2131 6-22 2141 98 155 2394 6-24 2190 98 157 2445 0-24 2240 99 165 2504
18/07/2019 7-19 1899 72 132 2103 6-22 2189 83 144 2416 6-24 2244 86 146 2476 0-24 2291 87 156 2534
19/07/2019 7-19 1946 87 88 2121 6-22 2229 91 99 2419 6-24 2274 91 100 2465 0-24 2339 92 112 2543
20/07/2019 7-19 1522 41 24 1587 6-22 1735 45 24 1804 6-24 1774 46 25 1845 0-24 1796 47 31 1874
Average 7-19 1786 76 93 1956 6-22 2027 83 104 2214 6-24 2070 84 105 2260 0-24 2121 86 111 2318
91%
AECOM 12
AECOM Limited Royal Court Basil Close Derbyshire Chesterfield S41 7SL UK
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HHIA & FRA
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04 .1
2. 20
18 1
5: 18
:4 2
OPTION CRANE HALL 1:500
CONCEPT DRAWING
Legend Layout
1 SRF/RDF Feed System 2 HVL/WDLF Feed System 3 Administration, Laboratory, Gate House 4 Fire Pump Station 5 Fire Water Tank 6 Residual Fire Water Basin 7 Drainage Water Basin 8 Weigh Bridge (Incoming) 9 Weigh Bridge (Outgoing) 10 Power Substation 11 Parking Cars 12 Parking Trucks (Liquids) 13 Parking Trucks (Solids) 14 Main Entrance/Exit 15 Emergency Exit
N
October 2019 19125877.601/B.1
This means:
• you don't need to do a flood risk assessment if your development is smaller than 1 hectare and not affected by other sources of flooding
• you may need to do a flood risk assessment if your development is larger than 1 hectare or affected by other sources of flooding or in an area with critical drainage problems
Notes
The flood map for planning shows river and sea flooding data only. It doesn’t include other sources of flooding. It is for use in development planning and flood risk assessments.
This information relates to the selected location and is not specific to any property within it. The map is updated regularly and is correct at the time of printing.
The Open Government Licence sets out the terms and conditions for using government data. https://www.nationalarchives.gov.uk/doc/open-government-licence/version/3/
Your selected location is in flood zone 1, an area with a low probability of flooding.
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Selected point
Flood zone 2
Flood zone 1
Location (easting/northing)
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© Environment Agency copyright and / or database rights 2018. All rights reserved. © Crown Copyright and database right 2018. Ordnance Survey licence number 100024198.
sk086495
408607/349420
1:2500
FINAL
AECOM
Georgie Carpenter Graduate Transport Planner
Ross Paradise Senior Transport Planner
Daniel Godfrey Associate Director
001 Sep 19 FINAL DRAFT D Godfrey AD
002 Oct 19 FINAL D Godfrey AD
Cauldon Cement Works – Transport Assessment
AECOM
Prepared for: Geocycle UK Limited
Prepared by: AECOM Infrastructure and Environment UK Limited Royal Court Basil Close Derbyshire Chesterfield S41 7SL UK
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Cauldon Cement Works – Transport Assessment
AECOM
Table of Contents 1. Introduction.............................................................................................................................. 1
1.1 Overview ....................................................................................................................... 1 1.2 Methodology .................................................................................................................. 2 1.3 National Planning Policy Framework: NPPF ................................................................... 2
2. Assessment of Proposals......................................................................................................... 4 2.1 Overview ....................................................................................................................... 4 2.2 Site Location and Local Highway Network ...................................................................... 4 2.3 Access Design ............................................................................................................... 6 2.4 Parking .......................................................................................................................... 6 2.5 Traffic Counts ................................................................................................................ 6 2.6 Development Traffic ....................................................................................................... 8 2.7 Impact on Highway Capacity .......................................................................................... 8 2.8 Impact on Road Safety................................................................................................... 9 2.9 Impact on the Environmental ........................................................................................ 10
3. Conclusions and Summary ..................................................................................................... 11
Appendices
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1. Introduction
1.1 Overview
1.1.1 AECOM has been commissioned by Geocycle UK Limited (via their planning consultants, Heatons) to prepare a Transport Assessment (TA) supporting the development of a proposed fuel storage and feed system at the Cauldon Cement Works.
1.1.2 The location of the site is shown in Figure 1.1.
Figure 1.1: Site Location
© Openstreetmap 2019
1.1.3 This Transport Assessment focuses on highway capacity and road safety. It considers the proposed development in the context of existing site operations and non-site traffic, and concludes that the impacts would not be ‘severe’ which is the main policy test under the National Planning Policy Framework (NPPF, 2019).
A52
A523
Site
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1.2 Methodology
1.2.1 The NPPF states at paragraph 111 that all developments that generate significant amounts of movement “should be supported by a Transport Statement (TS) or Transport Assessment (TA) so that the likely impacts of the proposal can be assessed.”
1.2.2 The Planning Practice Guidance (PPG) states at Paragraph: 013 Reference ID: 42-013- 20140306 that: “local planning authorities must make a judgement as to whether a development proposal would generate significant amounts of movement on a case by case basis (i.e. significance may be a lower threshold where road capacity is already stretched or a higher threshold for a development in an area of high public transport accessibility).”
1.2.3 Although now withdrawn, most local highway authorities continue to use the Guidance on Transport Assessment (GTA, Department for Transport (DfT), 2007) to establish the development thresholds that trigger a TA and / or TS. Within the GTA, there are not any specific thresholds for the proposed type of development; however, a TA has been prepared given the site will generate additional HGV traffic from an existing industrial site.
1.2.4 The methodology used within the assessment follows the current best practice as set out in paragraph 007 (reference ID: 42-007-20140306) and paragraph 015 (reference ID: 42-015- 20140306) of the PPG.
1.3 National Planning Policy Framework: NPPF
1.3.1 The NPPF sets out the Government’s planning policies for England and provides a framework to develop localised planning strategies. Paragraphs 108 to 111 set out the Government’s development planning policies with respect to transport. These paragraphs focus on, and emphasise, the promotion of sustainable transport. NPPF states in assessing sites that may be allocated for development in plans, or specific applications for development, it should be ensured that:
· appropriate opportunities to promote sustainable transport modes can be – or have been – taken up, given the type of development and its location;
· safe and suitable access to the site can be achieved for all users; and
· 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.
109. 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.
110. Within this context, applications for development should:
· give priority first to pedestrian and cycle movements, both within the scheme and with neighbouring areas; and second – so far as possible – to facilitating access to high quality public transport, with layouts that maximise the catchment area for bus or other public transport services, and appropriate facilities that encourage public transport use;
· address the needs of people with disabilities and reduced mobility in relation to all modes of transport;
· create places that are safe, secure and attractive – which minimise the scope for conflicts between pedestrians, cyclists and vehicles, avoid unnecessary street clutter, and respond to local character and design standards;
· allow for the efficient delivery of goods, and access by service and emergency vehicles; and
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· be designed to enable charging of plug-in and other ultra-low emission vehicles in safe, accessible and convenient locations.
111. All developments that will generate significant amounts of movement should be required to provide a travel plan, and the application should be supported by a transport statement or transport assessment so that the likely impacts of the proposal can be assessed.
1.3.2 The key policy test in the NPPF, therefore, is that transport impacts are not ‘severe’. This is confirmed by the PPG portal which states that: “Transport Assessments and Statements can be used to establish whether the residual transport impacts of a proposed development are likely to be ‘severe’, which may be a reason for refusal, in accordance with the National Planning Policy Framework.”
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2.1 Overview
2.1.1 The purpose of this section is to identify the potential impacts of the planning application in terms of transport. It details the traffic surveys undertaken to inform the analysis and considers matters of road safety.
2.2 Site Location and Local Highway Network
2.2.1 Cauldon Cement works is located between the A52 and A523, which are both east-west two-way single carriageway routes linking Derbyshire (Ashbourne) with Staffordshire (Stoke and Leek).
2.2.2 There are currently no routeing restrictions or agreements in place, and vehicles approach the site using all available routes. The two main routes, however, are to the north to a priority junction with the A523 (which is governed by a 30mph speed limit), and to the south, to a priority junction with the A52 (which is governed by the national speed limit). On the route to the south, there is a low bridge (14’ height restriction) which means that most large vehicles travel north. Other than this bridge, there are no physical constraints to the routes which makes them unsuitable for HGV traffic.
2.2.3 There are no planning condition limits on the times which HGVs can enter the site and, indeed, HGVs arrive on a 24/7 basis. There are no weekend or Sunday restrictions.
Figure 2.1: Vehicular Routeing
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2.2.4 The site for the proposed fuel storage and feed system is occupied by existing farm buildings. Access is gained from Earlsway via a priority junction with Yelsway Lane (Figure 2.2). Yelsway Lane provides access to car parking, and local bridleways (Figure 2.3).
Figure 2.2: Site Location (Immediate Highway Network)
Figure 2.3: Public Footpaths and Bridleways (https://www.staffordshire.gov.uk/environment/RightsofWay/Footpaths-bridleways.aspx)
Earlsway
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2.3 Access Design
2.3.1 The proposed form of access and amendments to the highway in the vicinity of Earlsway and Yelsway Lane is provided in Appendix A.
2.3.2 The design amends the junction of Earlsway and Yelsway Lane by removing an existing island between the inbound and outbound legs of the minor arm, and with localised widening. The design incorporates the existing bridleway, and separates HGV and car traffic at the point of access.
2.4 Parking
2.4.1 Car parking for 7 vehicles is proposed to be installed for employees and visitors which would be located close to the site access. Waiting areas for HGVs importing fuel to the site are to be provided, with separate areas for trucks with solid loads and liquid loads to reflect the two precalciner feed systems and the types of waste proposed to be imported. Four HGV waiting spaces are to be provided for HVL/WDLF vehicles and four are to be provided for vehicles with loads of solid SRF/RDF loads.
2.5 Traffic Counts
2.5.1 According to the document, “How the National Road Traffic Estimates are Made” (Department for Transport (DfT), 2007), traffic counts are normally undertaken during the ‘neutral’ months of March, April, May, June, September and October (but outside of school holidays). This is to ensure seasonal impacts are minimised. Surveys for this study were conducted in July, but prior to the school holidays. Also, for this type of development, HGV traffic is not seasonal.
2.5.2 Surveys supporting this study were conducted on 17th July 2019, and included:
· Peak period (0800 – 1000hrs & 1600 – 1900hrs) count of the junction with the A523
· Peak period count of the junction with the A52;
· A 7-day Automatic Traffic Count (ATC) on the A52; and
· A 7-day ATC on the A523.
2.5.3 The locations of the survey are provided in Figure 2.4. Full data is provided in Appendix B.
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2.5.4 The traffic survey shows that:
· In the busiest hour in the morning peak period (being 0900 – 1000hrs)
o 29 two-way HGV movements approached Cauldon from the south;
o 39 two-way HGV movements approached Cauldon from the north
· In the busiest hour in the evening peak period (being 1600 – 1700hrs)
o 16 two-way HGV movements approached Cauldon from the south;
o 32 two-way HGV movements approached Cauldon from the north
2.5.5 The busiest hours for HGV traffic in both the morning and evening periods are outside of the traditional network peak hours of 0800 – 0900hrs & 1700 – 1800hrs. ATC data shows the localised network peak hours as being 0800 – 0900hrs & 1700 – 1800hrs.
2.5.6 Overall movements on both the A523 and A52 were recorded as being low. The Annual Average Daily Traffic (AADT) on the A52 was recorded as only 1,571 and the AADT on the A523 was recorded as being 4,598. The DfT’s estimate of the AADT on the A52 near the Cauldon junction is 2,267 (based on factoring a count undertaken in 2011). The DfT does not hold an estimate of the A523 near the Cauldon junction. To put this in context, the Design Manual for Roads and Bridges (DMRB) states that a two-lane single carriageway road should be built to accommodate flow ranges up to 13,000 AADT.
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2.6 Development Traffic
2.6.1 Table 2.1 shows the volume of material and associated number of HGVs with the components of the site. From this, the total number of HGV movements per day will be low, with only an additional 21 HGV arrivals per day (which equates to less than one per hour).
Table 2.1: HGV Trip Generation Calculation
AFR SRF / RDF HVL / WDLF
Remarks
HGV Load 22T 25T
HGV receiving days/year 260 260
5.5 days per week. HGV deliveries are scheduled for between 0600 – 2200 (Monday – Fridays) and 0600 – 1300
(Saturdays)
HGV per hour 0.94 0.38
2.6.2 There is scope for additional vehicle movements to be off-set by a long-term reduction in deliveries of coal and tyre chips, should the alternative fuels prove to be a more efficient fuel source given their higher calorific value.
2.6.3 In terms of staff numbers, the site will employ 6 full time employees. Again, these totals are low.
2.7 Impact on Highway Capacity
2.7.1 The GTA indicates that the starting point for assessing highway capacity should be an addition of 30 two-way trips in any one hour. The proposed development would generate far fewer trips than this threshold and therefore the impact on highway capacity over and above existing conditions would be negligible. Marginal numbers of additional HGVs would be added to routes that already carry HGV traffic.
2.7.2 In addition, the traffic survey conducted on both the A52 and A523 recorded far less traffic than the maximum flow range for which the roads were designed. As such, there would be little difference in performance of these routes with the proposed development in place.
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2.8 Impact on Road Safety
2.8.1 The GTA states that a TA or a TS (whichever is appropriate for the scale and type of development) should “establish the current personal injury accident records for the most recent three-year period, or five years if this is considered to be more appropriate.”
2.8.2 Road safety collision statistics have been obtained from the DfT (via the Crashmap database) from 01/01/2013 to 30/06/2018. The data obtained relates to those collisions that resulted in a personal injury and which were reported to the police. This data (known as STATS19 statistics) is generally recognised to be the most complete record of road collisions occurring on the local highway network. For the avoidance of doubt, and as is normal practice, they do not include statistics from collisions resulting in “damage-only” to vehicles, or which were not reported to the police.
2.8.3 Each collision resulting in a personal injury is classed as either ‘Slight’, ‘Serious’ or ‘Fatal’ by the police depending on the most serious injury resulting from the collision (i.e. a collision resulting in two ‘Slight’ injuries and one ‘Serious’ injury would be classified as a ‘Serious’ collision). Definitions given in Road Accidents Great Britain (published by the DfT) are as follows:
· Slight: An injury of a minor character such as a sprain (including neck whiplash injury), bruise or cut which are not judged to be severe, or slight shock requiring roadside attention. This definition includes injuries not requiring medical treatment.
· Serious: An injury for which a person is detained in hospital as an “in-patient”, or any of the following injuries whether or not they are detained in hospital: fractures, concussion, internal injuries, crushings, burns (excluding friction burns), severe cuts, severe general shock requiring medical treatment and injuries causing death 30 or more days after the accident. An injured casualty is recorded as seriously or slightly injured by the police on the basis of information available within a short time of the accident. This generally will not reflect the results of a medical examination, but may be influenced according to whether the casualty is hospitalised or not. Hospitalisation procedures will vary regionally.
· Fatal: Human casualties who sustained injuries which caused death less than 30 days (before 1954, about two months) after the accident. Confirmed suicides are excluded.
2.8.4 The data shows that:
· There have been four collisions on the route between the A523 and A52 through Cauldon. Three of these were classed as ‘slight’ by the police and one of which was classed as ‘serious’. None of these collisions occurred in the same location. One of these ‘slight’ collisions involved a goods vehicle.
· One collision occurred near the junction with the A523. This was classed as ‘slight’ by the police and involved a goods vehicle.
· One collision occurred near the junction with the A52. This was classed as ‘slight’ by the police and involved a goods vehicle.
2.8.5 There are no specific locations at which collisions are occurring with at a frequency requiring mitigation, given the number involving goods vehicles it is recommended that a review of road warning signage and marking is undertaken as a condition of any planning permission.
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2.9 Impact on the Environmental
2.9.1 The Institute for Environmental Assessment (IEA) Guidelines for the Environmental Assessment of Road Traffic can be used to judge in broad terms the environmental impact of the development in terms of its traffic impact.
2.9.2 The purpose of the Guidelines is to provide the basis for a systematic, consistent and comprehensive coverage for the appraisal of traffic impacts for a variety of development projects. In terms of general environmental assessment, the guidelines were effectively superseded by the Guidelines for Environmental Impact Assessment but they still provide a useful rule of thumb since the focus of the IEA guidelines is on assessment thresholds relating to traffic impact and not on assessment methodologies for specific types of environmental assessment.
2.9.3 The impacts considered by the IEA Guidelines include; noise, vibration, visual effects, severance, driver delay, pedestrian delay, pedestrian amenity, fear and intimidation, accidents and safety, hazardous loads, air pollution, dust and dirt, ecological effects, and impact on heritage and conservation areas.
2.9.4 As a guideline, the IEA suggest that highway links (i.e. roads) should be separately assessed when:
· Rule 1: Include highway links where traffic flows will increase by more than 30% (or the number of HGVs will increase by more than 30%)
· Rule 2: Include any other specifically sensitive areas where traffic flows have increased by 10% of more.
2.9.5 The IEA Guidelines go on to state that:
“At a basic level, it should…be assumed that projected changes in traffic of less than 10% create no discernible environmental impact,” and that;
“Previous research has indicated that the most discernible environmental impacts of traffic are noise, severance, pedestrian delay and intimidation,” and that;
“Other environmental impacts are less sensitive to traffic flow changes, and it is recommended that, as a starting point, a 30% change in traffic flow represents a reasonable threshold for including a highway link within the assessment”.
2.9.6 The proposed development would not trigger the requirement for any further environmental assessment of road traffic, given the volumes of staff and HGV traffic.
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3. Conclusions and Summary 3.1.1 It is proposed to construct a fuel storage and feed system at the Cauldon Cement Works.
3.1.2 The site current generates HGVs on the local highway network, and there are established routes to / from the site. The proposed development would not add a material number of HGVs (or staff trips) to these routes and, as such, there would be little change in overall highway performance or road safety risk. A review of highway signage and road markings at the junctions with the A52, A523 and route between these highways is recommended.
Appendix A
Access Design
236.40 235.09
236.50
FOOTPATH ALIGNMENT TO TIE INTO EXISTING BRIDLEWAY
2m
5.5m
5.5m
2.75m
2.75m
APPROXIMATE LINE OF VISIBILITY SPLAY BASED UPON INTERPRETATION OF STREETVIEW MAPPING
4.5x215m VISIBILITY SPLAY
APPROXIMATE LINE OF VISIBILITY SPLAY BASED UPON INTERPRETATION OF STREETVIEW MAPPING
2.4x40m VISIBILITY SPLAY
4.1m
Tel: Fax:
THIS DRAWING HAS BEEN PREPARED FOR THE USE OF AECOM’S CLIENT. IT MAY NOT BE USED, MODIFIED, REPRODUCED OR RELIED UPON BY THIRD PARTIES, EXCEPT AS AGREED BY
AECOM OR AS REQUIRED BY LAW. AECOM ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT USES OR RELIES ON THIS DRAWING WITHOUT
AECOM’S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM THE STATED DIMENSIONS.
IT IS ASSUMED THAT ALL WORKS ON THIS DRAWING WILL BE CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE APPROPRIATE, TO AN APPROPRIATE
METHOD STATEMENT.
THIS DRAWING IS TO BE USED ONLY FOR THE PURPOSE OF ISSUE THAT IT WAS ISSUED FOR AND IS SUBJECT TO AMENDMENT.
FOR INFORMATION
CAC-AEC-XX-XX-DR-CE-02000 P3
-
AECOM Infrastructure & Environment UK Limited
SCALE 1:250
1050 15 20 25m
This drawing is for preliminary purposes only and is subject to amendment during design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
NOTES
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTS, ENGINEERS AND SPECIALISTS DRAWINGS, DETAILS AND SPECIFICATIONS.
3. TOPOGRAPHICAL DATA IS BASED ON AGGREGATE INDUSTRIES DRAWING 'CAULDON FINAL COMBINED 170619 - A1 1 TO 500', DATED 17 JUNE 2019.
4. PROPOSED SITE LAYOUT IS BASED ON AGGREGATE INDUSTRIES DRAWING ' CLD01-EGIS-GA01-V000000-0001_B'.
5. EARLSWAY JUNCTION VISIBILITY SPLAYS ARE BASED ON A DESIGN SPEED OF 100 KPH, DMRB TD 9/93 TABLE 3 INDICATES A 215m VISIBILITY REQUIREMENT, HOWEVER FURTHER TOPOGRAPHICAL INFORMATION IS REQUIRED FOR THIS TO BE FULLY REPRESENTED ON THE DRAWING.
6. SITE ACCESS VISIBILITY SPLAY IS BASED ON A DESIGN SPEED OF 48 KPH, MANUAL FOR STREETS:2007 TABLE 7.1 INDICATES A 40m VISIBILITY REQUIREMENT.
KEY
CHASSIS ENVELOPE
ARTICULATED VEHICLE WITH TWIN STEERED TRACTOR OVERALL LENGTH 16.500m OVERALL WIDTH 2.550m OVERALL BODY HEIGHT 3.691m MIN BODY GROUND CLEARANCE 0.426m MAX TRACK WIDTH 2.500m LOCK TO LOCK TIME 6.00s KERB TO KERB TURNING RADIUS 6.987m
REMOVED REDLINE, ADDED EMERGENCY ENTRANCE
LC SS 16.09.19 P2
DHG SS 07.10.19 P3
Appendix B
Traffic Counts
Channel 1 - Eastbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 17 4 2 0 0 5 4 2 5 2 9 3 2 1 1 0 3 1 3 3 3 1 1 0 1 1 1 1 1 4 4 0 1 1 2 0 2 1 1 5 2 12 9 8 10 11 1 10 8 6 1 20 17 17 22 16 6 18 14 7 4 30 36 39 39 35 14 36 28 8 4 61 66 76 54 58 16 63 48 9 28 37 48 43 39 42 19 42 37
10 16 67 63 62 59 56 60 61 55 11 50 70 71 47 80 54 65 64 62 12 32 67 73 66 72 64 65 68 63 13 45 49 57 41 57 64 41 54 51 14 46 57 52 64 50 69 38 58 54 15 32 51 51 58 37 55 44 50 47 16 45 56 53 53 61 68 48 58 55 17 30 49 48 57 66 53 44 55 50 18 35 42 73 61 55 44 29 55 48 19 24 40 43 45 46 43 30 43 39 20 25 20 34 26 23 42 26 29 28 21 10 12 16 29 14 30 12 20 18 22 4 9 9 8 14 18 11 12 10 23 8 9 5 9 18 6 12 9 10 24 6 4 4 1 7 2 11 4 5
7-19 387 646 698 673 676 670 499 673 607 6-22 430 717 793 775 766 795 562 769 691 6-24 444 730 802 785 791 803 585 782 706 0-24 480 770 834 812 827 836 602 816 737
7-19 6-22
6-24 0-24
Channel 1 - Eastbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 28.7 30.7 34.6 - - 42.8 33.8 - 2 31.6 34.5 34.1 41.1 36.3 - 38.7 - 3 28.4 33.9 39.0 - 23.3 34.9 39.3 - 4 31.4 - 45.0 32.8 39.8 - 38.3 - 5 38.1 41.3 38.4 40.6 42.9 40.8 44.8 - 6 40.9 40.8 42.3 39.4 38.1 39.9 43.7 - 7 41.0 43.2 41.8 34.7 44.2 42.1 39.9 - 8 36.0 40.6 44.0 41.1 44.5 44.1 40.2 - 9 36.4 41.6 39.6 39.0 42.4 42.1 39.7 - 10 39.9 36.8 37.5 39.5 40.4 39.5 38.8 - 11 38.6 36.8 37.7 37.3 37.7 38.8 39.2 - 12 39.8 37.2 37.9 37.6 37.2 40.7 39.1 - 13 38.6 36.5 37.8 40.5 37.3 39.1 38.4 - 14 39.1 38.3 39.0 39.2 37.1 39.2 38.2 - 15 39.8 38.0 37.8 38.9 35.7 37.8 40.8 - 16 39.6 38.3 37.6 38.3 40.5 39.2 37.8 - 17 38.2 38.9 41.1 40.8 39.4 39.6 38.1 - 18 40.5 43.4 45.1 40.9 44.0 41.1 38.8 - 19 42.1 42.1 43.2 39.1 40.4 40.2 39.1 - 20 41.4 40.5 37.5 40.6 42.7 40.7 39.5 - 21 41.7 41.8 34.8 40.5 43.1 36.9 38.8 - 22 32.3 37.4 37.5 43.6 35.5 36.0 38.4 - 23 26.6 41.1 39.8 38.7 38.4 30.9 32.6 - 24 27.1 32.2 29.6 37.2 43.8 44.0 29.3 -
10-12 39.1 37.0 37.8 37.5 37.5 39.8 39.2 - 14-16 39.7 38.2 37.7 38.6 38.7 38.6 39.2 - 0-24 38.3 39.0 39.7 39.3 39.9 39.9 38.7 -
Average 39.4
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 33.8 35.3 42.5 - - 48.4 41.9 - 2 38.1 38.6 34.5 - - - 41.2 - 3 32.6 - - - - - - - 4 34.6 - - - 45.9 - 39.3 - 5 40.8 46.8 43.4 46.6 48.2 47.0 - - 6 - 47.9 50.6 50.4 50.3 48.0 47.9 - 7 42.9 52.5 47.9 46.4 51.6 49.6 47.2 - 8 38.7 47.9 50.5 48.1 49.7 49.3 46.4 - 9 42.2 47.9 50.4 48.0 48.2 48.1 47.2 - 10 44.7 43.7 42.9 46.1 45.3 44.5 45.7 - 11 46.1 43.7 43.6 41.6 42.5 45.7 43.5 - 12 43.4 42.6 45.0 43.7 42.9 47.9 42.6 - 13 43.8 42.2 45.3 45.9 42.7 43.4 44.1 - 14 43.9 46.0 45.6 46.3 41.7 46.2 44.7 - 15 45.2 43.2 44.8 44.9 42.5 45.4 46.4 - 16 47.5 47.6 42.7 46.0 47.7 45.3 42.5 - 17 43.4 46.0 45.9 46.5 47.6 47.9 42.6 - 18 44.9 50.8 54.4 48.1 50.9 45.1 44.4 - 19 50.7 48.5 51.4 45.5 47.2 44.9 42.8 - 20 49.8 48.5 47.9 48.6 49.9 47.5 43.7 - 21 47.6 45.8 45.0 48.2 48.3 43.4 43.7 - 22 39.1 43.2 41.6 48.1 40.3 46.8 45.9 - 23 32.2 43.2 49.0 44.9 44.3 39.0 41.5 - 24 29.3 37.0 40.1 - 51.2 46.8 34.5 -
10-12 45.2 43.1 44.1 43.4 42.6 47.0 43.3 - 14-16 46.5 44.8 43.3 45.6 46.7 45.4 44.8 - 0-24 45.2 46.6 47.5 46.7 46.8 46.9 44.5 -
85th %ile 46.5
Channel 1 - Eastbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-30 65 91 92 85 76 72 50 31-45 347 536 552 558 576 597 474 46-60 68 143 188 167 171 163 78 61- 0 0 2 2 4 4 0
TOTAL 480 770 834 812 827 836 602
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 1 - Eastbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 367 18 2 387 6-22 409 18 3 430 6-24 421 18 5 444 0-24 453 18 9 480
15/07/2019 7-19 568 40 38 646 6-22 632 45 40 717 6-24 643 47 40 730 0-24 681 47 42 770
16/07/2019 7-19 632 38 28 698 6-22 717 41 35 793 6-24 725 42 35 802 0-24 752 43 39 834
17/07/2019 7-19 620 34 19 673 6-22 711 37 27 775 6-24 720 38 27 785 0-24 742 38 32 812
18/07/2019 7-19 626 24 26 676 6-22 709 29 28 766 6-24 734 29 28 791 0-24 765 30 32 827
19/07/2019 7-19 620 28 22 670 6-22 736 33 26 795 6-24 742 33 28 803 0-24 771 34 31 836
20/07/2019 7-19 477 17 5 499 6-22 537 17 8 562 6-24 557 18 10 585 0-24 574 18 10 602
Average 7-19 559 28 20 607 6-22 636 31 24 691 6-24 649 32 25 706 0-24 677 33 28 737
92%
Channel 2 - Westbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 8 4 1 4 1 3 3 3 3 2 7 5 4 2 1 0 4 2 3 3 4 0 3 0 0 2 7 1 2 4 4 1 0 3 3 2 0 2 2 5 2 6 4 3 2 2 1 3 3 6 2 23 16 16 14 17 3 17 13 7 18 15 9 20 17 13 7 15 14 8 10 31 47 41 27 24 8 34 27 9 22 33 42 41 33 44 15 39 33
10 32 36 39 38 31 31 26 35 33 11 39 39 41 47 44 53 56 45 46 12 57 49 53 39 46 34 60 44 48 13 44 42 39 39 47 53 39 44 43 14 46 62 43 40 40 45 53 46 47 15 54 69 66 79 61 67 54 68 64 16 51 89 90 63 82 104 70 86 78 17 61 86 100 99 105 95 79 97 89 18 73 100 122 122 111 106 59 112 99 19 49 79 85 78 79 64 65 77 71 20 18 56 67 58 59 46 48 57 50 21 16 25 39 22 39 26 26 30 28 22 11 13 19 10 31 20 16 19 17 23 10 6 11 12 11 16 17 11 12 24 4 2 4 4 8 6 15 5 6
7-19 538 715 767 726 706 720 584 727 679 6-22 601 824 901 836 852 825 681 848 789 6-24 615 832 916 852 871 847 713 864 807 0-24 642 871 944 880 892 873 731 892 833
7-19 6-22
6-24 0-24
Channel 2 - Westbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 38.9 39.0 50.3 41.7 51.2 47.4 34.6 - 2 29.5 38.7 38.2 49.1 43.5 - 40.1 - 3 38.4 - 40.0 - - 46.1 44.8 - 4 25.7 36.4 - 39.4 50.5 35.2 - - 5 33.0 42.4 41.8 44.5 40.3 46.0 49.7 - 6 43.2 43.7 43.4 47.6 47.1 45.3 42.8 - 7 42.6 41.3 42.3 42.5 45.7 44.8 47.0 - 8 38.9 38.7 46.7 43.4 44.9 47.7 38.6 - 9 40.2 42.1 41.1 41.5 40.8 39.5 42.8 - 10 40.8 42.3 40.6 38.0 41.9 41.2 39.2 - 11 36.4 38.0 40.1 39.1 40.3 38.0 40.4 - 12 38.6 39.4 38.1 38.9 38.3 38.0 40.2 - 13 40.4 35.9 39.8 39.6 37.9 38.6 39.5 - 14 38.8 37.6 40.0 40.9 40.2 40.2 37.6 - 15 39.3 39.6 39.5 39.9 39.4 40.2 40.2 - 16 39.4 38.7 40.1 37.8 39.9 37.9 40.0 - 17 38.9 41.5 42.7 39.6 39.2 39.3 37.7 - 18 39.8 41.9 41.0 41.6 43.3 40.8 40.1 - 19 38.0 41.3 40.6 40.9 41.2 41.2 39.2 - 20 39.9 39.3 41.1 40.1 41.1 39.9 39.9 - 21 42.5 40.5 39.9 40.5 42.8 41.5 40.1 - 22 38.4 43.4 40.0 42.5 38.1 37.7 39.8 - 23 42.1 36.7 40.6 45.4 39.6 40.7 36.5 - 24 43.4 39.0 45.9 42.8 45.7 45.8 30.6 -
10-12 37.7 38.8 39.0 39.0 39.3 38.0 40.3 - 14-16 39.3 39.1 39.8 38.9 39.7 38.8 40.1 - 0-24 39.2 40.1 40.9 40.5 40.9 40.1 39.4 -
Average 40.2
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 44.3 42.0 - 43.8 - 54.3 40.4 - 2 32.2 42.1 40.3 51.0 - - 42.5 - 3 42.4 - 40.2 - - 46.6 52.9 - 4 38.4 - - 43.9 53.5 40.9 - - 5 33.5 45.1 46.3 51.8 46.2 51.3 - - 6 44.1 50.0 50.1 50.4 53.0 51.6 49.7 - 7 45.5 47.3 48.5 50.0 50.3 50.1 51.5 - 8 44.5 45.9 52.6 49.9 52.1 55.0 44.6 - 9 44.5 46.7 48.6 48.2 47.0 45.0 50.0 - 10 47.0 48.4 45.8 44.1 45.9 46.9 45.1 - 11 40.7 44.1 44.3 45.0 46.4 44.3 48.3 - 12 44.6 47.2 42.8 43.5 45.1 44.3 44.4 - 13 45.3 43.4 48.0 45.4 45.3 44.9 45.2 - 14 44.0 44.1 45.8 45.5 46.7 46.0 44.1 - 15 45.4 44.8 44.4 45.5 45.3 47.6 45.5 - 16 44.8 44.6 45.6 45.0 45.5 45.4 45.9 - 17 45.5 47.0 48.1 45.1 45.8 48.5 43.2 - 18 46.6 47.0 47.1 47.2 49.5 48.1 45.2 - 19 43.6 45.8 45.8 47.9 47.9 47.8 44.2 - 20 45.2 47.8 49.2 49.6 48.2 46.1 44.6 - 21 47.8 46.5 47.0 47.1 51.5 49.4 49.3 - 22 43.9 50.0 45.1 48.7 44.9 44.2 44.6 - 23 45.5 43.2 48.0 50.8 42.3 44.0 42.9 - 24 49.4 42.6 50.7 45.3 52.0 50.8 38.5 -
10-12 44.1 45.2 43.8 44.4 46.0 44.3 45.2 - 14-16 45.4 44.7 45.5 45.2 45.4 46.4 45.8 - 0-24 45.1 46.3 48.0 46.9 47.7 47.2 45.2 -
85th %ile 46.6
Channel 2 - Westbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-30 47 62 53 62 45 56 46 31-45 526 663 684 656 663 652 600 46-60 69 145 206 162 184 163 84 61- 0 1 1 0 0 2 1
TOTAL 642 871 944 880 892 873 731
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 2 - Westbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 504 31 3 538 6-22 559 37 5 601 6-24 572 37 6 615 0-24 594 37 11 642
15/07/2019 7-19 640 44 31 715 6-22 747 45 32 824 6-24 755 45 32 832 0-24 787 48 36 871
16/07/2019 7-19 675 37 55 767 6-22 803 42 56 901 6-24 818 42 56 916 0-24 841 43 60 944
17/07/2019 7-19 655 32 39 726 6-22 756 36 44 836 6-24 772 36 44 852 0-24 798 37 45 880
18/07/2019 7-19 652 32 22 706 6-22 792 36 24 852 6-24 810 37 24 871 0-24 827 38 27 892
19/07/2019 7-19 657 39 24 720 6-22 753 43 29 825 6-24 775 43 29 847 0-24 799 45 29 873
20/07/2019 7-19 562 18 4 584 6-22 652 19 10 681 6-24 681 20 12 713 0-24 694 21 16 731
Average 7-19 621 33 25 679 6-22 723 37 29 789 6-24 740 37 29 807 0-24 763 38 32 833
91%
Channel 1 - Eastbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 14 3 5 8 5 8 8 6 7 2 13 2 4 1 4 3 8 3 5 3 0 5 2 1 2 1 2 2 2 4 5 10 5 8 4 4 3 6 6 5 6 35 25 20 26 12 6 24 19 6 17 71 62 52 65 51 18 60 48 7 17 134 126 147 131 98 17 127 96 8 47 210 184 189 190 157 63 186 149 9 54 208 206 206 211 160 85 198 161
10 121 196 180 181 176 187 136 184 168 11 175 151 161 165 164 172 164 163 165 12 219 173 150 160 148 152 176 157 168 13 194 133 125 139 134 154 194 137 153 14 155 152 137 136 152 151 177 146 151 15 171 144 159 157 153 164 172 155 160 16 202 149 152 187 160 188 159 167 171 17 169 150 188 181 188 188 112 179 168 18 141 176 201 204 189 227 124 199 180 19 100 115 121 112 132 122 73 120 111 20 85 61 66 81 77 77 60 72 72 21 83 33 49 51 58 48 33 48 51 22 44 35 24 35 32 28 41 31 34 23 17 12 22 22 19 25 33 20 21 24 14 7 15 7 16 13 22 12 13
7-19 1748 1957 1964 2017 1997 2022 1635 1991 1906 6-22 1977 2220 2229 2331 2295 2273 1786 2270 2159 6-24 2008 2239 2266 2360 2330 2311 1841 2301 2194 0-24 2063 2365 2369 2450 2436 2390 1886 2402 2280
7-19 6-22
6-24 0-24
Channel 1 - Eastbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 30.8 32.3 30.9 29.2 31.0 30.5 31.1 - 2 30.3 27.4 30.6 27.1 37.2 29.9 30.6 - 3 - 29.1 31.6 28.0 30.1 29.4 26.8 - 4 34.5 30.2 31.5 29.2 31.3 33.7 33.0 - 5 29.8 29.5 28.9 28.8 31.9 29.4 32.3 - 6 29.9 30.8 31.2 30.8 30.4 31.1 31.0 - 7 30.2 30.5 31.1 30.6 31.2 30.1 31.3 - 8 32.1 29.6 30.4 30.0 30.6 31.0 29.7 - 9 29.9 29.1 29.7 30.0 29.7 30.1 31.5 - 10 30.2 29.3 29.5 30.3 30.1 29.7 29.6 - 11 29.5 29.9 30.0 31.4 30.3 29.8 30.2 - 12 29.8 30.1 29.4 30.1 30.4 29.4 29.8 - 13 29.1 29.6 29.6 29.6 29.9 28.3 29.7 - 14 30.1 30.0 30.7 30.0 29.8 29.8 30.3 - 15 29.8 30.3 31.4 30.7 30.0 29.8 30.5 - 16 29.8 29.9 30.2 30.0 30.3 29.5 30.3 - 17 29.4 31.1 31.5 30.9 29.9 30.7 30.7 - 18 30.6 30.7 30.8 30.7 30.4 30.3 31.6 - 19 30.4 30.9 31.2 30.5 29.8 30.3 30.3 - 20 30.2 31.0 31.0 29.7 31.3 31.5 29.8 - 21 30.4 30.8 30.3 29.5 29.8 31.0 30.1 - 22 29.1 27.9 29.0 30.3 30.0 29.7 29.8 - 23 29.6 29.8 29.2 29.8 30.0 29.2 30.8 - 24 31.7 31.8 31.1 29.5 28.7 28.3 29.4 -
10-12 29.7 30.0 29.8 30.8 30.3 29.6 30.0 - 14-16 29.8 30.1 30.8 30.3 30.2 29.7 30.4 - 0-24 29.9 30.0 30.4 30.3 30.2 30.0 30.3 -
Average 30.2
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 33.7 34.8 36.8 31.3 41.3 32.8 35.0 - 2 33.9 27.8 32.6 - 45.1 30.7 33.5 - 3 - 30.2 32.9 - 30.4 - 30.6 - 4 41.2 32.0 35.1 30.0 32.0 35.1 35.6 - 5 32.4 31.0 33.3 30.2 34.2 32.7 33.8 - 6 33.4 34.6 35.4 34.9 33.9 35.6 37.3 - 7 31.5 33.3 34.2 34.3 35.0 32.8 33.5 - 8 36.9 32.8 33.4 32.5 34.2 35.3 33.0 - 9 32.4 31.5 32.2 33.4 32.6 33.2 34.9 - 10 33.6 32.9 32.5 32.9 33.9 32.4 33.3 - 11 32.4 33.5 33.5 34.8 33.7 32.8 33.7 - 12 33.2 32.9 33.8 34.2 33.8 33.1 33.6 - 13 31.6 33.6 33.0 33.2 34.2 31.8 33.7 - 14 33.6 33.4 34.7 33.5 34.3 33.3 33.9 - 15 33.3 33.7 34.6 34.0 33.5 33.9 33.6 - 16 32.9 33.2 33.0 33.8 34.0 32.8 33.6 - 17 32.9 35.2 34.4 34.8 32.9 34.4 34.1 - 18 33.7 34.9 34.7 34.5 33.8 33.7 35.2 - 19 34.1 34.5 34.7 34.7 33.0 33.8 34.7 - 20 33.3 36.0 35.7 32.9 36.0 35.2 33.3 - 21 33.6 36.9 33.8 33.5 34.2 35.0 33.8 - 22 31.2 30.8 33.3 33.3 33.1 31.4 31.9 - 23 31.9 35.3 32.4 32.2 33.1 31.6 34.7 - 24 34.2 38.2 33.0 32.5 30.6 29.7 32.5 -
10-12 32.9 33.3 33.7 34.5 33.7 33.0 33.7 - 14-16 33.1 33.4 34.0 33.8 33.6 33.2 33.6 - 0-24 33.2 33.5 33.9 33.9 33.8 33.7 33.9 -
85th %ile 33.7
Channel 1 - Eastbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-25 131 179 142 167 187 203 142 26-40 1913 2165 2193 2253 2213 2159 1725 41-55 19 21 34 29 36 28 18 56- 0 0 0 1 0 0 1
TOTAL 2063 2365 2369 2450 2436 2390 1886
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 1 - Eastbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 1695 41 12 1748 6-22 1916 46 15 1977 6-24 1946 46 16 2008 0-24 1998 48 17 2063
15/07/2019 7-19 1713 116 128 1957 6-22 1955 126 139 2220 6-24 1972 126 141 2239 0-24 2083 131 151 2365
16/07/2019 7-19 1767 92 105 1964 6-22 2010 101 118 2229 6-24 2044 102 120 2266 0-24 2126 106 137 2369
17/07/2019 7-19 1828 90 99 2017 6-22 2119 99 113 2331 6-24 2147 99 114 2360 0-24 2219 104 127 2450
18/07/2019 7-19 1786 102 109 1997 6-22 2064 109 122 2295 6-24 2097 110 123 2330 0-24 2184 114 138 2436
19/07/2019 7-19 1842 93 87 2022 6-22 2075 100 98 2273 6-24 2112 100 99 2311 0-24 2180 107 103 2390
20/07/2019 7-19 1577 37 21 1635 6-22 1724 41 21 1786 6-24 1778 42 21 1841 0-24 1817 44 25 1886
Average 7-19 1744 82 80 1906 6-22 1980 89 89 2159 6-24 2014 89 91 2194 0-24 2087 93 100 2280
92%
Channel 2 - Westbound Vehicle Flow Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday 5 Day Ave 7 Day Ave
1 14 6 8 10 3 12 5 8 8 2 11 4 2 2 4 10 6 4 6 3 3 8 6 6 9 5 3 7 6 4 1 8 13 15 13 13 5 12 10 5 1 6 13 4 11 14 4 10 8 6 8 49 25 22 18 24 6 28 22 7 13 87 70 71 68 55 18 70 55 8 28 151 149 145 134 106 31 137 106 9 37 179 193 174 185 159 60 178 141
10 113 136 138 150 156 126 164 141 140 11 176 156 160 174 151 145 175 157 162 12 177 144 131 143 138 156 155 142 149 13 169 146 129 146 137 157 174 143 151 14 181 136 138 154 139 137 148 141 148 15 179 159 164 167 157 197 150 169 168 16 175 173 159 190 172 238 143 186 179 17 185 259 206 250 236 304 139 251 226 18 161 250 259 275 294 237 149 263 232 19 111 172 172 163 204 159 99 174 154 20 92 75 91 116 127 125 87 107 102 21 83 39 51 48 65 67 64 54 60 22 48 30 37 28 53 51 48 40 42 23 25 25 39 33 37 25 25 32 30 24 4 12 16 18 23 21 16 18 16
7-19 1692 2061 1998 2131 2103 2121 1587 2083 1956 6-22 1928 2292 2247 2394 2416 2419 1804 2354 2214 6-24 1957 2329 2302 2445 2476 2465 1845 2403 2260 0-24 1995 2410 2369 2504 2534 2543 1874 2472 2318
7-19 6-22
6-24 0-24
Channel 2 - Westbound Average Speed Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 31.1 29.3 30.6 31.3 28.4 31.2 29.6 - 2 30.2 26.7 30.1 31.0 28.9 31.3 31.0 - 3 33.0 28.7 30.1 29.9 32.1 33.1 32.5 - 4 31.5 29.1 36.8 30.7 33.0 33.0 32.3 - 5 30.2 29.7 32.0 35.2 32.5 34.6 32.0 - 6 30.1 33.7 33.1 31.3 29.8 33.0 31.9 - 7 32.1 30.5 32.6 32.1 32.0 32.0 32.0 - 8 30.5 30.9 30.5 31.1 30.1 31.5 31.5 - 9 31.2 30.8 29.8 30.9 30.8 30.6 30.8 - 10 30.2 30.2 29.8 30.1 30.0 30.7 30.4 - 11 29.3 29.4 29.8 28.7 30.8 30.3 30.1 - 12 30.2 29.4 29.5 29.7 30.1 30.6 29.5 - 13 29.3 30.8 30.2 29.9 30.0 30.5 29.2 - 14 30.5 29.4 30.8 30.7 30.3 30.4 29.5 - 15 29.5 30.9 31.1 30.0 30.2 30.4 30.5 - 16 29.8 30.9 31.4 29.9 28.7 30.8 30.7 - 17 29.0 29.3 30.8 30.5 30.5 30.4 30.7 - 18 30.7 30.5 30.8 29.8 30.6 30.3 30.9 - 19 31.7 31.1 30.8 31.2 30.8 30.8 31.0 - 20 31.7 31.3 31.4 30.3 31.3 31.8 30.7 - 21 32.1 32.0 30.9 31.2 32.6 31.8 29.8 - 22 31.4 31.4 32.4 31.4 32.1 32.6 31.2 - 23 30.7 33.1 29.4 29.7 30.7 30.9 30.0 - 24 32.3 32.6 31.1 32.2 30.4 31.9 30.9 -
10-12 29.7 29.4 29.7 29.2 30.5 30.5 29.8 - 14-16 29.7 30.9 31.3 29.9 29.5 30.7 30.6 - 0-24 30.2 30.5 30.7 30.3 30.5 30.8 30.3 -
Average 30.5
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Hr Ending Sunday Monday Tuesday Wednesday Thursday Friday Saturday
1 34.8 31.2 31.8 32.8 30.2 33.1 30.9 - 2 32.9 28.7 30.2 32.5 30.8 35.4 33.7 - 3 34.1 30.2 31.8 31.5 34.7 37.1 36.3 - 4 - 30.3 43.9 35.2 36.0 34.5 35.5 - 5 - 32.3 33.9 38.1 33.9 40.8 33.9 - 6 32.2 41.2 35.5 32.3 32.3 36.1 33.9 - 7 36.9 35.0 37.0 36.4 37.8 37.7 35.6 - 8 33.7 35.0 33.8 34.9 34.4 35.4 34.3 - 9 34.4 34.4 33.5 34.5 35.0 33.8 33.5 - 10 33.7 34.2 32.7 33.0 33.0 34.2 34.5 - 11 32.5 32.4 33.6 33.2 34.4 34.0 33.8 - 12 33.6 33.5 33.6 33.6 33.7 34.7 32.9 - 13 32.8 34.4 34.1 34.6 33.4 34.1 33.3 - 14 34.0 32.8 34.3 34.5 34.5 33.9 34.5 - 15 33.1 33.9 34.3 34.4 34.3 33.9 34.1 - 16 33.3 34.4 34.8 34.1 32.5 34.7 34.2 - 17 33.5 33.5 34.6 34.0 33.6 34.1 34.0 - 18 34.5 34.8 34.6 33.9 34.4 34.5 34.3 - 19 34.9 34.7 34.5 34.3 34.8 34.0 35.3 - 20 36.0 34.8 35.1 34.9 35.8 34.9 34.7 - 21 35.1 35.4 35.9 35.6 36.8 36.0 33.3 - 22 34.2 36.1 35.2 34.6 34.9 38.4 34.0 - 23 34.4 36.6 33.0 35.2 35.0 34.1 33.4 - 24 36.9 35.2 35.3 37.1 34.9 38.6 32.8 -
10-12 33.2 33.4 33.6 33.5 34.1 34.4 33.6 - 14-16 33.3 34.3 34.5 34.3 33.7 34.2 34.2 - 0-24 34.0 34.5 34.4 34.3 34.4 34.5 33.9 -
85th %ile 34.3
Channel 2 - Westbound Speed Summary Week 1
14/07/2019 15/07/2019 16/07/2019 17/07/2019 18/07/2019 19/07/2019 20/07/2019 Speed (MPH) Sunday Monday Tuesday Wednesday Thursday Friday Saturday
0-25 113 123 74 125 108 66 90 26-40 1868 2254 2268 2356 2390 2442 1771 41-55 14 33 26 23 36 35 13 56- 0 0 1 0 0 0 0
TOTAL 1995 2410 2369 2504 2534 2543 1874
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Date
Channel 2 - Westbound Vehicle Class Week 1
Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13
14/07/2019 7-19 1630 50 12 1692 6-22 1861 54 13 1928 6-24 1888 56 13 1957 0-24 1924 58 13 1995
15/07/2019 7-19 1827 101 133 2061 6-22 2034 107 151 2292 6-24 2070 107 152 2329 0-24 2149 109 152 2410
16/07/2019 7-19 1781 94 123 1998 6-22 2003 105 139 2247 6-24 2052 107 143 2302 0-24 2109 111 149 2369
17/07/2019 7-19 1900 90 141 2131 6-22 2141 98 155 2394 6-24 2190 98 157 2445 0-24 2240 99 165 2504
18/07/2019 7-19 1899 72 132 2103 6-22 2189 83 144 2416 6-24 2244 86 146 2476 0-24 2291 87 156 2534
19/07/2019 7-19 1946 87 88 2121 6-22 2229 91 99 2419 6-24 2274 91 100 2465 0-24 2339 92 112 2543
20/07/2019 7-19 1522 41 24 1587 6-22 1735 45 24 1804 6-24 1774 46 25 1845 0-24 1796 47 31 1874
Average 7-19 1786 76 93 1956 6-22 2027 83 104 2214 6-24 2070 84 105 2260 0-24 2121 86 111 2318
91%
AECOM 12
AECOM Limited Royal Court Basil Close Derbyshire Chesterfield S41 7SL UK
T: +44 (1246) 209221 aecom.com
HHIA & FRA