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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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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
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
AECOM 1
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
AECOM 2
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
AECOM 3
· 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.”
Cauldon Cement Works – Transport Assessment
AECOM 4
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
AECOM 5
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
AECOM 6
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.
Cauldon Cement Works – Transport Assessment
AECOM 7
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.
Cauldon Cement Works – Transport Assessment
AECOM 8
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.
Cauldon Cement Works – Transport Assessment
AECOM 9
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.
Cauldon Cement Works – Transport Assessment
AECOM 10
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.
Cauldon Cement Works – Transport Assessment
AECOM 11
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
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