meetings, agendas, and minutes...numbers 170102-tk02a and 170102-tk03a, attached within appendix d....
TRANSCRIPT
Traffic Analysis of Celia Crescent– February 2017
Martin Shortland
shashf / 170102 1
1.0 Introduction
1.1 Motion has been instructed by Martin Shortland to provide an appraisal in relation to the existing traffic
situation on Celia Crescent and the surrounding roads located within Ashford. Celia Crescent falls within the
administrative boundaries of Spelthorne Borough Council (SBC) and Surrey County Council (SCC).
Background
1.2 Celia Crescent comprises a set of streets with a primary function of providing access to a number of
residential properties and is therefore only intended to provide access for local traffic. The narrow
carriageway and pavement widths and the residential nature of Celia Crescent make it unsuitable for
carrying high levels of through traffic or large vehicles.
1.3 It is understood that the section of Celia Crescent that provides access to Kingston Road is being used as a
rat running route for traffic seeking to avoid the signalised Woodthorpe Road / Kingston Road junction to
the west. Rat running is the practice of drivers using secondary roads or residential side streets instead of
the intended main roads in urban or suburban areas. The identified rat running route is shown in Figure 1.1
below.
Figure 1.1: Identified Rat Running Route
1.4 Concerns relating to this matter have been raised by local residents in representations to SCC who have
subsequently and informally consulted on 3 possible options to restrict the use of Celia Crescent as a
through route.
1.5 Whilst a preferred option has been preliminarily identified by residents following consultation with SCC, it
has been requested that the technical detail of each option is considered further to ensure that any option
taken forward represents the most appropriate approach.
8 Duncannon Street
London
WC2N 4JF
Tel: 020 7031 8141 www.motion-uk.co.uk
Technical Note 1: Traffic Appraisal of Celia Crescent
Project: Celia Crescent - Transport Consultancy Services
Prepared by: James Werby
Approved by: Damian Tungatt
Date: 24/02/2017
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Martin Shortland
shashf / 170102 2
1.6 This Technical Note therefore builds on the initial work undertaken by SCC and gives further consideration
to the current traffic conditions. The potential options to prohibit the use Celia Crescent as a rat running
route are then considered to ensure that local amenity and highway safety would not be negatively
impacted.
2.0 Baseline Traffic Conditions
2.1 To ascertain existing traffic conditions, an independent traffic survey company was commissioned to install
an Automatic Traffic Counter (ATC) on Celia Crescent north of its junction with Kingston Road between
13/01/2017 and 19/01/2017. The location of the ATC and full outputs of the survey data are provided at
Appendix A, whilst a summary of the daily traffic flows recorded from 00:00 to 24:00 hours are provided
in Table 2.1 below.
Fri Sat Sun Mon Tues Wed Thurs Average traffic
for 7 days
Northbound 340 179 128 239 217 216 214 219
Southbound 505 446 307 551 529 559 571 495
Total 845 625 435 790 746 775 785 714
Table 2.1: Surveyed Traffic Flows from 00:00 – 24:00 hours on Celia Crescent (all vehicles)
2.2 It is evident from the data in Table 2.1 that the (7 day) average two-way traffic flows between 00:00 and
24:00 hours on Celia Crescent totals 714 vehicles, with Friday having the highest two-way flows of 845
vehicles. The 7 day two-way traffic throughout the week between 00:00 and 24:00 hours on Celia Crescent
totals over 5,000 vehicles. These results highlight that the section of Celia Crescent near its junction with
Kingston Road is heavily trafficked throughout the week and carries significantly more traffic than expected
for a residential street.
2.3 Of the total 5,001 recorded 7 day two-way movements, 22 vehicles were recorded as being Heavy Good
Vehicles (HGVs) and 377 vehicles were recorded as light goods vehicles (LGVs).
2.4 As demonstrated above, there are a large number of vehicles using Celia Crescent, particularly on
weekdays, with 3,941 out of the 5,001 (79%) vehicle movements being attributed to weekday traffic. Table
2.2 summarises the traffic flows associated with the weekday AM peak hour period.
Fri Mon Tues Wed Thurs Average traffic for
5 days
Southbound - AM Peak
(08:00 – 09:00 hours) 83 96 82 92 86 88
Table 2.2: Surveyed Southbound Traffic Flows from 08:00 – 09:00 hours on Celia Crescent (all vehicles)
2.5 Based upon the information presented in Table 2.2 it is evident that the (5 day) average southbound traffic
movements in the morning peak hour period between 08:00 and 09:00 hours on Celia Crescent totals 88
vehicles, with Monday having the highest southbound traffic flow of 96 vehicles. The morning peak hour
traffic flows represent between 12-17% of the total weekday daily (00:00 to 24:00 hours) southbound
traffic.
2.6 In addition to the above, an ATC was also installed by SCC along the straight east-west section Celia
Crescent between 07/09/2016 and 14/09/2016. The results of this ATC are attached at Appendix B. The
total 7 day two-way vehicle flows recorded in this location between 00:00 to 24:00 hours total 6,494
vehicles. The difference of approximately 1,500 movements throughout the week between the ATC
commissioned by Motion and the ATC commissioned by SCC could be attributed to traffic exiting (and
entering, even though prohibited) Fordbridge Park to the east of Celia Crescent generating a significant
number of additional movements.
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3.0 Estimated Trip Generations
3.1 The level of traffic that would reasonably be expected to use Celia Crescent can be estimated by giving
consideration to the TRICS database. TRICs contains survey data for different land uses broken down by
vehicle type and time period. By interrogating the TRICS database it is possible to generate an estimated
trip rate per household for an area similar in location and nature to Celia Crescent.
3.2 Similarly, data has been obtained from the Post Office postcode information website to establish the
number of dwellings in the locality that would reasonably be expected to use Celia Crescent to gain access
to their property. In some instances a reasonable estimate has been made in respect of route.
3.3 The Post Office records highlight that Celia Crescent is made up of approximately 60 properties, however in
this assessment it is not assumed that all residents would route south towards Kingston Road to leave the
Crescent, with some being assumed to route north via Woodthorpe Road. Therefore, for a robust analysis it
has been estimated that trips associated with 40 properties would likely route through Celia Crescent as
part of a normal journey. The estimated trip rate and the number of movements that these properties
would be expected to generate during the morning and evening peak hour periods and throughout the
course of the day is summarised in Table 3.1 below, with the full TRICS output report within Appendix C.
Time Period Arrivals Departures Two-Way
Trip Rate Vehicle Trips
Trip Rate Vehicle Trips
Trip Rate Vehicle Trips
Morning Peak Period (08:00 to 09:00 hours)
0.141 6 0.389 16 0.530 22
Evening Peak Period
(17:00 to 18:00 hours) 0.362 14 0.165 7 0.527 21
Daily
(07:00 to 19:00 hours) 2.305 92 2.354 94 4.659 186
Table 3.1 TRICS trip rates for Celia Crescent (based on 40 dwellings)
3.4 Applying trip rates established from an interrogation of the TRICS database indicates that circa 22 and 21
two-way vehicle movements in the weekday morning and evening peaks respectively are likely to be
generated by the existing dwellings on Celia Crescent, and circa 186 movements over the course of the
day.
3.5 For comparative purposes the average 5 day, daily (07:00 - 19:00 hours) vehicle movements recorded by
the ATC have been interrogated and compared against the data obtained from TRICS based on the
movements generated by 40 dwellings. The difference when comparing the two-way vehicle flows from
TRICS and the recorded survey data are summarised in Table 3.2 below.
Time Period Local Traffic Based on TRICS
Recorded Traffic by ATC
Difference in Traffic
Morning Peak Period (07:00 to 08:00 hours)
22 105 +83
Evening Peak Period
(17:00 to 18:00 hours) 21 55 +34
Daily
(07:00 to 19:00 hours) 186 679 +493
Table 3.2: Comparison of trip generation for Celia Crescent against the recorded survey data
3.6 It is evident that 83 and 34 movements in the AM and PM peak hour periods respectively and 493
movements throughout the day (07:00 to 19:00 hours) are estimated to be attributed to rat running
traffic. This demonstrates that Celia Crescent is subject to 365% increase in the traffic volume that would
typically be expected on a road of this nature.
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4.0 Highway Appraisal
4.1 Given that Celia Crescent provides access to a small number of dwellings, which would generate a relatively
low number of vehicle movements, it would normally be expected that the traffic on Celia Crescent would
comprise of mainly local / neighbourhood traffic only. Therefore, the high volume of vehicles recorded as
using Celia Crescent confirms that it is being used as a rat run to avoid the Woodthorpe Road / Kingston
Road signalised junction. It also provides the only point of exit from Fordbridge Park.
4.2 The number of HGVs and LGVs recorded travelling down Celia Crescent is also higher than expected as
these vehicle types would not normally have any regular business along Celia Crescent. However,
Woodthorpe Road and Kingston Road including the signalised Woodthorpe Road / Kingston Road junction
are designed to accommodate larger volumes of traffic including HGVs and LGVs and therefore should carry
the traffic that currently uses Celia Crescent.
4.3 The large vehicle flows that comprise a mix of HGVs, LGVs and cars could increase potential conflict
between vehicles as the section of Celia Crescent towards Kingston Road is a relatively narrow street. The
footways on either side of this section of Celia Crescent are also relatively narrow. Due to the narrowness
of the carriageway, the footways are often subject to vehicles overrunning them in order to avoid collisions
/ conflict with oncoming vehicles. This has resulted in many instances of local residents having to move out
of the way of oncoming vehicles mounting the pavement. These incidences have been reported by
residents through witness statements, ongoing correspondence with SCC and photographic evidence.
4.4 The tight turning radii when entering this section of Celia Crescent also contribute to problems and results
in vehicles (especially HGVs and LGVs) considerably overrunning the footway. The vehicle tracking
movement of 2 vehicles along Celia Crescent at an identified pinch point is demonstrated on drawing
numbers 170102-TK02A and 170102-TK03A, attached within Appendix D. Drawing 170102-TK02A
demonstrates the significant overrun of both an HGV and a car onto the footway at either end of Celia
Crescent in order to avoid a collision, whilst drawing 170102-TK03A demonstrates the same scenario but
with a LGV and car. Images attached within Appendix E illustrate vehicle tyre tracks on the footway and
further demonstrates such potentially dangerous overrunning occurs. It is also reported by residents that
vehicles regularly do not give way to allow other vehicles to pass meaning that overrunning onto the
footways a frequent occurrence.
4.5 It is evident that this practice poses potential safety concerns for pedestrians walking on either of the
footways on Celia Crescent and increases the risk of vehicle conflict. Previous incidents in this particular
location have included vehicles crossing the pavement and striking property boundary walls. Contributing
factors include, but are not limited to, the poor road surface (especially when wet) and vehicle positions on
the road as the narrow carriageway width.
4.6 In addition to the above, Celia Crescent experiences specific issues with drainage, which during wet periods
of the year regularly leads to significant flooding of the carriageway as evidenced in Figure 4.1. The rat
running exacerbates the drainage issue as vehicles continue to travel down Celia Crescent.
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Traffic Analysis of Celia Crescent– February 2017
Martin Shortland
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Figure 4.1: Result of Drainage Issues on Celia Crescent
5.0 Potential Mitigation Measures
5.1 There are 3 potential options that have been considered in order to mitigate the impacts of rat running
through Celia Crescent onto Kingston Road. These options seek to improve the general amenity and safety
of residents. The options are as follows:
► Option 1 - considers blocking off access to Celia Crescent from Woodthorpe Road (at the Celia Crescent
/ Woodthorpe Road junction) by signage as illustrated in drawing 170102-02, attached within
Appendix F.
► Option 2 - considers blocking access to the Celia Crescent / Kingston Road junction via the potential
introduction of bollards on Celia Crescent in the location illustrated in drawing 170102-03, attached
within Appendix G.
► Option 3 - considers prohibiting all access to Kingston Road via Celia Crescent through the potential
introduction of a physical barrier such as a manual swing arm gate as illustrated in drawing 170102-
04A, attached within Appendix H.
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Martin Shortland
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Assessment of Potential Options
Option 1
5.2 Option 1 would seek to restrict eastbound traffic at the Celia Crescent / Woodthorpe road junction to access
only through the use of signage. This option would restrict vehicles from cutting through Celia Crescent
onto Kingston Road. However this proposal is unlikely to deter all drivers from using the rat run and is
likely to be problematic to enforce. Vehicles coming from Fordbridge Park would not be stopped from using
the section of Celia Crescent leading to Kingston Road.
Option 2
5.3 Option 2 considers the potential introduction of bollards on the straight east-west section of Celia Crescent.
The bollards would be removable in case of access being required by emergency vehicles. However, it is
noted that Celia Crescent is a residential street and it is unlikely that this route would be regularly used by
emergency vehicles. However, if emergency access through Celia Crescent onto Kingston Road is required,
then the bollard would be removable via unlocking a padlock so that it can be taken out of its fixing.
Specifications of an example bollard that could be implemented are attached within Appendix I. It should
be noted that the proposed bollards would not prohibit cyclists or pedestrians from using the Crescent.
5.4 The introduction of these bollards would stop vehicular traffic from Woodthorpe Road accessing the section
of Celia Crescent that links onto Kingston Road and would therefore stop rat running from the west.
However, much like Option 1, potential vehicles coming from Fordbridge Park would not be stopped from
using the section of Celia Crescent leading to Kingston Road. Some residents within Celia Crescent would
also lose direct access onto Woodthorpe Road and free movement throughout the Crescent would be
restricted.
Option 3
5.5 Option 3 proposes to stop all access onto Kingston Road from Celia Crescent via a physical barrier, which is
illustrated as a manual swing arm gate that will span the width of the road. An example of the type of
specification of the manual swing arm gate is attached at Appendix J. Drawing 170102-04A (Appendix H)
illustrates where the swing arm gate would be positioned and also indicates that access will be for
emergency vehicles only. In general daily use it should be kept clear by all other vehicles. This option
would stop access from the west from Woodthorpe Road and the east from Fordbridge Park onto the
section of Celia Crescent to Kingston Road. However, this option also stops all residents, including those
living on this section of Celia Crescent from accessing Kingston Road. This would add to some residents’
journey time when leaving their place of residence as well as adding a small amount of traffic on other
junctions such as the Celia Crescent / Woodthorpe Road junction. However, by prohibiting access onto
Kingston Road, all residents would have the same access onto the surrounding road network, which will
reduce the possibility of disputes regarding access onto Kingston Road.
5.6 It is considered that Option 3 is the solution that addresses the majority of the issues raised by residents
within the local area. Whilst Options 1 and 2 contribute to stopping the majority of traffic from Woodthorpe
Road, they do not restrict vehicles travelling from Fordbridge Park using Celia Crescent to access Kingston
Road. It is noted that Fordbridge Park currently hosts large scale events, which bring high numbers of
visitors to the area and consequently vehicular traffic. It is understood that a new pavilion is currently
being constructed within the park. This has the opportunity to increase the likelihood of larger events
taking place more regularly.
5.7 Consequently, this will lead to more visitors and more traffic coming to the area, which will increase the
vehicular flows on Celia Crescent. If either Option 1 or 2 were implemented it is anticipated that these
vehicles would still have the potential to use the narrowest section of Celia Crescent leading to Kingston
Road when exiting the park to join back onto the surrounding road network, whereas Option 3 would
prohibit this and ensure the vehicles leave by the wider, more appropriate route.
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Traffic Analysis of Celia Crescent– February 2017
Martin Shortland
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5.8 It would therefore be preferable to direct vehicles to the Woodthorpe Road/Celia Crescent junction. Whilst
this would direct traffic onto the straight east-west section of Celia Crescent, where cars could potentially
travel in excess of the posted speed limit, it is noted that speeding is not a problem along any part of the
Crescent.
Summary
5.9 Option 3 is considered to be the most suitable in addressing most of the issues raised by residents and is
the option that is considered to bring with it the least number of negative issues. Vehicles from both the
east and west would no longer have access to Kingston Road via Celia Crescent. Although this also applies
to the existing residents on the southern section of Celia Crescent, the relatively small number of vehicle
flows generated by residents is considered likely to result in only a minimal impact on the immediate
surrounding highway network. Furthermore, Option 3 would still enable the free movement of traffic of
existing residents around the crescent.
6.0 Refuse Collection
6.1 It should be noted that by introducing Option 3, refuse vehicles would not have access from this section of
Celia Crescent onto Kingston Road. Therefore, it is proposed that refuse vehicles would reverse down Celia
Crescent to service the necessary dwellings and then exit in a forward direction before turning left onto
Celia Crescent and gaining access to Woodthorpe Road as illustrated in drawing 170102-TK01A, attached at
Appendix K. The size of the vehicle demonstrated in this drawing is based upon Spelthorne Borough
Council’s Guidance on the Storage and Collection of Household Waste (updated November 2012).
6.2 It is understood that this arrangement currently takes place throughout the crescent on the residential
roads opposite to where the mitigation measure would be implemented. It is noted that these roads
measure approximately 125 metres, while the section of Celia Crescent being blocked off measures only 80
metres. Therefore, this proposed arrangement should not cause any highway issues as it is already in
occurrence on longer roads in the surrounding area.
7.0 Summary and Conclusions
7.1 Motion has been engaged by Martin Shortland to provide a traffic appraisal in relation to the existing traffic
situation on Celia Crescent and its surrounding roads located within Ashford. Celia Crescent is a residential
road that provides access to a number of residential dwellings and should only be used for carrying local
neighbourhood traffic.
7.2 It has been demonstrated that Celia Crescent is subject to a high proportion of rat running traffic as
vehicles seek to bypass the Woodthorpe Road / Kingston Road signalised junction. The assessment in this
note has demonstrated that Celia Crescent is subject to 365% of the traffic volumes that would typically be
expected on a road of this nature. This is consequently having a negative impact on residential amenity of
residents at Celia Crescent and has the potential to cause accidents where vehicles overrun the footway.
7.3 To mitigate and address the amount of traffic using Celia Crescent, SCC informally consulted on 3 possible
options, which have been considered in more detail in this note. It is recommended all access to Kingston
Road from Celia Crescent is restricted by prohibiting this movement through a manual swing arm gate, as
outlined in Option 3.
7.4 As a result of blocking this through access, general traffic would be expected to utilise the main routes
more suitable for through traffic and therefore the negative impacts that are currently associated with rat
running traffic such as reduced residential amenity and decreased highway safety would be significantly
eased for residents of Celia Crescent.
Page 187
Appendix A
ATC Commissioned byMotion
Page 188
Page 189
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Vehicle Count Report Week Begin: 13-Jan-17 Channel: Northbound
Time Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day
Begin 13/01/2017 14/01/2017 15/01/2017 16/01/2017 17/01/2017 18/01/2017 19/01/2017 Av Av
00:00 0 5 3 0 1 1 0 0 1
01:00 0 0 0 1 0 0 0 0 0
02:00 0 0 0 0 0 0 0 0 0
03:00 0 0 0 0 0 1 0 0 0
04:00 0 0 0 0 0 1 1 0 0
05:00 0 0 1 0 0 0 0 0 0
06:00 4 5 1 5 6 2 4 4 4
07:00 8 10 1 9 6 11 6 8 7
08:00 33 11 3 16 14 9 13 17 14
09:00 39 11 6 14 12 16 14 19 16
10:00 23 9 8 7 10 15 16 14 13
11:00 23 12 8 16 9 8 9 13 12
12:00 27 18 12 14 11 18 20 18 17
13:00 38 13 12 12 8 18 5 16 15
14:00 18 14 11 17 23 16 7 16 15
15:00 31 16 11 20 17 18 19 21 19
16:00 23 12 13 32 25 18 25 25 21
17:00 16 13 7 24 15 18 11 17 15
18:00 20 12 12 15 20 15 23 19 17
19:00 17 8 5 18 15 14 12 15 13
20:00 10 4 4 9 13 6 8 9 8
21:00 6 2 6 4 5 5 10 6 5
22:00 2 4 3 4 5 5 7 5 4
23:00 2 0 1 2 2 1 4 2 2
12H,7-19 299 151 104 196 170 180 168 203 181
16H,6-22 336 170 120 232 209 207 202 237 211
18H,6-24 340 174 124 238 216 213 213 244 217
24H,0-24 340 179 128 239 217 216 214 245 219
Am 09:00 11:00 11:00 11:00 08:00 09:00 10:00 - -
Peak 39 12 8 16 14 16 16 20 17
Pm 13:00 12:00 16:00 16:00 16:00 17:00 16:00 - -
Peak 38 18 13 32 25 18 25 28 24
K & M TRAFFIC SURVEYS Created at 12:29:22 on 25 Jan 2017
Page 190
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Vehicle Count Report Week Begin: 13-Jan-17 Channel: Southbound
Time Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day
Begin 13/01/2017 14/01/2017 15/01/2017 16/01/2017 17/01/2017 18/01/2017 19/01/2017 Av Av
00:00 1 0 0 0 1 0 0 0 0
01:00 2 0 2 2 0 0 0 1 1
02:00 1 0 4 2 1 1 0 1 1
03:00 0 1 2 0 2 0 0 0 1
04:00 2 2 1 5 2 4 1 3 2
05:00 3 3 1 6 4 4 3 4 3
06:00 11 7 4 14 6 8 13 10 9
07:00 32 12 9 37 47 44 33 39 31
08:00 83 22 10 96 82 92 86 88 67
09:00 35 31 23 38 22 27 35 31 30
10:00 36 43 15 37 25 32 39 34 32
11:00 27 51 36 27 32 24 33 29 33
12:00 30 58 23 31 30 40 32 33 35
13:00 32 35 42 23 28 26 33 28 31
14:00 35 34 30 38 41 45 48 41 39
15:00 38 37 24 39 37 40 44 40 37
16:00 39 22 26 54 60 44 54 50 43
17:00 29 21 17 35 38 44 44 38 33
18:00 19 16 9 24 27 35 23 26 22
19:00 21 23 7 17 13 18 25 19 18
20:00 13 11 15 8 16 14 11 12 13
21:00 10 2 4 10 7 9 5 8 7
22:00 4 9 3 7 7 6 7 6 6
23:00 2 6 0 1 1 2 2 2 2
12H,7-19 435 382 264 479 469 493 504 476 432
16H,6-22 490 425 294 528 511 542 558 526 478
18H,6-24 496 440 297 536 519 550 567 534 486
24H,0-24 505 446 307 551 529 559 571 543 495
Am 08:00 11:00 11:00 08:00 08:00 08:00 08:00 - -
Peak 83 51 36 96 82 92 86 88 75
Pm 16:00 12:00 13:00 16:00 16:00 14:00 16:00 - -
Peak 39 58 42 54 60 45 54 50 50
K & M TRAFFIC SURVEYS Created at 12:29:22 on 25 Jan 2017
Page 191
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Fri 13-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 4 - 17.3 2.8 0 0 1 3 0 0 0 0 0 0 0 0
07:00 8 - 17.3 5.3 0 1 2 3 2 0 0 0 0 0 0 0
08:00 33 24.1 20 3.9 0 0 4 16 12 1 0 0 0 0 0 0
09:00 39 23.4 18 5.1 0 4 8 15 12 0 0 0 0 0 0 0
10:00 23 23.2 18.9 3.9 0 0 5 11 7 0 0 0 0 0 0 0
11:00 23 23.2 19.4 3.6 0 0 3 13 7 0 0 0 0 0 0 0
12:00 27 24.7 20.7 4 0 0 2 13 10 2 0 0 0 0 0 0
13:00 38 24.6 19.9 5.1 0 1 8 10 18 0 1 0 0 0 0 0
14:00 18 24.5 18.8 6 0 2 3 7 4 2 0 0 0 0 0 0
15:00 31 24.3 20 4.2 0 0 4 16 9 2 0 0 0 0 0 0
16:00 23 25.1 20.9 4.9 0 1 2 7 11 2 0 0 0 0 0 0
17:00 16 29.1 21.6 6.9 0 0 4 5 1 5 1 0 0 0 0 0
18:00 20 29.1 23 6.2 0 0 3 4 7 4 2 0 0 0 0 0
19:00 17 24.5 20.6 4.2 0 0 2 7 7 1 0 0 0 0 0 0
20:00 10 29.3 24.5 5.3 0 0 0 3 3 3 1 0 0 0 0 0
21:00 6 - 21 3.1 0 0 0 3 3 0 0 0 0 0 0 0
22:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0
23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
12H,7-19 299 24.8 19.9 5 0 9 48 120 100 18 4 0 0 0 0 0
16H,6-22 336 24.9 20 5 0 9 51 136 113 22 5 0 0 0 0 0
18H,6-24 340 24.9 20 4.9 0 9 52 138 114 22 5 0 0 0 0 0
24H,0-24 340 24.9 20 4.9 0 9 52 138 114 22 5 0 0 0 0 0
Am 09:00 - - - - 09:00 09:00 08:00 09:00 08:00 - - - - - -
Peak 39 - - - - 4 8 16 12 1 - - - - - -
Pm 13:00 - 20:00 17:00 - 14:00 13:00 15:00 13:00 17:00 18:00 - - - - -
Peak 38 - 24.5 6.9 - 2 8 16 18 5 2 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 192
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Sat 14-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 5 - 24.5 4.4 0 0 0 1 2 2 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 5 - 16.5 3.1 0 0 2 3 0 0 0 0 0 0 0 0
07:00 10 23.5 19.5 4.8 0 0 2 5 2 1 0 0 0 0 0 0
08:00 11 22.4 18.5 4.1 0 0 3 5 3 0 0 0 0 0 0 0
09:00 11 23.3 19.4 4 0 0 2 5 4 0 0 0 0 0 0 0
10:00 9 - 19.6 3.6 0 0 1 5 3 0 0 0 0 0 0 0
11:00 12 19.5 17.3 5.8 0 2 2 6 1 1 0 0 0 0 0 0
12:00 18 24.8 20.2 5 0 1 1 9 5 2 0 0 0 0 0 0
13:00 13 21.9 19.3 3.1 0 0 1 9 3 0 0 0 0 0 0 0
14:00 14 23.4 19.6 3.8 0 0 2 7 5 0 0 0 0 0 0 0
15:00 16 25.3 21.6 5 0 0 1 7 6 1 1 0 0 0 0 0
16:00 12 22.8 19.3 4.4 0 0 2 7 2 1 0 0 0 0 0 0
17:00 13 23.6 18.9 5 0 0 4 5 3 1 0 0 0 0 0 0
18:00 12 25.3 22.7 4.4 0 0 1 2 7 2 0 0 0 0 0 0
19:00 8 - 22.3 4.7 0 0 0 4 2 2 0 0 0 0 0 0
20:00 4 - 22.3 4.9 0 0 0 2 1 1 0 0 0 0 0 0
21:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0
22:00 4 - 18.5 4.2 0 0 1 2 1 0 0 0 0 0 0 0
23:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
12H,7-19 151 24.5 19.7 4.6 0 3 22 72 44 9 1 0 0 0 0 0
16H,6-22 170 24.6 19.8 4.6 0 3 24 83 47 12 1 0 0 0 0 0
18H,6-24 174 24.6 19.8 4.6 0 3 25 85 48 12 1 0 0 0 0 0
24H,0-24 179 24.8 19.9 4.6 0 3 25 86 50 14 1 0 0 0 0 0
Am 11:00 - - - - 11:00 08:00 11:00 09:00 00:00 - - - - - -
Peak 12 - - - - 2 3 6 4 2 - - - - - -
Pm 12:00 - - - - 12:00 17:00 13:00 18:00 19:00 15:00 - - - - -
Peak 18 - - - - 1 4 9 7 2 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 193
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Sun 15-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 3 - 23.5 1.7 0 0 0 0 3 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
05:00 1 - 28.5 - 0 0 0 0 0 1 0 0 0 0 0 0
06:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
07:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
08:00 3 - 18.5 13.2 0 1 1 0 0 0 1 0 0 0 0 0
09:00 6 - 17.7 7.5 0 2 0 1 3 0 0 0 0 0 0 0
10:00 8 - 19.8 3.8 0 0 1 4 3 0 0 0 0 0 0 0
11:00 8 - 19.1 3.5 0 0 1 5 2 0 0 0 0 0 0 0
12:00 12 22.8 18.9 4.7 0 0 3 6 2 1 0 0 0 0 0 0
13:00 12 27.2 23.1 4.2 0 0 0 4 5 3 0 0 0 0 0 0
14:00 11 19.1 15.8 3.7 0 0 7 3 1 0 0 0 0 0 0 0
15:00 11 22.4 18 4.4 0 0 4 4 3 0 0 0 0 0 0 0
16:00 13 23.6 20 3.5 0 0 1 7 5 0 0 0 0 0 0 0
17:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0
18:00 12 25.3 22.3 4 0 0 0 5 5 2 0 0 0 0 0 0
19:00 5 - 20.5 4.6 0 0 1 1 3 0 0 0 0 0 0 0
20:00 4 - 22.3 2.8 0 0 0 1 3 0 0 0 0 0 0 0
21:00 6 - 19.3 6.7 0 1 0 3 1 1 0 0 0 0 0 0
22:00 3 - 16.8 3.1 0 0 1 2 0 0 0 0 0 0 0 0
23:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
12H,7-19 104 24.9 19.7 5.1 0 3 19 42 31 8 1 0 0 0 0 0
16H,6-22 120 24.9 19.8 5 0 4 20 48 38 9 1 0 0 0 0 0
18H,6-24 124 24.8 19.8 5 0 4 21 50 39 9 1 0 0 0 0 0
24H,0-24 128 25 19.9 5 0 4 21 50 42 10 1 0 0 0 0 0
Am 11:00 - - - - 09:00 11:00 11:00 10:00 05:00 08:00 - - - - -
Peak 8 - - - - 2 1 5 3 1 1 - - - - -
Pm 16:00 - 23:00 - - 21:00 14:00 16:00 18:00 13:00 - - - - - -
Peak 13 - 23.5 - - 1 7 7 5 3 - - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 194
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Mon 16-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 5 - 21.5 4.6 0 0 0 3 1 1 0 0 0 0 0 0
07:00 9 - 21.3 6.8 0 1 0 3 4 0 1 0 0 0 0 0
08:00 16 23.1 19.4 3.6 0 0 2 9 5 0 0 0 0 0 0 0
09:00 14 24.4 19.9 5.5 0 2 0 4 8 0 0 0 0 0 0 0
10:00 7 - 21.4 5 0 0 1 2 3 1 0 0 0 0 0 0
11:00 16 24.4 19.8 4.9 0 0 4 5 6 1 0 0 0 0 0 0
12:00 14 20.6 17.8 3.6 0 0 4 8 2 0 0 0 0 0 0 0
13:00 12 24.7 20.6 4.7 0 0 2 4 5 1 0 0 0 0 0 0
14:00 17 22.2 17.6 4.6 0 1 5 7 4 0 0 0 0 0 0 0
15:00 20 24.4 20.3 4.6 0 1 1 9 8 1 0 0 0 0 0 0
16:00 32 25.3 19.8 6.4 1 3 1 14 9 3 1 0 0 0 0 0
17:00 24 24.5 21 4.1 0 0 1 12 10 0 1 0 0 0 0 0
18:00 15 25.4 21.2 4.8 0 0 2 5 6 2 0 0 0 0 0 0
19:00 18 25.4 22.7 5.1 0 0 1 5 10 0 2 0 0 0 0 0
20:00 9 - 20.7 4.6 0 0 1 4 3 1 0 0 0 0 0 0
21:00 4 - 22.3 2.8 0 0 0 1 3 0 0 0 0 0 0 0
22:00 4 - 21 6.5 0 0 1 1 1 1 0 0 0 0 0 0
23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
12H,7-19 196 24.7 19.9 5 1 8 23 82 70 9 3 0 0 0 0 0
16H,6-22 232 24.9 20.2 5 1 8 25 95 87 11 5 0 0 0 0 0
18H,6-24 238 24.9 20.2 5 1 8 26 97 89 12 5 0 0 0 0 0
24H,0-24 239 24.9 20.2 5 1 8 26 98 89 12 5 0 0 0 0 0
Am 11:00 - - - - 09:00 11:00 08:00 09:00 11:00 07:00 - - - - -
Peak 16 - - - - 2 4 9 8 1 1 - - - - -
Pm 16:00 - 19:00 22:00 16:00 16:00 14:00 16:00 19:00 16:00 19:00 - - - - -
Peak 32 - 22.7 6.5 1 3 5 14 10 3 2 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 195
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Tue 17-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0
07:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0
08:00 14 22 19.2 5.3 0 0 3 8 2 0 1 0 0 0 0 0
09:00 12 22.2 17.7 4.9 0 1 3 5 3 0 0 0 0 0 0 0
10:00 10 24.8 19.5 7.5 0 1 3 1 4 0 1 0 0 0 0 0
11:00 9 - 21.3 5.8 0 0 2 2 3 2 0 0 0 0 0 0
12:00 11 23.9 19.9 4.7 0 1 0 5 5 0 0 0 0 0 0 0
13:00 8 - 17.3 2.7 0 0 2 6 0 0 0 0 0 0 0 0
14:00 23 23.5 18.1 6.2 0 3 5 8 6 0 1 0 0 0 0 0
15:00 17 24.1 20 4.1 0 0 3 6 8 0 0 0 0 0 0 0
16:00 25 24.4 19.7 5.6 0 2 3 9 10 0 1 0 0 0 0 0
17:00 15 24.5 21.2 3.5 0 0 0 8 6 1 0 0 0 0 0 0
18:00 20 26.6 22.5 5 0 1 0 5 10 4 0 0 0 0 0 0
19:00 15 25.5 20.8 5.5 0 0 4 2 7 2 0 0 0 0 0 0
20:00 13 24.8 20.8 4.6 0 0 2 4 6 1 0 0 0 0 0 0
21:00 5 - 24.5 6.6 0 0 0 2 1 1 1 0 0 0 0 0
22:00 5 - 16.5 3.1 0 0 2 3 0 0 0 0 0 0 0 0
23:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0
12H,7-19 170 24.8 19.8 5.3 0 9 25 65 60 7 4 0 0 0 0 0
16H,6-22 209 25 20 5.3 0 9 32 75 77 11 5 0 0 0 0 0
18H,6-24 216 24.9 19.9 5.3 0 9 35 79 77 11 5 0 0 0 0 0
24H,0-24 217 24.9 19.9 5.2 0 9 35 80 77 11 5 0 0 0 0 0
Am 08:00 - - - - 10:00 10:00 08:00 10:00 11:00 10:00 - - - - -
Peak 14 - - - - 1 3 8 4 2 1 - - - - -
Pm 16:00 - 21:00 21:00 - 14:00 14:00 16:00 18:00 18:00 21:00 - - - - -
Peak 25 - 24.5 6.6 - 3 5 9 10 4 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 196
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Wed 18-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
07:00 11 24.1 16.7 7.6 0 4 1 2 3 1 0 0 0 0 0 0
08:00 9 - 22.4 3.6 0 0 0 3 5 1 0 0 0 0 0 0
09:00 16 22.8 18.2 5.5 0 2 2 8 3 1 0 0 0 0 0 0
10:00 15 24.1 20.2 4.3 0 0 1 10 2 2 0 0 0 0 0 0
11:00 8 - 21 3.1 0 0 0 4 4 0 0 0 0 0 0 0
12:00 18 24.5 19.3 5.7 0 2 1 9 4 2 0 0 0 0 0 0
13:00 18 24.2 19.6 4.6 0 0 4 7 6 1 0 0 0 0 0 0
14:00 16 24.9 19.8 5.2 0 0 4 6 4 2 0 0 0 0 0 0
15:00 18 25.3 21.6 4.1 0 0 1 7 8 2 0 0 0 0 0 0
16:00 18 25.7 21.6 5.6 0 1 2 3 9 3 0 0 0 0 0 0
17:00 18 25.7 21 4.8 0 0 2 8 5 3 0 0 0 0 0 0
18:00 15 25.4 21.8 5.1 0 0 1 6 6 1 1 0 0 0 0 0
19:00 14 24.7 21 4 0 0 1 6 6 1 0 0 0 0 0 0
20:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0
21:00 5 - 23.5 1.6 0 0 0 0 5 0 0 0 0 0 0 0
22:00 5 - 18.5 5.2 0 0 2 1 2 0 0 0 0 0 0 0
23:00 1 - 13.5 - 0 0 1 0 0 0 0 0 0 0 0 0
12H,7-19 180 25.4 20.3 5.2 0 9 19 73 59 19 1 0 0 0 0 0
16H,6-22 207 25.3 20.4 5 0 9 21 82 74 20 1 0 0 0 0 0
18H,6-24 213 25.2 20.3 5 0 9 24 83 76 20 1 0 0 0 0 0
24H,0-24 216 25.2 20.3 5 0 9 24 84 78 20 1 0 0 0 0 0
Am 09:00 - - - - 07:00 09:00 10:00 08:00 10:00 - - - - - -
Peak 16 - - - - 4 2 10 5 2 - - - - - -
Pm 17:00 - 21:00 - - 12:00 14:00 12:00 16:00 17:00 18:00 - - - - -
Peak 18 - 23.5 - - 2 4 9 9 3 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 197
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Thu 19-Jan-17 Channel: Northbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
06:00 4 - 21 6.5 0 0 1 1 1 1 0 0 0 0 0 0
07:00 6 - 22.7 4 0 0 0 2 3 1 0 0 0 0 0 0
08:00 13 24.2 20 4.5 0 0 2 6 4 1 0 0 0 0 0 0
09:00 14 24.4 19.2 5.7 0 1 3 4 5 1 0 0 0 0 0 0
10:00 16 22.8 16.9 6.4 0 4 2 6 3 1 0 0 0 0 0 0
11:00 9 - 22.4 3.6 0 0 0 3 5 1 0 0 0 0 0 0
12:00 20 23.9 19.5 4.4 0 0 4 9 6 1 0 0 0 0 0 0
13:00 5 - 19.5 2.6 0 0 0 4 1 0 0 0 0 0 0 0
14:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0
15:00 19 24.5 20.9 3.8 0 0 1 9 8 1 0 0 0 0 0 0
16:00 25 24.4 18.7 5.7 0 2 5 11 4 3 0 0 0 0 0 0
17:00 11 25.6 21.7 4.8 0 0 1 4 4 2 0 0 0 0 0 0
18:00 23 27.1 21.8 5.9 1 0 2 5 10 5 0 0 0 0 0 0
19:00 12 27.2 23.5 4 0 0 0 3 6 3 0 0 0 0 0 0
20:00 8 - 20.4 4 0 0 1 3 4 0 0 0 0 0 0 0
21:00 10 24.3 21 3.8 0 0 0 6 3 1 0 0 0 0 0 0
22:00 7 - 20.6 4.2 0 0 1 2 4 0 0 0 0 0 0 0
23:00 4 - 16 5.2 0 1 0 3 0 0 0 0 0 0 0 0
12H,7-19 168 25.3 20.1 5.2 1 7 20 67 55 18 0 0 0 0 0 0
16H,6-22 202 25.4 20.4 5.1 1 7 22 80 69 23 0 0 0 0 0 0
18H,6-24 213 25.4 20.3 5.1 1 8 23 85 73 23 0 0 0 0 0 0
24H,0-24 214 25.4 20.3 5.1 1 8 23 85 74 23 0 0 0 0 0 0
Am 10:00 - - - - 10:00 09:00 10:00 11:00 11:00 - - - - - -
Peak 16 - - - - 4 3 6 5 1 - - - - - -
Pm 16:00 - 19:00 18:00 18:00 16:00 16:00 16:00 18:00 18:00 - - - - - -
Peak 25 - 23.5 5.9 1 2 5 11 10 5 - - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 198
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Fri 13-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 1 - 13.5 - 0 0 1 0 0 0 0 0 0 0 0 0
01:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0
02:00 1 - 8.5 - 0 1 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 2 - 23.5 1.8 0 0 0 0 2 0 0 0 0 0 0 0
05:00 3 - 18.5 1.7 0 0 0 3 0 0 0 0 0 0 0 0
06:00 11 20.4 18.5 2.6 0 0 1 9 1 0 0 0 0 0 0 0
07:00 32 24.4 19.8 4.5 0 0 5 17 7 3 0 0 0 0 0 0
08:00 83 23.4 19.1 4 0 1 13 47 19 3 0 0 0 0 0 0
09:00 35 23.6 19.5 3.9 0 0 5 19 10 1 0 0 0 0 0 0
10:00 36 24 19.3 4.3 0 0 8 15 12 1 0 0 0 0 0 0
11:00 27 23.7 18.1 5.2 0 2 8 7 10 0 0 0 0 0 0 0
12:00 30 25.2 20.2 5.5 0 1 7 6 13 3 0 0 0 0 0 0
13:00 32 24.9 20.1 5.5 0 3 3 9 15 2 0 0 0 0 0 0
14:00 35 24.2 19.6 4.4 0 1 5 15 13 1 0 0 0 0 0 0
15:00 38 24.6 20.1 4.5 0 0 7 14 15 2 0 0 0 0 0 0
16:00 39 24.4 20.2 4.1 0 0 5 18 14 2 0 0 0 0 0 0
17:00 29 25.7 22.3 4.2 0 0 2 7 16 4 0 0 0 0 0 0
18:00 19 24.5 20.3 4.4 0 0 3 7 8 1 0 0 0 0 0 0
19:00 21 24.8 20.6 4.3 0 0 2 10 7 2 0 0 0 0 0 0
20:00 13 29.2 24.7 4.8 0 0 0 3 5 4 1 0 0 0 0 0
21:00 10 27.7 22 5.5 0 0 1 4 2 3 0 0 0 0 0 0
22:00 4 - 21 5.2 0 0 1 0 3 0 0 0 0 0 0 0
23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
12H,7-19 435 24.6 19.8 4.5 0 8 71 181 152 23 0 0 0 0 0 0
16H,6-22 490 24.8 20 4.6 0 8 75 207 167 32 1 0 0 0 0 0
18H,6-24 496 24.8 20 4.6 0 8 76 208 171 32 1 0 0 0 0 0
24H,0-24 505 24.8 19.9 4.6 0 9 78 212 173 32 1 0 0 0 0 0
Am 08:00 - - - - 11:00 08:00 08:00 08:00 08:00 - - - - - -
Peak 83 - - - - 2 13 47 19 3 - - - - - -
Pm 16:00 - 20:00 12:00 - 13:00 15:00 16:00 17:00 20:00 20:00 - - - - -
Peak 39 - 24.7 5.5 - 3 7 18 16 4 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:28 on 25 Jan 2017
Page 199
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Sat 14-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
04:00 2 - 23.5 7.1 0 0 0 1 0 1 0 0 0 0 0 0
05:00 3 - 20.2 3.1 0 0 0 2 1 0 0 0 0 0 0 0
06:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0
07:00 12 25.3 20.6 5.2 0 0 2 5 3 2 0 0 0 0 0 0
08:00 22 24.9 21.2 3.7 0 0 0 12 8 2 0 0 0 0 0 0
09:00 31 24.8 20.9 3.7 0 0 0 19 9 3 0 0 0 0 0 0
10:00 43 24.2 19.8 4.1 0 0 8 16 19 0 0 0 0 0 0 0
11:00 51 23.6 18.7 4.5 1 0 12 21 17 0 0 0 0 0 0 0
12:00 58 24.2 19.2 4.8 0 2 11 25 17 3 0 0 0 0 0 0
13:00 35 24.9 19.9 4.9 0 0 8 12 12 3 0 0 0 0 0 0
14:00 34 24.2 19.2 5 0 2 6 12 13 1 0 0 0 0 0 0
15:00 37 23.5 18.2 4.9 0 2 10 14 10 1 0 0 0 0 0 0
16:00 22 21.3 18 3.7 0 0 6 12 4 0 0 0 0 0 0 0
17:00 21 25.5 20.6 4.8 0 0 3 9 6 3 0 0 0 0 0 0
18:00 16 25.5 21.9 4.6 0 0 2 3 9 2 0 0 0 0 0 0
19:00 23 24.8 20.5 4.4 0 0 3 10 8 2 0 0 0 0 0 0
20:00 11 24.6 21.2 3.7 0 0 0 6 4 1 0 0 0 0 0 0
21:00 2 - 18.5 7.1 0 0 1 0 1 0 0 0 0 0 0 0
22:00 9 - 20.7 3 0 0 0 5 4 0 0 0 0 0 0 0
23:00 6 - 16 8.3 0 3 0 0 3 0 0 0 0 0 0 0
12H,7-19 382 24.5 19.6 4.6 1 6 68 160 127 20 0 0 0 0 0 0
16H,6-22 425 24.6 19.7 4.6 1 6 72 180 142 24 0 0 0 0 0 0
18H,6-24 440 24.6 19.7 4.6 1 9 72 185 149 24 0 0 0 0 0 0
24H,0-24 446 24.6 19.7 4.6 1 9 72 189 150 25 0 0 0 0 0 0
Am 11:00 - - - 11:00 - 11:00 11:00 10:00 09:00 - - - - - -
Peak 51 - - - 1 - 12 21 19 3 - - - - - -
Pm 12:00 - 18:00 23:00 - 23:00 12:00 12:00 12:00 17:00 - - - - - -
Peak 58 - 21.9 8.3 - 3 11 25 17 3 - - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 200
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Sun 15-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0
02:00 4 - 16 5.2 0 1 0 3 0 0 0 0 0 0 0 0
03:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0
04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
05:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
06:00 4 - 21 3.2 0 0 0 2 2 0 0 0 0 0 0 0
07:00 9 - 21.8 3.8 0 0 0 4 4 1 0 0 0 0 0 0
08:00 10 25 21 5.6 0 1 0 3 5 1 0 0 0 0 0 0
09:00 23 24.2 19.8 4.5 0 1 2 11 8 1 0 0 0 0 0 0
10:00 15 23.8 19.8 4.6 0 1 0 9 4 1 0 0 0 0 0 0
11:00 36 24.4 20 4.2 0 0 6 14 15 1 0 0 0 0 0 0
12:00 23 24.8 21.5 3.3 0 0 0 10 12 1 0 0 0 0 0 0
13:00 42 23.7 20 3.2 0 0 2 25 15 0 0 0 0 0 0 0
14:00 30 22.7 18.5 4.9 0 1 7 15 6 0 1 0 0 0 0 0
15:00 24 24.3 19.1 4.9 0 0 8 6 9 1 0 0 0 0 0 0
16:00 26 20.3 17.5 4.3 0 0 10 12 3 1 0 0 0 0 0 0
17:00 17 25 20.6 4.6 0 0 2 8 5 2 0 0 0 0 0 0
18:00 9 - 19.6 5.1 0 1 0 4 4 0 0 0 0 0 0 0
19:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0
20:00 15 24.8 19.8 5 0 0 3 7 3 2 0 0 0 0 0 0
21:00 4 - 19.8 7.6 0 0 2 0 1 1 0 0 0 0 0 0
22:00 3 - 20.2 11.6 0 0 2 0 0 0 1 0 0 0 0 0
23:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
12H,7-19 264 24.4 19.8 4.4 0 5 37 121 90 10 1 0 0 0 0 0
16H,6-22 294 24.5 19.8 4.4 0 5 42 134 98 14 1 0 0 0 0 0
18H,6-24 297 24.5 19.8 4.5 0 5 44 134 98 14 2 0 0 0 0 0
24H,0-24 307 24.5 19.8 4.5 0 6 44 142 99 14 2 0 0 0 0 0
Am 11:00 - - - - 10:00 11:00 11:00 11:00 11:00 - - - - - -
Peak 36 - - - - 1 6 14 15 1 - - - - - -
Pm 13:00 - - - - 18:00 16:00 13:00 13:00 20:00 22:00 - - - - -
Peak 42 - - - - 1 10 25 15 2 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 201
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Mon 16-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0
02:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 5 - 23.5 5.2 0 0 0 2 1 2 0 0 0 0 0 0
05:00 6 - 23.5 4.7 0 0 0 2 2 2 0 0 0 0 0 0
06:00 14 24.4 19.9 4.8 0 0 3 5 5 1 0 0 0 0 0 0
07:00 37 24.7 20.5 4.6 0 2 1 16 16 2 0 0 0 0 0 0
08:00 96 24.6 20.3 4.5 0 4 7 39 43 2 1 0 0 0 0 0
09:00 38 24.1 20.3 3.5 0 0 2 21 14 1 0 0 0 0 0 0
10:00 37 25.5 20.1 5.3 0 1 7 13 11 5 0 0 0 0 0 0
11:00 27 24.3 19.8 4.3 0 0 6 8 13 0 0 0 0 0 0 0
12:00 31 23.7 19.6 3.6 0 0 4 16 11 0 0 0 0 0 0 0
13:00 23 23.5 18.9 4.7 0 1 4 11 6 1 0 0 0 0 0 0
14:00 38 23.4 18.8 4.4 0 2 6 18 12 0 0 0 0 0 0 0
15:00 39 24.6 20.2 4.6 0 1 5 15 16 2 0 0 0 0 0 0
16:00 54 22.1 17.8 4.2 0 2 15 26 11 0 0 0 0 0 0 0
17:00 35 26.2 22.4 4.6 0 0 4 6 19 6 0 0 0 0 0 0
18:00 24 25.5 21.4 5.7 0 1 3 5 12 2 1 0 0 0 0 0
19:00 17 24.7 21.4 3.4 0 0 0 8 8 1 0 0 0 0 0 0
20:00 8 - 19.1 4.4 0 0 2 3 3 0 0 0 0 0 0 0
21:00 10 24 20.5 3.8 0 0 1 4 5 0 0 0 0 0 0 0
22:00 7 - 23 9.8 1 0 0 1 3 0 2 0 0 0 0 0
23:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
12H,7-19 479 24.7 20 4.6 0 14 64 194 184 21 2 0 0 0 0 0
16H,6-22 528 24.7 20 4.6 0 14 70 214 205 23 2 0 0 0 0 0
18H,6-24 536 24.7 20 4.7 1 14 70 216 208 23 4 0 0 0 0 0
24H,0-24 551 24.8 20.1 4.7 1 14 70 223 212 27 4 0 0 0 0 0
Am 08:00 - - - - 08:00 10:00 08:00 08:00 10:00 08:00 - - - - -
Peak 96 - - - - 4 7 39 43 5 1 - - - - -
Pm 16:00 - 22:00 - 22:00 16:00 16:00 16:00 17:00 17:00 22:00 - - - - -
Peak 54 - 23 - 1 2 15 26 19 6 2 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 202
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Tue 17-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
03:00 2 - 16 10.6 0 1 0 0 1 0 0 0 0 0 0 0
04:00 2 - 14.2 13.2 1 0 0 0 1 0 0 0 0 0 0 0
05:00 4 - 21 3.2 0 0 0 2 2 0 0 0 0 0 0 0
06:00 6 - 19.3 4 0 0 1 3 2 0 0 0 0 0 0 0
07:00 47 24.8 20.4 4.5 0 1 5 19 19 3 0 0 0 0 0 0
08:00 82 25 20.9 4 0 0 6 36 34 6 0 0 0 0 0 0
09:00 22 23.6 19 4.6 0 1 4 9 8 0 0 0 0 0 0 0
10:00 25 24.5 20.3 4.5 0 1 3 7 14 0 0 0 0 0 0 0
11:00 32 21.7 17.9 4.2 0 0 11 15 5 1 0 0 0 0 0 0
12:00 30 23.5 18.8 4.8 0 1 6 15 6 2 0 0 0 0 0 0
13:00 28 24.3 20.3 4.1 0 1 1 14 11 1 0 0 0 0 0 0
14:00 41 23.2 18.5 4.4 0 2 8 19 12 0 0 0 0 0 0 0
15:00 37 24.1 20.4 3.3 0 0 1 22 13 1 0 0 0 0 0 0
16:00 60 23.7 19.3 4.3 1 1 7 30 21 0 0 0 0 0 0 0
17:00 38 25.2 20.9 4.7 0 0 4 17 13 3 1 0 0 0 0 0
18:00 27 25.5 21.8 4.4 0 0 3 6 15 3 0 0 0 0 0 0
19:00 13 23.6 20 3.5 0 0 1 7 5 0 0 0 0 0 0 0
20:00 16 24.1 19.4 5.1 0 1 2 7 5 1 0 0 0 0 0 0
21:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0
22:00 7 - 22.8 3.7 0 0 0 2 4 1 0 0 0 0 0 0
23:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
12H,7-19 469 24.5 20 4.4 1 8 59 209 171 20 1 0 0 0 0 0
16H,6-22 511 24.6 20 4.4 1 9 64 228 185 23 1 0 0 0 0 0
18H,6-24 519 24.6 20 4.4 1 9 64 230 190 24 1 0 0 0 0 0
24H,0-24 529 24.6 20 4.4 2 10 64 233 195 24 1 0 0 0 0 0
Am 08:00 - - - 04:00 10:00 11:00 08:00 08:00 08:00 - - - - - -
Peak 82 - - - 1 1 11 36 34 6 - - - - - -
Pm 16:00 - 23:00 - 16:00 14:00 14:00 16:00 16:00 18:00 17:00 - - - - -
Peak 60 - 23.5 - 1 2 8 30 21 3 1 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 203
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Wed 18-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 4 - 23.5 4.2 0 0 0 1 2 1 0 0 0 0 0 0
05:00 4 - 18.5 4.2 0 0 1 2 1 0 0 0 0 0 0 0
06:00 8 - 19.8 5.3 0 0 2 3 2 1 0 0 0 0 0 0
07:00 44 23.6 17.9 5.3 0 5 10 14 15 0 0 0 0 0 0 0
08:00 92 24.9 21 3.9 0 0 8 34 46 4 0 0 0 0 0 0
09:00 27 25.7 21.1 5.6 0 1 3 9 10 3 1 0 0 0 0 0
10:00 32 25.2 21.2 4.6 0 1 2 11 15 3 0 0 0 0 0 0
11:00 24 24.9 21 5.5 0 2 1 6 14 0 1 0 0 0 0 0
12:00 40 24.3 19.8 4.3 0 0 6 21 10 3 0 0 0 0 0 0
13:00 26 23.9 20 3.7 0 0 2 15 8 1 0 0 0 0 0 0
14:00 45 24.5 20.4 4.1 0 1 4 18 21 1 0 0 0 0 0 0
15:00 40 24.9 19.3 5.6 0 3 7 15 11 4 0 0 0 0 0 0
16:00 44 25 21 4.2 0 1 2 18 20 3 0 0 0 0 0 0
17:00 44 25.1 21.2 4.2 0 0 5 13 23 3 0 0 0 0 0 0
18:00 35 25.8 21.2 5.1 0 1 4 10 15 5 0 0 0 0 0 0
19:00 18 24.2 19.9 4.4 0 0 3 8 6 1 0 0 0 0 0 0
20:00 14 25.6 22.4 3.8 0 0 0 5 7 2 0 0 0 0 0 0
21:00 9 - 20.7 5.3 0 1 0 2 6 0 0 0 0 0 0 0
22:00 6 - 21 3.1 0 0 0 3 3 0 0 0 0 0 0 0
23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0
12H,7-19 493 25 20.4 4.7 0 15 54 184 208 30 2 0 0 0 0 0
16H,6-22 542 25 20.5 4.7 0 16 59 202 229 34 2 0 0 0 0 0
18H,6-24 550 25 20.5 4.6 0 16 59 206 233 34 2 0 0 0 0 0
24H,0-24 559 25 20.5 4.6 0 16 60 209 237 35 2 0 0 0 0 0
Am 08:00 - - - - 07:00 07:00 08:00 08:00 08:00 11:00 - - - - -
Peak 92 - - - - 5 10 34 46 4 1 - - - - -
Pm 14:00 - 20:00 15:00 - 15:00 15:00 12:00 17:00 18:00 - - - - - -
Peak 45 - 22.4 5.6 - 3 7 21 23 5 - - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 204
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Speed Report-Limit 30 Mph Thu 19-Jan-17 Channel: Southbound
Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12
Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56
00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0
04:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0
05:00 3 - 20.2 3.1 0 0 0 2 1 0 0 0 0 0 0 0
06:00 13 22.4 18.9 4.9 0 1 1 8 2 1 0 0 0 0 0 0
07:00 33 24.8 21.2 4 0 1 1 11 19 1 0 0 0 0 0 0
08:00 86 25.8 21.3 4.8 0 2 5 34 33 11 1 0 0 0 0 0
09:00 35 24.4 20.1 4.6 0 2 2 15 15 1 0 0 0 0 0 0
10:00 39 24 19.3 4.7 0 2 5 19 11 2 0 0 0 0 0 0
11:00 33 24.4 20.2 4.1 0 0 4 16 11 2 0 0 0 0 0 0
12:00 32 24.1 19.8 4.1 0 0 6 12 14 0 0 0 0 0 0 0
13:00 33 24.9 21.4 3.4 0 0 0 16 15 2 0 0 0 0 0 0
14:00 48 25.3 21.1 4.2 0 0 4 20 19 5 0 0 0 0 0 0
15:00 44 24.3 20 4.1 0 0 6 21 15 2 0 0 0 0 0 0
16:00 54 25.5 21.4 4.4 0 0 6 17 25 6 0 0 0 0 0 0
17:00 44 25.7 21.2 4.5 0 0 4 18 16 6 0 0 0 0 0 0
18:00 23 29.8 22.7 7.2 1 0 2 6 7 4 3 0 0 0 0 0
19:00 25 24.2 20.1 4 0 0 4 9 12 0 0 0 0 0 0 0
20:00 11 25.3 22.1 5.7 0 0 1 4 4 1 1 0 0 0 0 0
21:00 5 - 20.5 3.1 0 0 0 3 2 0 0 0 0 0 0 0
22:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0
23:00 2 - 21 17.7 0 1 0 0 0 0 1 0 0 0 0 0
12H,7-19 504 25.2 20.8 4.6 1 7 45 205 200 42 4 0 0 0 0 0
16H,6-22 558 25.2 20.8 4.6 1 8 51 229 220 44 5 0 0 0 0 0
18H,6-24 567 25.2 20.8 4.6 1 9 52 231 222 46 6 0 0 0 0 0
24H,0-24 571 25.2 20.8 4.6 1 9 52 234 223 46 6 0 0 0 0 0
Am 08:00 - - - - 10:00 10:00 08:00 08:00 08:00 08:00 - - - - -
Peak 86 - - - - 2 5 34 33 11 1 - - - - -
Pm 16:00 - 18:00 23:00 18:00 23:00 16:00 15:00 16:00 17:00 18:00 - - - - -
Peak 54 - 22.7 17.7 1 1 6 21 25 6 3 - - - - -
K & M TRAFFIC SURVEYS Created at 12:29:29 on 25 Jan 2017
Page 205
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Fri 13-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 0 0 - 0 - 0 - 0 - 0 -
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 4 1 25 3 75 0 0 0 0 0 0
07:00 8 0 0 6 75 2 25 0 0 0 0
08:00 33 0 0 30 90.91 2 6.06 1 3.03 0 0
09:00 39 0 0 37 94.87 1 2.56 1 2.56 0 0
10:00 23 0 0 19 82.61 4 17.39 0 0 0 0
11:00 23 0 0 18 78.26 4 17.39 1 4.35 0 0
12:00 27 0 0 23 85.19 4 14.81 0 0 0 0
13:00 38 0 0 36 94.74 1 2.63 1 2.63 0 0
14:00 18 1 5.56 16 88.89 1 5.56 0 0 0 0
15:00 31 0 0 30 96.77 1 3.23 0 0 0 0
16:00 23 2 8.7 19 82.61 2 8.7 0 0 0 0
17:00 16 0 0 14 87.5 2 12.5 0 0 0 0
18:00 20 0 0 19 95 1 5 0 0 0 0
19:00 17 1 5.88 16 94.12 0 0 0 0 0 0
20:00 10 0 0 10 100 0 0 0 0 0 0
21:00 6 0 0 6 100 0 0 0 0 0 0
22:00 2 0 0 2 100 0 0 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 299 3 1 267 89.3 25 8.36 4 1.34 0 0
16H,6-22 336 5 1.49 302 89.88 25 7.44 4 1.19 0 0
18H,6-24 340 5 1.47 306 90 25 7.35 4 1.18 0 0
24H,0-24 340 5 1.47 306 90 25 7.35 4 1.18 0 0
Am 09:00 06:00 - 09:00 - 10:00 - 08:00 - 00:00 -
Peak 39 1 - 37 - 4 - 1 - 0 -
Pm 13:00 16:00 - 13:00 - 12:00 - 13:00 - 00:00 -
Peak 38 2 - 36 - 4 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:32 on 25 Jan 2017
Page 206
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Sat 14-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 5 0 0 5 100 0 0 0 0 0 0
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 0 0 - 0 - 0 - 0 - 0 -
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 5 1 20 3 60 1 20 0 0 0 0
07:00 10 0 0 5 50 5 50 0 0 0 0
08:00 11 0 0 11 100 0 0 0 0 0 0
09:00 11 0 0 11 100 0 0 0 0 0 0
10:00 9 0 0 9 100 0 0 0 0 0 0
11:00 12 0 0 12 100 0 0 0 0 0 0
12:00 18 0 0 16 88.89 2 11.11 0 0 0 0
13:00 13 0 0 12 92.31 1 7.69 0 0 0 0
14:00 14 0 0 14 100 0 0 0 0 0 0
15:00 16 0 0 15 93.75 1 6.25 0 0 0 0
16:00 12 0 0 12 100 0 0 0 0 0 0
17:00 13 0 0 13 100 0 0 0 0 0 0
18:00 12 0 0 10 83.33 2 16.67 0 0 0 0
19:00 8 0 0 8 100 0 0 0 0 0 0
20:00 4 0 0 3 75 1 25 0 0 0 0
21:00 2 0 0 2 100 0 0 0 0 0 0
22:00 4 0 0 4 100 0 0 0 0 0 0
23:00 0 0 - 0 - 0 - 0 - 0 -
12H,7-19 151 0 0 140 92.72 11 7.28 0 0 0 0
16H,6-22 170 1 0.59 156 91.76 13 7.65 0 0 0 0
18H,6-24 174 1 0.57 160 91.95 13 7.47 0 0 0 0
24H,0-24 179 1 0.56 165 92.18 13 7.26 0 0 0 0
Am 11:00 06:00 - 11:00 - 07:00 - 00:00 - 00:00 -
Peak 12 1 - 12 - 5 - 0 - 0 -
Pm 12:00 00:00 - 12:00 - 12:00 - 00:00 - 00:00 -
Peak 18 0 - 16 - 2 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:32 on 25 Jan 2017
Page 207
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Sun 15-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 3 0 0 3 100 0 0 0 0 0 0
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 0 0 - 0 - 0 - 0 - 0 -
05:00 1 0 0 1 100 0 0 0 0 0 0
06:00 1 0 0 1 100 0 0 0 0 0 0
07:00 1 0 0 1 100 0 0 0 0 0 0
08:00 3 1 33.33 2 66.67 0 0 0 0 0 0
09:00 6 0 0 6 100 0 0 0 0 0 0
10:00 8 0 0 8 100 0 0 0 0 0 0
11:00 8 0 0 8 100 0 0 0 0 0 0
12:00 12 0 0 12 100 0 0 0 0 0 0
13:00 12 0 0 11 91.67 1 8.33 0 0 0 0
14:00 11 0 0 10 90.91 1 9.09 0 0 0 0
15:00 11 0 0 10 90.91 1 9.09 0 0 0 0
16:00 13 0 0 13 100 0 0 0 0 0 0
17:00 7 0 0 7 100 0 0 0 0 0 0
18:00 12 0 0 12 100 0 0 0 0 0 0
19:00 5 0 0 5 100 0 0 0 0 0 0
20:00 4 0 0 3 75 1 25 0 0 0 0
21:00 6 1 16.67 5 83.33 0 0 0 0 0 0
22:00 3 0 0 3 100 0 0 0 0 0 0
23:00 1 0 0 1 100 0 0 0 0 0 0
12H,7-19 104 1 0.96 100 96.15 3 2.88 0 0 0 0
16H,6-22 120 2 1.67 114 95 4 3.33 0 0 0 0
18H,6-24 124 2 1.61 118 95.16 4 3.23 0 0 0 0
24H,0-24 128 2 1.56 122 95.31 4 3.13 0 0 0 0
Am 10:00 08:00 - 10:00 - 00:00 - 00:00 - 00:00 -
Peak 8 1 - 8 - 0 - 0 - 0 -
Pm 16:00 21:00 - 16:00 - 13:00 - 00:00 - 00:00 -
Peak 13 1 - 13 - 1 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:32 on 25 Jan 2017
Page 208
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Mon 16-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 1 0 0 1 100 0 0 0 0 0 0
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 0 0 - 0 - 0 - 0 - 0 -
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 5 0 0 4 80 1 20 0 0 0 0
07:00 9 2 22.22 5 55.56 2 22.22 0 0 0 0
08:00 16 0 0 13 81.25 2 12.5 1 6.25 0 0
09:00 14 0 0 12 85.71 2 14.29 0 0 0 0
10:00 7 0 0 5 71.43 2 28.57 0 0 0 0
11:00 16 0 0 14 87.5 2 12.5 0 0 0 0
12:00 14 0 0 14 100 0 0 0 0 0 0
13:00 12 0 0 12 100 0 0 0 0 0 0
14:00 17 0 0 14 82.35 3 17.65 0 0 0 0
15:00 20 0 0 18 90 2 10 0 0 0 0
16:00 32 3 9.38 24 75 4 12.5 1 3.13 0 0
17:00 24 0 0 23 95.83 1 4.17 0 0 0 0
18:00 15 1 6.67 12 80 2 13.33 0 0 0 0
19:00 18 0 0 17 94.44 1 5.56 0 0 0 0
20:00 9 0 0 6 66.67 3 33.33 0 0 0 0
21:00 4 0 0 3 75 1 25 0 0 0 0
22:00 4 0 0 4 100 0 0 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 196 6 3.06 166 84.69 22 11.22 2 1.02 0 0
16H,6-22 232 6 2.59 196 84.48 28 12.07 2 0.86 0 0
18H,6-24 238 6 2.52 202 84.87 28 11.76 2 0.84 0 0
24H,0-24 239 6 2.51 203 84.94 28 11.72 2 0.84 0 0
Am 08:00 07:00 - 11:00 - 07:00 - 08:00 - 00:00 -
Peak 16 2 - 14 - 2 - 1 - 0 -
Pm 16:00 16:00 - 16:00 - 16:00 - 16:00 - 00:00 -
Peak 32 3 - 24 - 4 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:32 on 25 Jan 2017
Page 209
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Tue 17-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 1 0 0 1 100 0 0 0 0 0 0
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 0 0 - 0 - 0 - 0 - 0 -
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 6 0 0 5 83.33 1 16.67 0 0 0 0
07:00 6 0 0 4 66.67 2 33.33 0 0 0 0
08:00 14 0 0 11 78.57 2 14.29 1 7.14 0 0
09:00 12 0 0 10 83.33 1 8.33 1 8.33 0 0
10:00 10 0 0 9 90 1 10 0 0 0 0
11:00 9 0 0 7 77.78 1 11.11 1 11.11 0 0
12:00 11 0 0 10 90.91 1 9.09 0 0 0 0
13:00 8 0 0 6 75 2 25 0 0 0 0
14:00 23 1 4.35 19 82.61 3 13.04 0 0 0 0
15:00 17 0 0 16 94.12 1 5.88 0 0 0 0
16:00 25 1 4 21 84 3 12 0 0 0 0
17:00 15 0 0 15 100 0 0 0 0 0 0
18:00 20 1 5 18 90 1 5 0 0 0 0
19:00 15 1 6.67 13 86.67 1 6.67 0 0 0 0
20:00 13 0 0 12 92.31 1 7.69 0 0 0 0
21:00 5 0 0 5 100 0 0 0 0 0 0
22:00 5 0 0 4 80 1 20 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 170 3 1.76 146 85.88 18 10.59 3 1.76 0 0
16H,6-22 209 4 1.91 181 86.6 21 10.05 3 1.44 0 0
18H,6-24 216 4 1.85 187 86.57 22 10.19 3 1.39 0 0
24H,0-24 217 4 1.84 188 86.64 22 10.14 3 1.38 0 0
Am 08:00 00:00 - 08:00 - 07:00 - 08:00 - 00:00 -
Peak 14 0 - 11 - 2 - 1 - 0 -
Pm 16:00 14:00 - 16:00 - 14:00 - 00:00 - 00:00 -
Peak 25 1 - 21 - 3 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:32 on 25 Jan 2017
Page 210
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Wed 18-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 1 0 0 1 100 0 0 0 0 0 0
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 1 0 0 0 0 1 100 0 0 0 0
04:00 1 0 0 0 0 1 100 0 0 0 0
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 2 0 0 2 100 0 0 0 0 0 0
07:00 11 2 18.18 6 54.55 3 27.27 0 0 0 0
08:00 9 0 0 8 88.89 1 11.11 0 0 0 0
09:00 16 0 0 13 81.25 3 18.75 0 0 0 0
10:00 15 1 6.67 13 86.67 1 6.67 0 0 0 0
11:00 8 0 0 7 87.5 1 12.5 0 0 0 0
12:00 18 0 0 16 88.89 2 11.11 0 0 0 0
13:00 18 2 11.11 13 72.22 3 16.67 0 0 0 0
14:00 16 1 6.25 11 68.75 3 18.75 1 6.25 0 0
15:00 18 0 0 18 100 0 0 0 0 0 0
16:00 18 2 11.11 12 66.67 4 22.22 0 0 0 0
17:00 18 0 0 16 88.89 2 11.11 0 0 0 0
18:00 15 0 0 13 86.67 2 13.33 0 0 0 0
19:00 14 0 0 14 100 0 0 0 0 0 0
20:00 6 0 0 5 83.33 1 16.67 0 0 0 0
21:00 5 0 0 5 100 0 0 0 0 0 0
22:00 5 0 0 5 100 0 0 0 0 0 0
23:00 1 0 0 1 100 0 0 0 0 0 0
12H,7-19 180 8 4.44 146 81.11 25 13.89 1 0.56 0 0
16H,6-22 207 8 3.86 172 83.09 26 12.56 1 0.48 0 0
18H,6-24 213 8 3.76 178 83.57 26 12.21 1 0.47 0 0
24H,0-24 216 8 3.7 179 82.87 28 12.96 1 0.46 0 0
Am 09:00 07:00 - 09:00 - 07:00 - 00:00 - 00:00 -
Peak 16 2 - 13 - 3 - 0 - 0 -
Pm 12:00 13:00 - 15:00 - 16:00 - 14:00 - 00:00 -
Peak 18 2 - 18 - 4 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 211
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Thu 19-Jan-17 Channel: Northbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 1 0 0 1 100 0 0 0 0 0 0
05:00 0 0 - 0 - 0 - 0 - 0 -
06:00 4 1 25 3 75 0 0 0 0 0 0
07:00 6 0 0 4 66.67 2 33.33 0 0 0 0
08:00 13 0 0 10 76.92 3 23.08 0 0 0 0
09:00 14 0 0 12 85.71 2 14.29 0 0 0 0
10:00 16 0 0 15 93.75 1 6.25 0 0 0 0
11:00 9 0 0 8 88.89 1 11.11 0 0 0 0
12:00 20 0 0 18 90 2 10 0 0 0 0
13:00 5 0 0 5 100 0 0 0 0 0 0
14:00 7 0 0 6 85.71 1 14.29 0 0 0 0
15:00 19 0 0 18 94.74 1 5.26 0 0 0 0
16:00 25 3 12 18 72 4 16 0 0 0 0
17:00 11 0 0 9 81.82 2 18.18 0 0 0 0
18:00 23 1 4.35 20 86.96 2 8.7 0 0 0 0
19:00 12 0 0 10 83.33 2 16.67 0 0 0 0
20:00 8 0 0 8 100 0 0 0 0 0 0
21:00 10 0 0 9 90 1 10 0 0 0 0
22:00 7 0 0 7 100 0 0 0 0 0 0
23:00 4 0 0 4 100 0 0 0 0 0 0
12H,7-19 168 4 2.38 143 85.12 21 12.5 0 0 0 0
16H,6-22 202 5 2.48 173 85.64 24 11.88 0 0 0 0
18H,6-24 213 5 2.35 184 86.38 24 11.27 0 0 0 0
24H,0-24 214 5 2.34 185 86.45 24 11.21 0 0 0 0
Am 10:00 06:00 - 10:00 - 08:00 - 00:00 - 00:00 -
Peak 16 1 - 15 - 3 - 0 - 0 -
Pm 16:00 16:00 - 18:00 - 16:00 - 00:00 - 00:00 -
Peak 25 3 - 20 - 4 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 212
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Fri 13-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 1 0 0 1 100 0 0 0 0 0 0
01:00 2 1 50 1 50 0 0 0 0 0 0
02:00 1 0 0 1 100 0 0 0 0 0 0
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 2 0 0 1 50 1 50 0 0 0 0
05:00 3 0 0 3 100 0 0 0 0 0 0
06:00 11 1 9.09 10 90.91 0 0 0 0 0 0
07:00 32 0 0 26 81.25 6 18.75 0 0 0 0
08:00 83 3 3.61 75 90.36 5 6.02 0 0 0 0
09:00 35 1 2.86 31 88.57 3 8.57 0 0 0 0
10:00 36 1 2.78 30 83.33 5 13.89 0 0 0 0
11:00 27 1 3.7 22 81.48 4 14.81 0 0 0 0
12:00 30 2 6.67 26 86.67 2 6.67 0 0 0 0
13:00 32 2 6.25 25 78.13 4 12.5 1 3.13 0 0
14:00 35 1 2.86 30 85.71 3 8.57 1 2.86 0 0
15:00 38 1 2.63 35 92.11 2 5.26 0 0 0 0
16:00 39 0 0 38 97.44 1 2.56 0 0 0 0
17:00 29 4 13.79 25 86.21 0 0 0 0 0 0
18:00 19 0 0 19 100 0 0 0 0 0 0
19:00 21 1 4.76 20 95.24 0 0 0 0 0 0
20:00 13 0 0 13 100 0 0 0 0 0 0
21:00 10 0 0 10 100 0 0 0 0 0 0
22:00 4 0 0 4 100 0 0 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 435 16 3.68 382 87.82 35 8.05 2 0.46 0 0
16H,6-22 490 18 3.67 435 88.78 35 7.14 2 0.41 0 0
18H,6-24 496 18 3.63 441 88.91 35 7.06 2 0.4 0 0
24H,0-24 505 19 3.76 448 88.71 36 7.13 2 0.4 0 0
Am 08:00 08:00 - 08:00 - 07:00 - 00:00 - 00:00 -
Peak 83 3 - 75 - 6 - 0 - 0 -
Pm 16:00 17:00 - 16:00 - 13:00 - 13:00 - 00:00 -
Peak 39 4 - 38 - 4 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 213
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Sat 14-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 1 0 0 1 100 0 0 0 0 0 0
04:00 2 0 0 1 50 1 50 0 0 0 0
05:00 3 0 0 3 100 0 0 0 0 0 0
06:00 7 0 0 7 100 0 0 0 0 0 0
07:00 12 0 0 10 83.33 2 16.67 0 0 0 0
08:00 22 0 0 19 86.36 3 13.64 0 0 0 0
09:00 31 0 0 30 96.77 1 3.23 0 0 0 0
10:00 43 0 0 39 90.7 4 9.3 0 0 0 0
11:00 51 1 1.96 49 96.08 1 1.96 0 0 0 0
12:00 58 1 1.72 55 94.83 2 3.45 0 0 0 0
13:00 35 0 0 34 97.14 1 2.86 0 0 0 0
14:00 34 1 2.94 32 94.12 1 2.94 0 0 0 0
15:00 37 1 2.7 34 91.89 2 5.41 0 0 0 0
16:00 22 1 4.55 21 95.45 0 0 0 0 0 0
17:00 21 1 4.76 20 95.24 0 0 0 0 0 0
18:00 16 0 0 15 93.75 1 6.25 0 0 0 0
19:00 23 1 4.35 22 95.65 0 0 0 0 0 0
20:00 11 0 0 11 100 0 0 0 0 0 0
21:00 2 0 0 2 100 0 0 0 0 0 0
22:00 9 0 0 9 100 0 0 0 0 0 0
23:00 6 0 0 6 100 0 0 0 0 0 0
12H,7-19 382 6 1.57 358 93.72 18 4.71 0 0 0 0
16H,6-22 425 7 1.65 400 94.12 18 4.24 0 0 0 0
18H,6-24 440 7 1.59 415 94.32 18 4.09 0 0 0 0
24H,0-24 446 7 1.57 420 94.17 19 4.26 0 0 0 0
Am 11:00 11:00 - 11:00 - 10:00 - 00:00 - 00:00 -
Peak 51 1 - 49 - 4 - 0 - 0 -
Pm 12:00 12:00 - 12:00 - 12:00 - 00:00 - 00:00 -
Peak 58 1 - 55 - 2 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 214
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Sun 15-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 2 1 50 1 50 0 0 0 0 0 0
02:00 4 1 25 3 75 0 0 0 0 0 0
03:00 2 0 0 2 100 0 0 0 0 0 0
04:00 1 0 0 1 100 0 0 0 0 0 0
05:00 1 0 0 0 0 1 100 0 0 0 0
06:00 4 0 0 4 100 0 0 0 0 0 0
07:00 9 0 0 9 100 0 0 0 0 0 0
08:00 10 0 0 9 90 1 10 0 0 0 0
09:00 23 0 0 23 100 0 0 0 0 0 0
10:00 15 0 0 15 100 0 0 0 0 0 0
11:00 36 0 0 35 97.22 1 2.78 0 0 0 0
12:00 23 0 0 22 95.65 1 4.35 0 0 0 0
13:00 42 0 0 40 95.24 2 4.76 0 0 0 0
14:00 30 1 3.33 27 90 2 6.67 0 0 0 0
15:00 24 1 4.17 22 91.67 1 4.17 0 0 0 0
16:00 26 1 3.85 25 96.15 0 0 0 0 0 0
17:00 17 0 0 17 100 0 0 0 0 0 0
18:00 9 0 0 9 100 0 0 0 0 0 0
19:00 7 0 0 7 100 0 0 0 0 0 0
20:00 15 0 0 14 93.33 1 6.67 0 0 0 0
21:00 4 0 0 3 75 1 25 0 0 0 0
22:00 3 0 0 3 100 0 0 0 0 0 0
23:00 0 0 - 0 - 0 - 0 - 0 -
12H,7-19 264 3 1.14 253 95.83 8 3.03 0 0 0 0
16H,6-22 294 3 1.02 281 95.58 10 3.4 0 0 0 0
18H,6-24 297 3 1.01 284 95.62 10 3.37 0 0 0 0
24H,0-24 307 5 1.63 291 94.79 11 3.58 0 0 0 0
Am 11:00 01:00 - 11:00 - 05:00 - 00:00 - 00:00 -
Peak 36 1 - 35 - 1 - 0 - 0 -
Pm 13:00 14:00 - 13:00 - 13:00 - 00:00 - 00:00 -
Peak 42 1 - 40 - 2 - 0 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 215
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Mon 16-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 2 0 0 1 50 1 50 0 0 0 0
02:00 2 0 0 2 100 0 0 0 0 0 0
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 5 0 0 4 80 1 20 0 0 0 0
05:00 6 0 0 5 83.33 1 16.67 0 0 0 0
06:00 14 2 14.29 12 85.71 0 0 0 0 0 0
07:00 37 3 8.11 29 78.38 4 10.81 1 2.7 0 0
08:00 96 4 4.17 86 89.58 5 5.21 1 1.04 0 0
09:00 38 0 0 37 97.37 1 2.63 0 0 0 0
10:00 37 0 0 34 91.89 3 8.11 0 0 0 0
11:00 27 0 0 19 70.37 6 22.22 2 7.41 0 0
12:00 31 1 3.23 30 96.77 0 0 0 0 0 0
13:00 23 2 8.7 20 86.96 1 4.35 0 0 0 0
14:00 38 1 2.63 33 86.84 4 10.53 0 0 0 0
15:00 39 2 5.13 32 82.05 4 10.26 1 2.56 0 0
16:00 54 1 1.85 49 90.74 4 7.41 0 0 0 0
17:00 35 1 2.86 31 88.57 3 8.57 0 0 0 0
18:00 24 1 4.17 21 87.5 2 8.33 0 0 0 0
19:00 17 0 0 17 100 0 0 0 0 0 0
20:00 8 0 0 6 75 2 25 0 0 0 0
21:00 10 0 0 9 90 1 10 0 0 0 0
22:00 7 0 0 7 100 0 0 0 0 0 0
23:00 1 0 0 1 100 0 0 0 0 0 0
12H,7-19 479 16 3.34 421 87.89 37 7.72 5 1.04 0 0
16H,6-22 528 18 3.41 465 88.07 40 7.58 5 0.95 0 0
18H,6-24 536 18 3.36 473 88.25 40 7.46 5 0.93 0 0
24H,0-24 551 18 3.27 485 88.02 43 7.8 5 0.91 0 0
Am 08:00 08:00 - 08:00 - 11:00 - 11:00 - 00:00 -
Peak 96 4 - 86 - 6 - 2 - 0 -
Pm 16:00 13:00 - 16:00 - 14:00 - 15:00 - 00:00 -
Peak 54 2 - 49 - 4 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 216
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Tue 17-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 1 0 0 1 100 0 0 0 0 0 0
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 1 1 100 0 0 0 0 0 0 0 0
03:00 2 0 0 1 50 1 50 0 0 0 0
04:00 2 1 50 1 50 0 0 0 0 0 0
05:00 4 1 25 1 25 2 50 0 0 0 0
06:00 6 0 0 4 66.67 2 33.33 0 0 0 0
07:00 47 4 8.51 38 80.85 5 10.64 0 0 0 0
08:00 82 4 4.88 74 90.24 4 4.88 0 0 0 0
09:00 22 0 0 20 90.91 2 9.09 0 0 0 0
10:00 25 0 0 25 100 0 0 0 0 0 0
11:00 32 0 0 29 90.63 3 9.38 0 0 0 0
12:00 30 1 3.33 27 90 2 6.67 0 0 0 0
13:00 28 0 0 27 96.43 1 3.57 0 0 0 0
14:00 41 0 0 35 85.37 5 12.2 1 2.44 0 0
15:00 37 0 0 34 91.89 3 8.11 0 0 0 0
16:00 60 0 0 55 91.67 5 8.33 0 0 0 0
17:00 38 0 0 36 94.74 2 5.26 0 0 0 0
18:00 27 2 7.41 25 92.59 0 0 0 0 0 0
19:00 13 0 0 12 92.31 1 7.69 0 0 0 0
20:00 16 2 12.5 14 87.5 0 0 0 0 0 0
21:00 7 0 0 6 85.71 1 14.29 0 0 0 0
22:00 7 0 0 7 100 0 0 0 0 0 0
23:00 1 1 100 0 0 0 0 0 0 0 0
12H,7-19 469 11 2.35 425 90.62 32 6.82 1 0.21 0 0
16H,6-22 511 13 2.54 461 90.22 36 7.05 1 0.2 0 0
18H,6-24 519 14 2.7 468 90.17 36 6.94 1 0.19 0 0
24H,0-24 529 17 3.21 472 89.22 39 7.37 1 0.19 0 0
Am 08:00 07:00 - 08:00 - 07:00 - 00:00 - 00:00 -
Peak 82 4 - 74 - 5 - 0 - 0 -
Pm 16:00 18:00 - 16:00 - 14:00 - 14:00 - 00:00 -
Peak 60 2 - 55 - 5 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 217
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Wed 18-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 1 0 0 1 100 0 0 0 0 0 0
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 4 0 0 2 50 2 50 0 0 0 0
05:00 4 1 25 3 75 0 0 0 0 0 0
06:00 8 1 12.5 6 75 1 12.5 0 0 0 0
07:00 44 2 4.55 34 77.27 7 15.91 1 2.27 0 0
08:00 92 3 3.26 85 92.39 4 4.35 0 0 0 0
09:00 27 0 0 24 88.89 3 11.11 0 0 0 0
10:00 32 1 3.13 29 90.63 2 6.25 0 0 0 0
11:00 24 1 4.17 22 91.67 1 4.17 0 0 0 0
12:00 40 1 2.5 34 85 5 12.5 0 0 0 0
13:00 26 0 0 22 84.62 4 15.38 0 0 0 0
14:00 45 0 0 40 88.89 5 11.11 0 0 0 0
15:00 40 2 5 35 87.5 2 5 1 2.5 0 0
16:00 44 1 2.27 40 90.91 3 6.82 0 0 0 0
17:00 44 0 0 42 95.45 2 4.55 0 0 0 0
18:00 35 2 5.71 31 88.57 2 5.71 0 0 0 0
19:00 18 0 0 18 100 0 0 0 0 0 0
20:00 14 0 0 13 92.86 1 7.14 0 0 0 0
21:00 9 0 0 9 100 0 0 0 0 0 0
22:00 6 0 0 6 100 0 0 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 493 13 2.64 438 88.84 40 8.11 2 0.41 0 0
16H,6-22 542 14 2.58 484 89.3 42 7.75 2 0.37 0 0
18H,6-24 550 14 2.55 492 89.45 42 7.64 2 0.36 0 0
24H,0-24 559 15 2.68 498 89.09 44 7.87 2 0.36 0 0
Am 08:00 08:00 - 08:00 - 07:00 - 07:00 - 00:00 -
Peak 92 3 - 85 - 7 - 1 - 0 -
Pm 14:00 15:00 - 17:00 - 12:00 - 15:00 - 00:00 -
Peak 45 2 - 42 - 5 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 218
Site No: 21196001 Grid Reference: TQ05832,70854
Celia Crescent, Ashford (LC 11)
Class Report FHWA Thu 19-Jan-17 Channel: Southbound
Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5
Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %
00:00 0 0 - 0 - 0 - 0 - 0 -
01:00 0 0 - 0 - 0 - 0 - 0 -
02:00 0 0 - 0 - 0 - 0 - 0 -
03:00 0 0 - 0 - 0 - 0 - 0 -
04:00 1 0 0 0 0 1 100 0 0 0 0
05:00 3 1 33.33 2 66.67 0 0 0 0 0 0
06:00 13 0 0 12 92.31 1 7.69 0 0 0 0
07:00 33 1 3.03 30 90.91 2 6.06 0 0 0 0
08:00 86 4 4.65 76 88.37 6 6.98 0 0 0 0
09:00 35 2 5.71 32 91.43 1 2.86 0 0 0 0
10:00 39 0 0 37 94.87 2 5.13 0 0 0 0
11:00 33 0 0 32 96.97 1 3.03 0 0 0 0
12:00 32 0 0 26 81.25 5 15.63 1 3.13 0 0
13:00 33 0 0 31 93.94 2 6.06 0 0 0 0
14:00 48 0 0 44 91.67 4 8.33 0 0 0 0
15:00 44 0 0 42 95.45 2 4.55 0 0 0 0
16:00 54 0 0 49 90.74 5 9.26 0 0 0 0
17:00 44 2 4.55 38 86.36 4 9.09 0 0 0 0
18:00 23 0 0 22 95.65 0 0 1 4.35 0 0
19:00 25 1 4 20 80 4 16 0 0 0 0
20:00 11 0 0 10 90.91 1 9.09 0 0 0 0
21:00 5 0 0 5 100 0 0 0 0 0 0
22:00 7 0 0 7 100 0 0 0 0 0 0
23:00 2 0 0 2 100 0 0 0 0 0 0
12H,7-19 504 9 1.79 459 91.07 34 6.75 2 0.4 0 0
16H,6-22 558 10 1.79 506 90.68 40 7.17 2 0.36 0 0
18H,6-24 567 10 1.76 515 90.83 40 7.05 2 0.35 0 0
24H,0-24 571 11 1.93 517 90.54 41 7.18 2 0.35 0 0
Am 08:00 08:00 - 08:00 - 08:00 - 00:00 - 00:00 -
Peak 86 4 - 76 - 6 - 0 - 0 -
Pm 16:00 17:00 - 16:00 - 12:00 - 12:00 - 00:00 -
Peak 54 2 - 49 - 5 - 1 - 0 -
K & M TRAFFIC SURVEYS Created at 12:29:33 on 25 Jan 2017
Page 219
Appendix B
ATC Commissioned bySCC
Page 220
Page 221
Appendix C
TRICS Output Report
Page 222
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 1
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
Calculation Reference: AUDIT-734001-170208-0234
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : A - HOUSES PRIVATELY OWNED
VEHICLES
Selected regions and areas:
02 SOUTH EAST
ES EAST SUSSEX 1 days
HC HAMPSHIRE 1 days
SC SURREY 1 days
WS WEST SUSSEX 1 days
03 SOUTH WEST
DC DORSET 2 days
DV DEVON 2 days
SM SOMERSET 1 days
04 EAST ANGLIA
CA CAMBRIDGESHIRE 1 days
NF NORFOLK 2 days
SF SUFFOLK 2 days
05 EAST MIDLANDS
LN LINCOLNSHIRE 2 days
06 WEST MIDLANDS
SH SHROPSHIRE 3 days
ST STAFFORDSHIRE 2 days
WK WARWICKSHIRE 2 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
NY NORTH YORKSHIRE 6 days
SY SOUTH YORKSHIRE 1 days
08 NORTH WEST
CH CHESHIRE 3 days
GM GREATER MANCHESTER 1 days
LC LANCASHIRE 1 days
MS MERSEYSIDE 1 days
09 NORTH
CB CUMBRIA 1 days
TW TYNE & WEAR 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Page 223
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 2
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
Secondary Filtering selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range
are included in the trip rate calculation.
Parameter: Number of dwellings
Actual Range: 6 to 71 (units: )
Range Selected by User: 6 to 75 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/08 to 13/11/15
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are
included in the trip rate calculation.
Selected survey days:
Monday 8 days
Tuesday 8 days
Wednesday 9 days
Thursday 7 days
Friday 6 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 38 days
Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total
adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC
surveys are undertaking using machines.
Selected Locations:
Edge of Town Centre 4
Suburban Area (PPS6 Out of Centre) 17
Edge of Town 17
This data displays the number of surveys per main location category within the selected set. The main location
categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town
Centre and Not Known.
Selected Location Sub Categories:
Residential Zone 34
No Sub Category 4
This data displays the number of surveys per location sub-category within the selected set. The location sub-categories
consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,
Out of Town, High Street and No Sub Category.
Secondary Filtering selection:
Use Class:
C 1 1 days
C 3 36 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order
2005 has been used for this purpose, which can be found within the Library module of TRICS®.
Page 224
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 3
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
Secondary Filtering selection (Cont.):
Population within 1 mile:
1,001 to 5,000 6 days
5,001 to 10,000 10 days
10,001 to 15,000 8 days
15,001 to 20,000 3 days
20,001 to 25,000 4 days
25,001 to 50,000 7 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
5,001 to 25,000 4 days
25,001 to 50,000 4 days
50,001 to 75,000 3 days
75,001 to 100,000 9 days
100,001 to 125,000 3 days
125,001 to 250,000 6 days
250,001 to 500,000 8 days
500,001 or More 1 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.5 or Less 1 days
0.6 to 1.0 12 days
1.1 to 1.5 24 days
1.6 to 2.0 1 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Travel Plan:
Yes 3 days
No 35 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in
place, and the number of surveys that were undertaken at sites without Travel Plans.
PTAL Rating:
No PTAL Present 38 days
This data displays the number of selected surveys with PTAL Ratings.
Page 225
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 4
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters
1 CA-03-A-04 DETACHED CAMBRIDGESHIRE
THORPE PARK ROAD
PETERBOROUGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 9
Survey date: TUESDAY 18/10/11 Survey Type: MANUAL
2 CB-03-A-03 SEMI DETACHED CUMBRIA
HAWKSHEAD AVENUE
WORKINGTON
Edge of Town
Residential Zone
Total Number of dwellings: 4 0
Survey date: THURSDAY 20/11/08 Survey Type: MANUAL
3 CH-03-A-05 DETACHED CHESHIRE
SYDNEY ROAD
SYDNEY
CREWE
Edge of Town
Residential Zone
Total Number of dwellings: 1 7
Survey date: TUESDAY 14/10/08 Survey Type: MANUAL
4 CH-03-A-08 DETACHED CHESHIRE
WHITCHURCH ROAD
BOUGHTON HEATH
CHESTER
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 1
Survey date: TUESDAY 22/05/12 Survey Type: MANUAL
5 CH-03-A-09 TERRACED HOUSES CHESHIRE
GREYSTOKE ROAD
HURDSFIELD
MACCLESFIELD
Edge of Town
Residential Zone
Total Number of dwellings: 2 4
Survey date: MONDAY 24/11/14 Survey Type: MANUAL
6 DC-03-A-01 DETACHED DORSET
ISAACS CLOSE
POOLE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 1
Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL
7 DC-03-A-08 BUNGALOWS DORSET
HURSTDENE ROAD
CASTLE LANE WEST
BOURNEMOUTH
Edge of Town
Residential Zone
Total Number of dwellings: 2 8
Survey date: MONDAY 24/03/14 Survey Type: MANUAL
Page 226
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 5
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters (Cont.)
8 DV-03-A-01 TERRACED HOUSES DEVON
BRONSHILL ROAD
TORQUAY
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 3 7
Survey date: WEDNESDAY 30/09/15 Survey Type: MANUAL
9 DV-03-A-03 TERRACED & SEMI DETACHED DEVON
LOWER BRAND LANE
HONITON
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 0
Survey date: MONDAY 28/09/15 Survey Type: MANUAL
10 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX
SOUTH COAST ROAD
PEACEHAVEN
Edge of Town
Residential Zone
Total Number of dwellings: 3 7
Survey date: FRIDAY 18/11/11 Survey Type: MANUAL
11 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER
BUTT HILL DRIVE
P R E S T W I C H
MANCHESTER
Edge of Town
Residential Zone
Total Number of dwellings: 2 9
Survey date: WEDNESDAY 12/10/11 Survey Type: MANUAL
12 HC-03-A-17 HOUSES & FLATS HAMPSHIRE
CANADA WAY
LIPHOOK
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 3 6
Survey date: THURSDAY 12/11/15 Survey Type: MANUAL
13 LC-03-A-30 SEMI-DETACHED LANCASHIRE
WATSON ROAD
BLACKPOOL
Edge of Town Centre
Residential Zone
Total Number of dwellings: 2 4
Survey date: FRIDAY 14/06/13 Survey Type: MANUAL
14 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE
ROOKERY LANE
BOULTHAM
LINCOLN
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 2 2
Survey date: TUESDAY 18/09/12 Survey Type: MANUAL
Page 227
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 6
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters (Cont.)
15 LN-03-A-04 DETACHED & SEMI-DETACHED LINCOLNSHIRE
EGERTON ROAD
LINCOLN
Edge of Town Centre
Residential Zone
Total Number of dwellings: 3 0
Survey date: MONDAY 29/06/15 Survey Type: MANUAL
16 MS-03-A-03 DETACHED MERSEYSIDE
BEMPTON ROAD
OTTERSPOOL
LIVERPOOL
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 5
Survey date: FRIDAY 21/06/13 Survey Type: MANUAL
17 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK
YARMOUTH ROAD
CAISTER-ON-SEA
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 2 7
Survey date: TUESDAY 16/10/12 Survey Type: MANUAL
18 NF-03-A-03 DETACHED HOUSES NORFOLK
HALING WAY
THETFORD
Edge of Town
Residential Zone
Total Number of dwellings: 1 0
Survey date: WEDNESDAY 16/09/15 Survey Type: MANUAL
19 NY-03-A-03 PRIVATE HOUSING NORTH YORKSHIRE
NEW ROW
BOROUGHBRIDGE
Edge of Town Centre
Residential Zone
Total Number of dwellings: 1 4
Survey date: MONDAY 15/09/08 Survey Type: MANUAL
20 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE
CRAVEN WAY
BOROUGHBRIDGE
Edge of Town
No Sub Category
Total Number of dwellings: 2 3
Survey date: TUESDAY 18/10/11 Survey Type: MANUAL
21 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE
NICHOLAS STREET
YORK
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 2 1
Survey date: MONDAY 16/09/13 Survey Type: MANUAL
Page 228
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 7
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters (Cont.)
22 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE
GRAMMAR SCHOOL LANE
NORTHALLERTON
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 2
Survey date: MONDAY 16/09/13 Survey Type: MANUAL
23 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE
BOROUGHBRIDGE ROAD
RIPON
Edge of Town
No Sub Category
Total Number of dwellings: 7 1
Survey date: TUESDAY 17/09/13 Survey Type: MANUAL
24 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE
HORSEFAIR
BOROUGHBRIDGE
Edge of Town
Residential Zone
Total Number of dwellings: 2 3
Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL
25 SC-03-A-04 DETACHED & TERRACED SURREY
HIGH ROAD
BYFLEET
Edge of Town
Residential Zone
Total Number of dwellings: 7 1
Survey date: THURSDAY 23/01/14 Survey Type: MANUAL
26 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK
NORMANSTON DRIVE
LOWESTOFT
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7
Survey date: TUESDAY 23/10/12 Survey Type: MANUAL
27 SF-03-A-05 DETACHED HOUSES SUFFOLK
VALE LANE
BURY ST EDMUNDS
Edge of Town
Residential Zone
Total Number of dwellings: 1 8
Survey date: WEDNESDAY 09/09/15 Survey Type: MANUAL
28 SH-03-A-03 DETATCHED SHROPSHIRE
SOMERBY DRIVE
BICTON HEATH
SHREWSBURY
Edge of Town
No Sub Category
Total Number of dwellings: 1 0
Survey date: FRIDAY 26/06/09 Survey Type: MANUAL
Page 229
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 8
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters (Cont.)
29 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE
SANDCROFT
SUTTON HILL
TELFORD
Edge of Town
Residential Zone
Total Number of dwellings: 5 4
Survey date: THURSDAY 24/10/13 Survey Type: MANUAL
30 SH-03-A-06 BUNGALOWS SHROPSHIRE
ELLESMERE ROAD
SHREWSBURY
Edge of Town
Residential Zone
Total Number of dwellings: 1 6
Survey date: THURSDAY 22/05/14 Survey Type: MANUAL
31 SM-03-A-01 DETACHED & SEMI SOMERSET
WEMBDON ROAD
NORTHFIELD
BRIDGWATER
Edge of Town
Residential Zone
Total Number of dwellings: 3 3
Survey date: THURSDAY 24/09/15 Survey Type: MANUAL
32 ST-03-A-05 TERRACED & DETACHED STAFFORDSHIRE
WATERMEET GROVE
ETRURIA
STOKE-ON-TRENT
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 4
Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL
33 ST-03-A-06 SEMI-DET. & TERRACED STAFFORDSHIRE
STANFORD ROAD
BLAKENHALL
WOLVERHAMPTON
Edge of Town Centre
No Sub Category
Total Number of dwellings: 1 7
Survey date: FRIDAY 09/05/14 Survey Type: MANUAL
34 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE
A19 BENTLEY ROAD
BENTLEY RISE
DONCASTER
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 4
Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL
35 TW-03-A-02 SEMI-DETACHED TYNE & WEAR
WEST PARK ROAD
GATESHEAD
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 6
Survey date: MONDAY 07/10/13 Survey Type: MANUAL
36 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE
ARLINGTON AVENUE
LEAMINGTON SPA
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 6
Survey date: FRIDAY 21/10/11 Survey Type: MANUAL
Page 230
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 9
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
LIST OF SITES relevant to selection parameters (Cont.)
37 WK-03-A-02 BUNGALOWS WARWICKSHIRE
NARBERTH WAY
POTTERS GREEN
COVENTRY
Edge of Town
Residential Zone
Total Number of dwellings: 1 7
Survey date: THURSDAY 17/10/13 Survey Type: MANUAL
38 WS-03-A-05 TERRACED & FLATS WEST SUSSEX
UPPER SHOREHAM ROAD
SHOREHAM BY SEA
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 4 8
Survey date: WEDNESDAY 18/04/12 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the
week and date of each survey, and whether the survey was a manual classified count or an ATC count.
Page 231
TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17
Page 10
OFF-LINE VERSION Motion North Street Guildford Licence No: 734001
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
VEHICLES
Calculation factor: 1 DWELLS
Estimated TRIP rate value per 40 DWELLS shown in shaded columns
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated
Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
38 29 0.083 3.339 38 29 0.303 12.123 38 29 0.386 15.46207:00 - 08:00
38 29 0.141 5.626 38 29 0.389 15.572 38 29 0.530 21.19808:00 - 09:00
38 29 0.152 6.062 38 29 0.178 7.114 38 29 0.330 13.17609:00 - 10:00
38 29 0.145 5.808 38 29 0.148 5.917 38 29 0.293 11.72510:00 - 11:00
38 29 0.152 6.062 38 29 0.162 6.461 38 29 0.314 12.52311:00 - 12:00
38 29 0.168 6.715 38 29 0.160 6.388 38 29 0.328 13.10312:00 - 13:00
38 29 0.177 7.078 38 29 0.174 6.969 38 29 0.351 14.04713:00 - 14:00
38 29 0.156 6.243 38 29 0.180 7.187 38 29 0.336 13.43014:00 - 15:00
38 29 0.253 10.127 38 29 0.175 7.005 38 29 0.428 17.13215:00 - 16:00
38 29 0.287 11.470 38 29 0.176 7.042 38 29 0.463 18.51216:00 - 17:00
38 29 0.362 14.483 38 29 0.165 6.606 38 29 0.527 21.08917:00 - 18:00
38 29 0.229 9.147 38 29 0.144 5.771 38 29 0.373 14.91818:00 - 19:00
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 2.305 2.354 4.659 9 2.160 9 4.155 186.315
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just
above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals
plus departures). Within each of these main columns are three sub-columns. These display the number of survey days
where count data is included (per time period), the average value of the selected trip rate calculation parameter (per
time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at
the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days
that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals
(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated
time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated
calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT.
Trip rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 6 - 71 (units: )
Survey date date range: 01/01/08 - 13/11/15
Number of weekdays (Monday-Friday): 38
Number of Saturdays: 0
Number of Sundays: 0
Surveys automatically removed from selection: 1
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set
of surveys are show. Finally, the number of survey days that have been manually removed from the selected set
outside of the standard filtering procedure are displayed.
Page 232
Appendix D
Swept Path Analysis -Vehicles on Celia
Crescent
Page 233
TCB
C
E
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IA
C
R
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C
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N
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7
2
8
9
8
a
2
8
3
0
1
6
4
2
9
1
1
0
C
E
L
IA
C
R
E
S
C
E
N
T1
10
1.4 6.1
FTA Design HG Rigid Vehicle (1998)
Overall Length 10.000m
Overall Width 2.500m
Overall Body Height 3.645m
Min Body Ground Clearance 0.440m
Track Width 2.470m
Lock-to-lock time 3.00s
Curb to Curb Turning Radius 11.000m
4.972
0.897 2.88
Family Car
Overall Length 4.972m
Overall Width 2.034m
Overall Body Height 1.905m
Min Body Ground Clearance 0.279m
Max Track Width 1.884m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 5.800m
L:\Projects\shashf 170102\D
raw
ings\170102-TK02a, TK03a.dw
g
Drawing: Revision:
Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A4)
Celia Crescent
Swept Path Analysis
Existing Manoeuvre
1:500
170102-TK02A
n o r t h
Vehicle Tyre Path
Vehicle Overhang
Page 234
TCB
C
E
L
IA
C
R
E
S
C
E
N
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7
2
8
9
8
a
2
8
3
0
1
6
4
2
9
1
1
0
C
E
L
IA
C
R
E
S
C
E
N
T1
8.01
1.21 4.25
7.5t Box Van
Overall Length 8.010m
Overall Width 2.100m
Overall Body Height 3.556m
Min Body Ground Clearance 0.351m
Track Width 2.064m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 7.400m
4.972
0.897 2.88
Family Car
Overall Length 4.972m
Overall Width 2.034m
Overall Body Height 1.905m
Min Body Ground Clearance 0.279m
Max Track Width 1.884m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 5.800m
L:\Projects\shashf 170102\D
raw
ings\170102-TK02a, TK03a.dw
g
Drawing: Revision:
Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A4)
Celia Crescent
Swept Path Analysis
Existing Manoeuvre
1:500
170102-TK03A
n o r t h
Vehicle Tyre Path
Vehicle Overhang
Page 235
Appendix E
Images Demonstratingoverrun on Celia Crescent
footways
Page 236
Page 237
Page 238
Page 239
Appendix F
Mitigation Measure -Option 1
Page 240
C
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8
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7
2
7
1
2
2
8
9
3
1
1
8
b
4
3
3
9
9
3
2
1
8
1
3
5
4
3
8
8
a
2
5
2
Tennis Courts
3
2
3
7
a
2
8
1
B
e
re
s
fo
rd
H
o
u
s
e
2
8
7
b
3
0
1
4
6
2
5
8
6
4
2
9
1
1
0
C
E
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C
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C
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5
3
3
6
37
4
C
E
L
IA
C
R
E
S
C
E
N
T
4
0
1
6
3
LB
BUSSTOP
© Crown Copyright 2012. All rights reserved. Licence number 100043407
L:\Projects\shashf 170102\D
raw
ings\170102-02.dw
g
Revision:
Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A3)
Drawing:
Celia Crescent
Proposed Highway Arrangement
Option 1
170102-02 -
1:1000
W
O
O
D
T
H
O
R
P
E
R
O
A
D
n o r t h
Page 241
Appendix G
Mitigation Measure -Option 2
Page 242
C
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2
8
TCB
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2
7
1
2
2
8
9
3
1
1
8
b
4
3
3
9
9
3
2
1
8
1
3
5
4
3
8
8
a
2
5
2
Tennis Courts
3
2
3
7
a
2
8
1
B
e
re
s
fo
rd
H
o
u
s
e
2
8
7
b
3
0
1
4
6
2
5
8
6
4
2
9
1
1
0
C
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S
C
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N
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5
3
3
6
37
4
C
E
L
IA
C
R
E
S
C
E
N
T
4
0
1
6
3
LB
BUSSTOP
© Crown Copyright 2012. All rights reserved. Licence number 100043407
L:\Projects\shashf 170102\D
raw
ings\170102-03a.dw
g
Revision:
Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A3)
Drawing:
Celia Crescent
Proposed Highway Arrangement
Option 2
170102-03 A
1:1000
W
O
O
D
T
H
O
R
P
E
R
O
A
D
Proposed Bollards
n o r t h
Page 243
Appendix H
Mitigation Measure -Option 3
Page 244
C
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TCB
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7
2
7
1
2
2
8
9
3
1
1
8
b
4
3
3
9
9
3
2
1
8
1
3
5
4
3
8
8
a
2
5
2
Tennis Courts
3
2
3
7
a
2
8
1
B
e
re
s
fo
rd
H
o
u
s
e
2
8
7
b
3
0
1
4
6
2
5
8
6
4
2
9
1
1
0
C
E
L
IA
C
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S
C
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N
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5
3
3
6
37
4
C
E
L
IA
C
R
E
S
C
E
N
T
4
0
1
6
3
LB
BUSSTOP
KEEP CLEAR
KEEP CLEAR
© Crown Copyright 2012. All rights reserved. Licence number 100043407
L:\Projects\shashf 170102\D
raw
ings\170102-04a.dw
g
Revision:
Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A3)
Drawing:
Celia Crescent
Proposed Highway Arrangement
Option 3
170102-04 A
1:1000
W
O
O
D
T
H
O
R
P
E
R
O
A
D
n o r t h
Proposed manual swing gate
Page 245
Appendix I
Potential BollardSpecification
Page 246
Page 247
Appendix J
Potential Manual SwingGate Specification
Page 248
1
1
2
2
3
3
4
4
5
5
6
6
A A
B B
C C
D D
josephs
DESIGNED BY
±1.0mm UOS
NEWGATE (NEWARK) LTD
BRUNEL DRIVE, NEWARK, NOTTS. NG24 2DE
TELEPHONE 01636 700172
EMAIL [email protected]
Finish
MATERIAL
GALVANISED ONLY
AS PER CONTRACT
PART No
105-3-37494
LAYOUT - HEAVY DUTY MANUAL
SWING ARM BARRIER
TITLE
15/02/13
ISSUE
DATE
1 / 1
SHEET
SPAN300
80
150
1000
150
500
150
250
550 SQ
400 SQ
ROADWAY
445
FOUNDATIONS:
CONCRETE TO BE CAST A MINIMUM OF 7 DAYS BEFORE
INSTALLATION OF EQUIPMENT. (GRADE C32/40 20mm AGGREGATE)
ALL FOUNDATIONS SHOULD BE SMOOTH, FLAT AND LEVEL WITH
EACH OTHER.
CONSTRUCTION:
LEAF: 120 x 80 RHS
HINGE POST 150 x 150 SHS
CLOSING POST: 80 x 80 SHS
Page 249
Appendix K
Swept Path Analysis- Refuse Vehicle
Page 250
C
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TCB
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7
2
7
1
2
2
8
9
9
1
3
2
5
2
7
a
2
8
1
2
8
7
b
2
5
8
2
9
1
1
0
C
E
L
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C
R
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S
C
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T
4
1
LB
BUSSTOP
KEEP CLEAR
KEEP CLEAR
10.98
1.665 4.815 1.385
Phoenix 2 One-Pass (with Elite 6x4 chassis)
Overall Length 10.980m
Overall Width 2.500m
Overall Body Height 3.751m
Min Body Ground Clearance 0.304m
Track Width 2.500m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 9.000m
© Crown Copyright 2012. All rights reserved. Licence number 100043407
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ings\170102-TK01a.dw
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Title:
Project:
84 North Street
Guildford
Surrey
GU1 4AU
T: 01483 531 300
Golden Cross House
8 Duncannon Street
London
WC2N 4JF
T: 020 7031 8141
www.motion.co.uk
Scale: (@ A3)
Drawing:
Celia Crescent
Swept Path Analysis
Refuse Vehicle
170102-TK01 A
1:500
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Proposed manual swing gate
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