Cavendish Primary School Feasibility Report Updated August ...

FEASIBILITY REPORT

Proposed New Cavendish Primary School Eldon Road Eastbourne

CLIENT SUNNINGHILL CONSTRUCTION CO. LIMITED Cornelius House 33 Boltro Road Haywards Heath RH16 1BP Ref: 5487/2.3 Date: August 2015

CONSULTING ENGINEERS gta civils ltd

Gloucester House 66a Church Walk

Burgess Hill West Sussex

RH15 9AS

Tel: 01444 871444 Fax: 01444 871401

CONTENTS

1.0 INTRODUCTION

2.0 OPTIONS TO BE CONSIDERED

3.0 RECOMMENDATIONS

4.0 SUMMARY AND CONCLUSIONS

APPENDICES

Appendix A Site Location Plan Appendix B Copy of the Unilateral Undertaking Appendix C Site Layout plan showing recommended options Appendix D Traffic flow and speed data for Eldon Road

Report by: Lawrence Stringer CEng MCIHT MRTPI Checked by Neil Stevenson MCIHT

ISSUE DATE COMPILED CHECKED

1st Issue 19th August 2015 LNS NS

2nd Issue 1st September 2015 LNS NS

1. INTRODUCTION

1.1 Background

1.1.1 This report has been prepared for Sunninghill Construction Company in conjunction with the

Cavendish Primary School and no responsibility is accepted to any third party for all or part of

this study in connection with this or any other development.

1.1.2 The new primary school received planning permission following signing of the Unilateral

Undertaking on 31st July 2015.

1.1.3 GTA Civils Ltd has been commissioned by Sunninghill Construction Company to prepare a

Feasibility Report in connection with the Unilateral Undertaking attached to the planning

permission for the new Primary School, in Cobbold Avenue & Eldon Road, Eastbourne.

1.2 Context

1.2.1 This report considers:

The Unilateral Undertaking attached to the planning permission for the school

Specifically the feasibility of the proposed improvements listed in the Second Schedule

item 5;

This report satisfies the requirements under the Second Schedule item 6;

Recommendations

1.2.2 The Unilateral Undertaking dated 31st July 2015 places a number of requirements on the

'owner'.

1.2.3 Under the Second Schedule, there are a number of covenants placed on the owners which

must be satisfied. Under Item 5, the owners must satisfy the following covenant:

5. Prior to Commencement of Development to fully investigate the feasibility and

benefit of implementing:‐

1. a revised bus stop location in Eldon Road;

2. a controlled crossing in Eldon Road; and

3. a 20mph speed limit on roads surrounding the Property ("the

Proposals")

1.2.4 It goes on to say under the Second Schedule Item 6 that:

6. Prior to Commencement of Development to submit findings on the

feasibility and benefit of the Proposals to the Director in the form of a report

("the Report") such Report shall consider the Proposals in terms of, but not

limited to, road layouts both current and proposed, traffic and pedestrian flows,

vehicle speeds, accident history and site constraints.

2.0 OPTIONS TO BE CONSIDERED

2.1 In accordance with the Unilateral Undertaking, the feasibility of introducing the following items

must be considered prior to the commencement of the development.

1. a revised bus stop location in Eldon Road;

2. a controlled crossing in Eldon Road; and

3. a 20mph speed limit on roads surrounding the Property ("the

Proposals")

2.2 In order to assess the feasibility of each of these options, discussions have taken place with

officers from Transport Development Control at East Sussex County Council. This culminated in a

site meeting held on Monday 17th August 2015. Each of the options were considered taking

account of background information including:

‐ Traffic flows on Eldon Road;

‐ Pedestrian flows on Eldon Road;

‐ Likely increases in traffic and pedestrian flows on Eldon Road;

‐ Traffic speeds along Eldon Road;

‐ On street parking in Eldon Road;

‐ Bus timetable information

2.3 The options were also considered taking into account the proposed mitigation measures required

to be implemented in accordance with the First Schedule Part 2 of the Unilateral Undertaking.

2.4 Option 1 A revised Bus Stop Location in Eldon Road

2.4.1 This related to the existing bus stop in Eldon Road on the south side close to the Willingdon

Road traffic signals. Some concern was raised with regard to the potential queue created when a

bus stops at this bus stop, which could in theory extend back to the Willingdon Road junction

during peak periods.

2.4.2 The bus services along Eldon Road are summarised in Table 1 below:

Table 1 Bus services available in Eldon Road

Service No and

operator

Route Weekday

frequency

UNO 1A

Stagecoach

Eastbourne circular – town

centre – Willingdon

1 service every 15

minutes

55

Stagecoach

Eastbourne circular ‐ town

centre – Westham – Stone

Cross

Every 60 minutes

Eastbourne

Community Bus

Eastbourne area Individually

booked

2.4.3 Whilst the bus services along Eldon Road stopping at this bus stop (westbound) are fairly

regular at 1 bus every 15 minutes, the number of passengers waiting or alighting at this bus

stop is very low. Consequently, the frequency of buses stopping at this particular stop is very low.

The likelihood of this occurring during the peak hours is also considered to be low as much

passengers tend to alight at the bus stops outside the school.

2.4.4 Taking into account the points above, it is recommended that the bus stop remain as existing.

Therefore, no further action is required for Option 1.

2.5 Option 2 A controlled crossing in Eldon Road

2.5.1 The option for providing a controlled crossing on Eldon Road would have some merit taking

account of the large number of pedestrians that cross the road at school start and finish times. As

part of the planning consent, various improvement measures were agreed to be implemented.

These are:

Narrow laybys along the Baptist Church frontage

Provision of a pedestrian refuge at the eastern end of the site;

Provision of a pedestrian refuge at the western end of the site;

2.5.2 Following the detailed site inspection, it was felt that the laybys would be difficult to implement

and would not help with pedestrian movements across the road. In addition, there are a number of

existing pedestrian refuges along Eldon Road and whilst they help in some way to aid pedestrian

movement across the road, they don't offer the protection of a controlled crossing.

2.5.3 Considering the nature of Eldon Road and the whole length, it is noted that there is an existing

Zebra crossing at the western end of the road which is effective in providing a very good

crossing point for pedestrians.

2.5.4 Taking the above into account, it is recommended to delete the laybys and new pedestrian

refuges from the scheme and replace them with 2No. new Zebra crossings along the existing

school frontage. One would be located outside the main existing secondary school building

and the other would be located mid‐way along the new primary school building. The position of

the proposed zebra crossings is shown on the layout drawing in Appendix C.

2.5.5 It is recommended that this option is pursued with the deletion of the laybys and refuges from

the scheme and the introduction of 2No. Zebra crossings.

2.6 Option 3 A 20mph speed limit on roads surrounding the Property

2.6.1 The speed of traffic along Eldon Road was assessed as part of the planning application for the

new primary school. The traffic speeds along Eldon Road are not as high as can be seen from the

survey data contained within Appendix D.

2.6.2 The speed survey results show the following:

Direction Average Speed (mph) 85th Percentile Speed (mph)

Westbound 23.5

28.4

Eastbound 19.9

26.6

As can be seen from above, speeds are relatively low and are below the current speed limit of

30mph. Speed limits are assessed on the average speed of traffic, which can already be seen to be

around 20mph.

2.6.3 Based on the existing speeds and the fact that vehicle speeds are lower at school set down and pick

up times, there is no need for introducing a 20mph speed limit. It is recommended that this option

is not pursued.

3.0 RECOMMENDATIONS

3.1 Following the review of the background information, discussions with Highway Officers at East

Sussex County Council and site investigations, the following recommendations are considered

appropriate:

Option 1 A revised Bus Stop Location in Eldon Road

Recommendation: The bus stop remains in place in its existing location.

Option 2 A controlled crossing in Eldon Road

Recommendation: The proposed laybys and 2No additional pedestrian refuges are deleted.

The installation of 2No. new Zebra crossings along the existing and new school frontages.

Option 3 A 20mph speed limit on roads surrounding the Property

Recommendation: A 20mph speed limit is not installed on roads surrounding the property.

4.0 SUMMARY AND CONCLUSIONS

4.1 The three items to be considered as part of the Second Schedule of the Unilateral Undertaking

dated 31st July 2015 have been thoroughly investigated. This has involved a review of the

background data, discussions with Highway Officers at East Sussex County Council and detailed site

investigations.

4.2 The conclusions reached are sound and based on all of the background data including good

knowledge of the local highway network. It is suggested that the following recommendations are

taken forward:

Option 1 The bus stop remains in place in its existing location.

Option 2 The proposed laybys and 2No additional pedestrian refuges are

deleted. The installation of 2No. new Zebra crossings along the

existing and new school frontages.

Option 3 A 20mph speed limit is not installed on roads surrounding the

property.

APPENDIX A

SITE LOCATION PLAN

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Netball Courts

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Tennis Court

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1:1250 @ A3

metres 10 20 4030 50

© ECE Architecture Limited. No dimensions to be scaled from drawing except for the puposes of Planning Applications. The contractor should check all dimensions on site. It is the contractors responsibility to ensure compliance with Building Regulations.

This information relates only to 'Significant Hazards' identified on this drawing

and is to be read in conjunction with the Designer's Risk Assessment Register.

Rev Dr ChDate Revision Details

Client's Name

Job Title Scale

Drawing Title

CAD Plot date:

Job No

Drawn Date

Rev

Checked

Drawing No

Status

6065 - os map.dwg27/05/2014 - 10:35:21

Unit 1 West Coate House 3 Coate Street

London E2 9AG

T 020 7729 5505 E [email protected]

Brooklyn Chambers 11 Goring Road

Worthing West Sussex BN12 4AP

T 01903 248777 E [email protected]

www.ecearchitecture.com

London:

Sussex:

PRELIMINARY

East Sussex County Council

Cavendish Primary School

Location Plan

SM NE 27.05.14

6065 01

APPENDIX B

COPY OF THE UNILATERAL UNDERTAKING

APPENDIX C

SITE LAYOUT PLAN SHOWING RECOMMENDED OPTIONS

44.64

52.82

55.45

47.056

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46.27

FFL 46.83

42.32

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TENDER

EAST SUSSEX COUNTY COUNCIL

ECE ARCHITECTURE

CAVENDISH PRIMARY SCHOOL

UNILATERAL UNDERTAKING

JULY 20151:500

5487

5487/110 A

44.64

47.58

42.30

FFL 46.83

42.32

shelter

Victoria Baptist Church

ELD

ON

RO

AD

PRELIMINARY

EAST SUSSEX COUNTY COUNCIL

ECE ARCHITECTURE

CAVENDISH PRIMARY SCHOOL

ELDON ROAD LAYOUT

AUG 20151:250

5487

5487/111 -

APPENDIX D

TRAFFIC FLOW & SPEED DATA FOR ELDON ROAD

Intelligent Data Collection LimitedEastbourne

Client: gta civils LtdProject Number: ID02071Period Commencing: 15/09/2014Site Number: Site 3Road Name: Elton RoadSurvey Type: ATCDirection AB: Flow from: Long Acre Close (W) to: Willington Road (E)Direction BA: Flow from: Willington Road (E) to: Long Acre Close (W)

Quality Assurance

Revision Rev ADate 01.10.2014

Prepared by Chris LongmanSignature

Checked by Andy CookSignature

Project Director Paul O'NeillSignature

Project number ID02071

File RefID02071 Eastbourne ATC

- Site 3

Quality Assurance and Issue Record

Copy of ID02071 Eastbourne ATC - Site 3

Issue Sheet

Date02.10.2014

Neil Stevenson E-mail

Issued to


Road Name: Elton RoadDirection AB: From: Long Acre Close (W) to: Willington Road (E)Direction BA: From: Willington Road (E) to: Long Acre Close (W)

Site Layout

Photograph Record

ATC Start Date ATC Finish Date Posted Speed Limit

http://maps.google.co.uk/maps?hl=en&safe=off&q=50.780106,0.26284&cr=countryUK|countryGB&um=1&ie=UTF-8&sa=N&tab=wl

X Co-Ordinate Y Co-Ordinate

Intelligent Data - Automatic Traffic Count Output

50.780106 0.26284 21/09/2014 29/09/2014 30mphLink to location on Google Maps

Elton Road

Long Acre Close (W)

Willington Road (E)

N

Checked byChris Longman Project DirectorPrepared by Andy Cook Paul O'Neill

Comments

Table 1 - Two Way Flow Analysis

Hour EndingAverage Car/LGV

- Dir AB (Tue-Thur)

Average Car/LGV - Dir BA (Tue-

Thur)

Average OGV - Dir AB (Tue-

Thur)

Average OGV - Dir BA (Tue-

Thur)

Average Two-Way Flow (Tue-

Thur)01:00 12 7 0 0 20 00:00 531 08:00:00 09:00:0002:00 7 3 0 0 10 01:00 512 14:00:00 15:00:0003:00 3 3 0 0 5 02:00 533 16:00:00 17:00:0004:00 2 5 0 0 7 03:0005:00 8 9 0 0 17 04:0006:00 14 28 0 1 43 05:0007:00 46 87 3 2 139 06:0008:00 160 255 6 7 428 07:0009:00 274 244 7 6 531 08:0010:00 202 246 9 6 462 09:0011:00 213 225 11 5 454 10:0012:00 214 201 8 5 428 11:0013:00 214 183 11 6 414 12:0014:00 217 207 10 7 442 13:0015:00 291 209 6 7 512 14:0016:00 250 207 10 6 473 15:0017:00 295 223 8 6 533 16:0018:00 288 223 5 3 519 17:0019:00 272 220 4 4 499 18:0020:00 246 158 3 3 410 19:0021:00 172 102 2 2 278 20:0022:00 115 80 2 2 199 21:0023:00 78 45 0 0 124 22:0000:00 32 17 1 0 50 23:00

Peak Time From Time To Two-Way Flow

PM Peak 16:00:00 17:00:00 533

Category %HGV - (AB) %HGV - (BA) %HGV - (All)

Table 3 - HGV Proportions (Mon-Sun)

512

All 2.3% 2.2%

Table 4 - Cumulative Speed by Direction (Mon-Sun)

Inter-Peak

Intelligent Data - Automatic Traffic Count Output

Peak Hour Analysis

gta civils LtdEastbourneFlow Reporting

Table 2 - Peak Hour Analysis (Tue-Thur)

AM Peak

Speed Analysis

08:00:00 09:00:00 531

2.1%

14:00:00 15:00:00

0

5

10

15

0

100

200

300

400

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

10:00

11:00

12:00

13:00

14:00

15:00

16:00

17:00

18:00

19:00

20:00

21:00

22:00

23:00

00:00

Fig 2 - Average Flow by Vehicle Type (Tue-Thur)

Average Car/LGV ‐ Dir AB (Tue‐Thur) Average Car/LGV ‐ Dir BA (Tue‐Thur)

Average OGV ‐ Dir AB (Tue‐Thur) Average OGV ‐ Dir BA (Tue‐Thur)

0

100

200

300

400

500

600

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

10:00

11:00

12:00

13:00

14:00

15:00

16:00

17:00

18:00

19:00

20:00

21:00

22:00

23:00

00:00

Fig 1 - Average Two-Way Flow (Tue-Thur)

Average Two‐Way Flow (Tue‐Thur)

0

100

200

300

400

500

600

AM Peak Inter‐Peak PM Peak

Fig 3 - Peak Hour Analysis (Tue-Thur)

Two‐Way Flow

0.0%

0.5%

1.0%

1.5%

2.0%

2.5%

Fig 4 - HGV Proportions (Mon-Sun)

%HGV ‐ (AB) %HGV ‐ (BA) %HGV ‐ (All)

Fig 5 Cumulative Speed Curves by Direction (Mon Sun)


Speed From Speed to Speed Dir AB Speed Dir BA0 5 0.03% 0.39%5 10 0.48% 4.90%10 15 3.76% 22.97%15 20 18.72% 50.70%20 25 64.18% 80.03%25 30 94.59% 95.28%30 35 99.21% 98.93%35 40 99.88% 99.73%40 45 99.99% 99.93%45 50 100.00% 99.99%50 55 100.00% 100.00%55 60 100.00% 100.00%60 65 100.00% 100.00%65 70 100.00% 100.00%70 75 100.00% 100.00%75 80 100.00% 100.00%80 85 100.00% 100.00%85 90 100.00% 100.00%90 95 100.00% 100.00%95 100 100.00% 100.00%

Table 5 - Average and 85%ile Speeds by Direction (Mon-Sun)Direction Ave Speed 85%ile Speed

AB 23.5 28.4BA 19.9 26.6

Week on Week Variation Analysis by Direction

Table 4 - Cumulative Speed by Direction (Mon-Sun)

0.00%

20.00%

40.00%

60.00%

80.00%

100.00%

0 10 20 30 40 50 60 70 80 90 100 110

% of Speed

Speed (Mph)

Fig 5 - Cumulative Speed Curves by Direction (Mon-Sun)

Speed Dir AB Speed Dir BA

0

500

1000

1500

2000

2500

3000

3500

4000

Monday Tuesday Wednesday Thursday Friday Saturday Sunday

Number of Vehicles

Day

Fig 6 - Summary of Total Vehicles by Week - Dir AB

Week 1 ‐ Car & LGV



Week 1 ‐ OGV1

Week 2 ‐ OGV1

Week 3 ‐ OGV1

Week 1 ‐ OGV2

Week 2 ‐ OGV2

Week 3 ‐ OGV2

0

500

1000

1500

2000

2500

3000

3500

4000

Monday Tuesday Wednesday Thursday Friday Saturday Sunday

Number of Vehicles

Day

Fig 7 - Summary of Total Vehicles by Week - Dir BA




Week 1 ‐ OGV1

Week 2 ‐ OGV1

Week 3 ‐ OGV1

Week 1 ‐ OGV2

Week 2 ‐ OGV2

Week 3 ‐ OGV2


Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Long Acre Close (W) to: Willington Road (E) Prepared by: Chris LongmanVehicle Classification: Car & LGV Checked by: Andy Cook

Monday Tuesday Wednesday Thursday Friday Saturday Sunday Monday Tuesday Wednesday Thursday Friday Saturday Sunday Monday Tuesday Wednesday Thursday Friday Saturday Sunday

Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 11 10 11 16 13 46 29 10 * * * * * * 12 12 1802:00 * * * * * * * 6 5 10 5 3 8 25 4 * * * * * * 7 6 803:00 * * * * * * * 1 1 5 2 4 10 8 3 * * * * * * 3 3 404:00 * * * * * * * 4 2 1 3 4 10 11 3 * * * * * * 2 3 505:00 * * * * * * * 7 7 9 8 7 9 9 12 * * * * * * 8 8 906:00 * * * * * * * 16 11 15 15 25 14 11 11 * * * * * * 14 16 1507:00 * * * * * * * 49 48 50 41 49 28 15 46 * * * * * * 46 47 4108:00 * * * * * * * 167 169 163 148 163 69 53 163 * * * * * * 160 162 13709:00 * * * * * * * 295 266 287 268 278 107 66 276 * * * * * * 274 278 23010:00 * * * * * * * 213 214 198 194 173 200 164 213 * * * * * * 202 201 19611:00 * * * * * * * 233 205 220 215 196 238 191 224 * * * * * * 213 216 21512:00 * * * * * * * 221 210 209 222 220 264 254 247 * * * * * * 214 222 23113:00 * * * * * * * 224 203 223 215 258 259 244 245 * * * * * * 214 228 23414:00 * * * * * * 266 232 220 200 232 245 261 255 219 * * * * * * 217 225 23715:00 * * * * * * 236 243 286 309 278 278 256 237 293 * * * * * * 291 281 26816:00 * * * * * * 230 256 248 244 257 264 246 265 278 * * * * * * 250 258 25417:00 * * * * * * 203 258 280 300 306 268 281 232 307 * * * * * * 295 287 27118:00 * * * * * * 130 313 299 275 291 297 265 149 * * * * * * * 288 295 25219:00 * * * * * * 158 316 245 275 295 284 243 152 * * * * * * * 272 283 24620:00 * * * * * * 114 260 237 270 231 264 179 133 * * * * * * * 246 252 21121:00 * * * * * * 84 144 171 165 180 154 137 99 * * * * * * * 172 163 14222:00 * * * * * * 63 105 113 115 116 85 76 63 * * * * * * * 115 107 9223:00 * * * * * * 41 67 79 80 76 90 84 37 * * * * * * * 78 78 6900:00 * * * * * * 11 29 35 27 35 54 43 22 * * * * * * * 32 36 32

0700-1900 0 0 0 0 0 0 1223 2971 2845 2903 2921 2924 2689 2262 2465 0 0 0 0 0 0 2890 2935 27720600-2200 0 0 0 0 0 0 1484 3529 3414 3503 3489 3476 3109 2572 2511 0 0 0 0 0 0 3469 3504 32570600-0000 0 0 0 0 0 0 1536 3625 3528 3610 3600 3620 3236 2631 2511 0 0 0 0 0 0 3579 3618 33580000-0000 0 0 0 0 0 0 1536 3670 3564 3661 3649 3676 3333 2724 2554 0 0 0 0 0 0 3625 3665 34170700-1000 0 0 0 0 0 0 0 675 649 648 610 614 376 283 652 0 0 0 0 0 0 636 641 5631600-1900 0 0 0 0 0 0 491 887 824 850 892 849 789 533 307 0 0 0 0 0 0 855 865 769

Summary Data

Average Weekday (Tue-

Thur)

Average Weekday (Mon-

Fri)Average Day (Mon-Sun)

Copy of ID02071 Eastbourne ATC - Site 3Copy of ID02071 Eastbourne ATC - Site 3

Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Long Acre Close (W) to: Willington Road (E) Prepared by: Chris LongmanVehicle Classification: OGV1 Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 002:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 003:00 * * * * * * * 1 0 0 0 0 0 0 0 * * * * * * 0 0 004:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 005:00 * * * * * * * 0 0 0 0 0 1 0 0 * * * * * * 0 0 006:00 * * * * * * * 1 1 0 0 2 0 0 1 * * * * * * 0 1 107:00 * * * * * * * 3 3 3 2 5 1 0 2 * * * * * * 3 3 208:00 * * * * * * * 5 7 5 5 9 4 1 2 * * * * * * 6 6 509:00 * * * * * * * 9 8 9 5 10 2 0 5 * * * * * * 7 8 610:00 * * * * * * * 9 8 8 10 5 5 2 8 * * * * * * 9 8 711:00 * * * * * * * 11 6 16 11 8 5 1 7 * * * * * * 11 10 812:00 * * * * * * * 3 5 3 15 9 2 2 10 * * * * * * 8 8 613:00 * * * * * * * 7 11 9 10 9 5 3 11 * * * * * * 10 10 814:00 * * * * * * 4 11 11 10 8 8 5 3 5 * * * * * * 10 9 715:00 * * * * * * 1 8 6 7 3 5 2 0 5 * * * * * * 5 6 416:00 * * * * * * 2 7 8 13 10 7 5 1 9 * * * * * * 10 9 717:00 * * * * * * 1 4 7 6 8 2 4 0 4 * * * * * * 7 5 418:00 * * * * * * 1 2 5 4 1 4 1 1 * * * * * * * 3 3 219:00 * * * * * * 2 2 5 3 3 4 1 0 * * * * * * * 4 3 320:00 * * * * * * 3 2 2 2 3 1 2 1 * * * * * * * 2 2 221:00 * * * * * * 2 1 1 2 2 2 3 1 * * * * * * * 2 2 222:00 * * * * * * 1 2 1 3 2 2 1 0 * * * * * * * 2 2 223:00 * * * * * * 0 1 0 0 0 0 1 0 * * * * * * * 0 0 000:00 * * * * * * 0 0 1 0 1 0 0 0 * * * * * * * 1 0 0

0700-1900 0 0 0 0 0 0 11 78 87 93 89 80 41 14 66 0 0 0 0 0 0 90 83 670600-2200 0 0 0 0 0 0 17 86 94 103 98 90 48 16 68 0 0 0 0 0 0 98 92 750600-0000 0 0 0 0 0 0 17 87 95 103 99 90 49 16 68 0 0 0 0 0 0 99 92 750000-0000 0 0 0 0 0 0 17 89 96 103 99 92 50 16 69 0 0 0 0 0 0 99 93 760700-1000 0 0 0 0 0 0 0 23 23 22 20 24 11 3 15 0 0 0 0 0 0 22 21 181600-1900 0 0 0 0 0 0 4 8 17 13 12 10 6 1 4 0 0 0 0 0 0 14 12 9

Summary Data


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Long Acre Close (W) to: Willington Road (E) Prepared by: Chris LongmanVehicle Classification: OGV2 Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 002:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 003:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 004:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 005:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 006:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 007:00 * * * * * * * 1 0 0 1 0 0 0 0 * * * * * * 0 0 008:00 * * * * * * * 0 0 1 0 0 0 0 0 * * * * * * 0 0 009:00 * * * * * * * 1 0 0 0 0 1 0 0 * * * * * * 0 0 010:00 * * * * * * * 0 0 0 0 1 0 0 0 * * * * * * 0 0 011:00 * * * * * * * 0 1 0 0 0 0 0 0 * * * * * * 0 0 012:00 * * * * * * * 0 2 0 0 0 0 0 0 * * * * * * 1 0 013:00 * * * * * * * 0 2 1 1 1 1 0 0 * * * * * * 1 1 114:00 * * * * * * 1 0 1 0 0 0 2 0 0 * * * * * * 0 0 015:00 * * * * * * 0 1 1 0 0 3 0 0 0 * * * * * * 0 1 116:00 * * * * * * 0 0 0 0 0 0 0 0 0 * * * * * * 0 0 017:00 * * * * * * 0 1 3 0 1 0 1 0 1 * * * * * * 1 1 118:00 * * * * * * 1 0 0 3 2 0 0 0 * * * * * * * 2 1 119:00 * * * * * * 0 0 0 0 0 0 1 0 * * * * * * * 0 0 020:00 * * * * * * 0 0 1 0 0 0 1 0 * * * * * * * 0 0 021:00 * * * * * * 0 1 0 0 2 0 0 0 * * * * * * * 1 1 022:00 * * * * * * 0 0 0 0 0 1 0 0 * * * * * * * 0 0 023:00 * * * * * * 0 1 0 0 0 0 0 0 * * * * * * * 0 0 000:00 * * * * * * 0 0 0 0 0 0 0 0 * * * * * * * 0 0 0

0700-1900 0 0 0 0 0 0 2 3 10 5 4 5 6 0 1 0 0 0 0 0 0 6 5 40600-2200 0 0 0 0 0 0 2 5 11 5 7 6 7 0 1 0 0 0 0 0 0 8 6 50600-0000 0 0 0 0 0 0 2 6 11 5 7 6 7 0 1 0 0 0 0 0 0 8 6 50000-0000 0 0 0 0 0 0 2 6 11 5 7 6 7 0 1 0 0 0 0 0 0 8 6 50700-1000 0 0 0 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 1 11600-1900 0 0 0 0 0 0 1 1 3 3 3 0 2 0 1 0 0 0 0 0 0 3 2 2

Summary Data


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Long Acre Close (W) to: Willington Road (E) Prepared by: Chris LongmanVehicle Classification: All Vehicles Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 11 10 11 16 13 46 29 10 * * * * * * 12 12 1802:00 * * * * * * * 6 5 10 5 3 8 25 4 * * * * * * 7 6 803:00 * * * * * * * 2 1 5 2 4 10 8 3 * * * * * * 3 3 404:00 * * * * * * * 4 2 1 3 4 10 11 3 * * * * * * 2 3 505:00 * * * * * * * 7 7 9 8 7 10 9 12 * * * * * * 8 8 906:00 * * * * * * * 17 12 15 15 27 14 11 12 * * * * * * 14 16 1507:00 * * * * * * * 53 51 53 44 54 29 15 48 * * * * * * 49 51 4308:00 * * * * * * * 172 176 169 153 172 73 54 165 * * * * * * 166 168 14209:00 * * * * * * * 305 274 296 273 288 110 66 281 * * * * * * 281 286 23710:00 * * * * * * * 222 222 206 204 179 205 166 221 * * * * * * 211 209 20311:00 * * * * * * * 244 212 236 226 204 243 192 231 * * * * * * 225 226 22412:00 * * * * * * * 224 217 212 237 229 266 256 257 * * * * * * 222 229 23713:00 * * * * * * * 231 216 233 226 268 265 247 256 * * * * * * 225 238 24314:00 * * * * * * 271 243 232 210 240 253 268 258 224 * * * * * * 227 234 24415:00 * * * * * * 237 252 293 316 281 286 258 237 298 * * * * * * 297 288 27316:00 * * * * * * 232 263 256 257 267 271 251 266 287 * * * * * * 260 267 26117:00 * * * * * * 204 263 290 306 315 270 286 232 312 * * * * * * 304 293 27518:00 * * * * * * 132 315 304 282 294 301 266 150 * * * * * * * 293 299 25619:00 * * * * * * 160 318 250 278 298 288 245 152 * * * * * * * 275 286 24920:00 * * * * * * 117 262 240 272 234 265 182 134 * * * * * * * 249 255 21321:00 * * * * * * 86 146 172 167 184 156 140 100 * * * * * * * 174 165 14422:00 * * * * * * 64 107 114 118 118 88 77 63 * * * * * * * 117 109 9423:00 * * * * * * 41 69 79 80 76 90 85 37 * * * * * * * 78 79 7000:00 * * * * * * 11 29 36 27 36 54 43 22 * * * * * * * 33 36 32

0700-1900 0 0 0 0 0 0 1236 3052 2942 3001 3014 3009 2736 2276 2532 0 0 0 0 0 0 2986 3023 28430600-2200 0 0 0 0 0 0 1503 3620 3519 3611 3594 3572 3164 2588 2580 0 0 0 0 0 0 3575 3602 33370600-0000 0 0 0 0 0 0 1555 3718 3634 3718 3706 3716 3292 2647 2580 0 0 0 0 0 0 3686 3717 34390000-0000 0 0 0 0 0 0 1555 3765 3671 3769 3755 3774 3390 2740 2624 0 0 0 0 0 0 3732 3765 34990700-1000 0 0 0 0 0 0 0 699 672 671 630 639 388 286 667 0 0 0 0 0 0 658 663 5821600-1900 0 0 0 0 0 0 496 896 844 866 907 859 797 534 312 0 0 0 0 0 0 872 878 779

07:00-10:00 0 0 0 0 0 0 0 305 274 296 273 288 205 166 281 0 0 0 0 0 0 281 286 23710:00-16:00 0 0 0 0 0 0 271 263 293 316 281 286 268 266 298 0 0 0 0 0 0 297 288 27316:00-19:00 0 0 0 0 0 0 204 318 304 306 315 301 286 232 312 0 0 0 0 0 0 304 299 275

Note: Peak Hour Analysis calculates and then highlights the highest flow within the period listed

Peak Hour Analysis


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Summary Data


Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton Road Prepared by: Chris LongmanFlow from: Long Acre Close (W) to: Willington Road (E) Checked by: Andy Cook

Cycle Motorcycle Car LGV Rigid 2 Axle Rigid 3 Axle Rigid 4 Axle Artic 3 Artic 4 Artic 5+ Bus Other Totals Percentage0 - 5 . . 6 1 . . . . . . . 2 9 0.03% 0.03%5 - 10 15 3 65 25 5 . 1 . . . 3 16 133 0.45% 0.48%10 - 15 21 15 575 291 49 6 . 3 . . 6 11 977 3.28% 3.76%15 - 20 74 49 2702 1338 210 3 2 11 1 . 54 12 4456 14.97% 18.72%20 - 25 11 59 8719 4413 244 11 1 16 . . 57 3 13534 45.45% 64.18%25 - 30 1 79 5570 3305 79 2 . 6 . . 9 4 9055 30.41% 94.59%30 - 35 . 42 750 560 18 2 3 . . . . 1 1376 4.62% 99.21%35 - 40 . 17 101 78 4 . . 1 . . . . 201 0.68% 99.88%40 - 45 . 7 13 11 . . . . . . . . 31 0.10% 99.99%45 - 50 . 1 . 3 . . . . . . . . 4 0.01% 100.00%50 - 55 . . . . . . . . . . . . 0 0.00% 100.00%55 - 60 . . . . . . . . . . . . 0 0.00% 100.00%60 - 65 . . . . . . . . . . . . 0 0.00% 100.00%65 - 70 . . . . . . . . . . . . 0 0.00% 100.00%70 - 75 . . . . . . . . . . . . 0 0.00% 100.00%75 - 80 . . . . . . . . . . . . 0 0.00% 100.00%80 - 85 . . . . . . . . . . . . 0 0.00% 100.00%85 - 90 . . . . . . . . . . . . 0 0.00% 100.00%90 - 95 . . . . . . . . . . . . 0 0.00% 100.00%95 - 100 . . . . . . . . . . . . 0 0.00% 100.00%

Speed to Cum % 85th %ile 6985055 0.03% 0.85 0.0 2977610 0.48% 0.85 0.0 Average Speed 23.515 3.76% 0.85 0.0 85th %ile Speed 28.420 18.72% 0.85 0.025 64.18% 0.85 0.030 94.59% 0.85 28.435 99.21% 0.85 0.040 99.88% 0.85 0.045 99.99% 0.85 0.050 100.00% 0.85 0.0

Cumulative Percentage

Speed From (mph)

Speed To (mph)

40.00%

60.00%

80.00%

100.00%

Percentage

Cumulative Speed Curve - Dir AB


55 100.00% 0.85 0.060 100.00% 0.85 0.065 100.00% 0.85 0.070 100.00% 0.85 0.075 100.00% 0.85 0.080 100.00% 0.85 0.085 100.00% 0.85 0.090 100.00% 0.85 0.095 100.00% 0.85 0.0100 100.00% 0.85 0.0

0.00%

20.00%

40.00%

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

Pe

Speed

Cum % 85th %ile


Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Willington Road (E) to: Long Acre Close (W) Prepared by: Chris LongmanVehicle Classification: Car & LGV Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 6 5 8 9 6 14 23 7 * * * * * * 7 7 1002:00 * * * * * * * 2 5 2 2 4 8 8 2 * * * * * * 3 3 403:00 * * * * * * * 3 1 4 3 5 9 4 3 * * * * * * 3 3 404:00 * * * * * * * 6 4 8 3 5 8 10 6 * * * * * * 5 5 605:00 * * * * * * * 8 10 8 10 8 12 8 9 * * * * * * 9 9 906:00 * * * * * * * 31 29 31 25 24 12 12 29 * * * * * * 28 28 2407:00 * * * * * * * 82 83 87 92 93 42 17 82 * * * * * * 87 87 7208:00 * * * * * * * 261 238 279 248 239 104 43 255 * * * * * * 255 253 20809:00 * * * * * * * 251 237 247 248 226 158 93 246 * * * * * * 244 243 21310:00 * * * * * * * 230 235 241 261 244 224 184 227 * * * * * * 246 240 23111:00 * * * * * * * 205 238 203 234 247 250 258 220 * * * * * * 225 225 23212:00 * * * * * * * 212 206 188 210 206 241 260 212 * * * * * * 201 206 21713:00 * * * * * * * 184 165 215 168 204 216 244 212 * * * * * * 183 191 20114:00 * * * * * * 199 226 227 199 195 211 240 224 220 * * * * * * 207 213 21615:00 * * * * * * 204 226 221 202 204 230 246 195 194 * * * * * * 209 213 21416:00 * * * * * * 150 219 222 215 183 236 226 201 217 * * * * * * 207 215 20817:00 * * * * * * 125 212 211 220 238 216 187 133 223 * * * * * * 223 220 19618:00 * * * * * * 116 196 198 251 219 274 178 130 * * * * * * * 223 228 19519:00 * * * * * * 128 211 208 215 236 204 158 132 * * * * * * * 220 215 18720:00 * * * * * * 92 159 144 161 170 159 133 105 * * * * * * * 158 159 14021:00 * * * * * * 68 108 108 92 106 103 76 101 * * * * * * * 102 103 9522:00 * * * * * * 38 70 74 81 84 82 59 51 * * * * * * * 80 78 6723:00 * * * * * * 25 25 39 42 55 57 47 21 * * * * * * * 45 44 3900:00 * * * * * * 7 12 23 13 15 29 32 8 * * * * * * * 17 18 17

0700-1900 0 0 0 0 0 0 922 2633 2606 2675 2644 2737 2428 2097 2226 0 0 0 0 0 0 2642 2661 25170600-2200 0 0 0 0 0 0 1120 3052 3015 3096 3096 3174 2738 2371 2308 0 0 0 0 0 0 3069 3087 28920600-0000 0 0 0 0 0 0 1152 3089 3077 3151 3166 3260 2817 2400 2308 0 0 0 0 0 0 3131 3149 29480000-0000 0 0 0 0 0 0 1152 3145 3131 3212 3218 3312 2880 2465 2364 0 0 0 0 0 0 3187 3204 30060700-1000 0 0 0 0 0 0 0 742 710 767 757 709 486 320 728 0 0 0 0 0 0 745 736 6521600-1900 0 0 0 0 0 0 369 619 617 686 693 694 523 395 223 0 0 0 0 0 0 665 662 578

Summary Data


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Willington Road (E) to: Long Acre Close (W) Prepared by: Chris LongmanVehicle Classification: OGV1 Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 002:00 * * * * * * * 0 1 0 0 0 0 0 0 * * * * * * 0 0 003:00 * * * * * * * 0 0 0 0 0 1 1 0 * * * * * * 0 0 004:00 * * * * * * * 1 0 0 1 0 0 0 0 * * * * * * 0 0 005:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 006:00 * * * * * * * 0 1 0 1 0 1 0 0 * * * * * * 1 0 007:00 * * * * * * * 4 1 2 4 3 1 0 1 * * * * * * 2 3 208:00 * * * * * * * 6 6 6 4 7 2 1 6 * * * * * * 5 6 509:00 * * * * * * * 6 5 5 5 5 3 1 5 * * * * * * 5 5 410:00 * * * * * * * 5 5 9 3 6 4 2 5 * * * * * * 6 6 511:00 * * * * * * * 7 5 2 7 2 2 0 3 * * * * * * 5 4 412:00 * * * * * * * 10 7 2 5 4 1 1 5 * * * * * * 5 6 413:00 * * * * * * * 5 6 6 5 4 4 1 4 * * * * * * 6 5 414:00 * * * * * * 2 7 9 6 6 7 4 3 10 * * * * * * 7 8 615:00 * * * * * * 2 5 4 6 7 6 2 2 3 * * * * * * 6 5 416:00 * * * * * * 1 5 5 4 9 2 6 0 9 * * * * * * 6 6 517:00 * * * * * * 1 8 8 6 3 2 0 1 9 * * * * * * 6 6 418:00 * * * * * * 0 7 4 3 3 3 1 2 * * * * * * * 3 4 319:00 * * * * * * 2 2 3 3 5 1 3 0 * * * * * * * 4 3 220:00 * * * * * * 4 2 2 2 4 2 1 1 * * * * * * * 3 2 221:00 * * * * * * 0 1 3 0 2 1 0 0 * * * * * * * 2 1 122:00 * * * * * * 1 2 1 3 2 3 2 1 * * * * * * * 2 2 223:00 * * * * * * 0 0 0 0 0 0 1 0 * * * * * * * 0 0 000:00 * * * * * * 1 0 0 0 0 2 0 0 * * * * * * * 0 0 0

0700-1900 0 0 0 0 0 0 8 73 67 58 62 49 32 14 59 0 0 0 0 0 0 62 62 500600-2200 0 0 0 0 0 0 13 82 74 65 74 58 36 16 60 0 0 0 0 0 0 71 71 570600-0000 0 0 0 0 0 0 14 82 74 65 74 60 37 16 60 0 0 0 0 0 0 71 71 580000-0000 0 0 0 0 0 0 14 83 76 65 76 60 39 17 60 0 0 0 0 0 0 72 72 590700-1000 0 0 0 0 0 0 0 17 16 20 12 18 9 4 16 0 0 0 0 0 0 16 17 141600-1900 0 0 0 0 0 0 3 17 15 12 11 6 4 3 9 0 0 0 0 0 0 13 13 9

Summary Data


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Willington Road (E) to: Long Acre Close (W) Prepared by: Chris LongmanVehicle Classification: OGV2 Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 002:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 003:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 004:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 005:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 006:00 * * * * * * * 0 0 0 0 0 0 0 0 * * * * * * 0 0 007:00 * * * * * * * 0 0 0 0 0 0 0 1 * * * * * * 0 0 008:00 * * * * * * * 1 2 1 1 2 0 0 1 * * * * * * 1 1 109:00 * * * * * * * 1 1 0 2 1 0 0 1 * * * * * * 1 1 110:00 * * * * * * * 1 1 0 0 1 0 0 0 * * * * * * 0 1 011:00 * * * * * * * 0 0 0 0 1 1 0 0 * * * * * * 0 0 012:00 * * * * * * * 0 0 0 0 2 0 0 0 * * * * * * 0 0 013:00 * * * * * * * 0 0 0 1 0 0 0 0 * * * * * * 0 0 014:00 * * * * * * 1 0 0 1 0 0 0 2 1 * * * * * * 0 0 115:00 * * * * * * 1 1 1 0 2 1 0 1 1 * * * * * * 1 1 116:00 * * * * * * 0 1 1 0 0 1 1 0 0 * * * * * * 0 1 017:00 * * * * * * 0 0 0 2 0 1 1 0 0 * * * * * * 1 1 018:00 * * * * * * 0 1 0 0 0 0 0 0 * * * * * * * 0 0 019:00 * * * * * * 0 1 0 0 1 1 1 0 * * * * * * * 0 1 120:00 * * * * * * 1 1 0 0 0 0 1 0 * * * * * * * 0 0 021:00 * * * * * * 0 0 0 0 0 0 0 0 * * * * * * * 0 0 022:00 * * * * * * 0 0 0 1 0 0 0 0 * * * * * * * 0 0 023:00 * * * * * * 0 0 0 0 1 0 0 0 * * * * * * * 0 0 000:00 * * * * * * 0 0 0 0 0 0 0 0 * * * * * * * 0 0 0

0700-1900 0 0 0 0 0 0 2 7 6 4 7 11 4 3 4 0 0 0 0 0 0 6 7 60600-2200 0 0 0 0 0 0 3 8 6 5 7 11 5 3 5 0 0 0 0 0 0 6 7 60600-0000 0 0 0 0 0 0 3 8 6 5 8 11 5 3 5 0 0 0 0 0 0 6 7 60000-0000 0 0 0 0 0 0 3 8 6 5 8 11 5 3 5 0 0 0 0 0 0 6 7 60700-1000 0 0 0 0 0 0 0 3 4 1 3 4 0 0 2 0 0 0 0 0 0 3 3 21600-1900 0 0 0 0 0 0 0 2 0 2 1 2 2 0 0 0 0 0 0 0 0 1 1 1

Summary Data


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton RoadFlow from: Willington Road (E) to: Long Acre Close (W) Prepared by: Chris LongmanVehicle Classification: All Vehicles Checked by: Andy Cook


Hour Ending 15/09/2014 16/09/2014 17/09/2014 18/09/2014 19/09/2014 20/09/2014 21/09/2014 22/09/2014 23/09/2014 24/09/2014 25/09/2014 26/09/2014 27/09/2014 28/09/2014 29/09/2014 30/09/2014 01/10/2014 02/10/2014 03/10/2014 04/10/2014 05/10/201401:00 * * * * * * * 6 5 8 9 6 14 23 7 * * * * * * 7 7 1002:00 * * * * * * * 2 6 2 2 4 8 8 2 * * * * * * 3 3 403:00 * * * * * * * 3 1 4 3 5 10 5 3 * * * * * * 3 3 404:00 * * * * * * * 7 4 8 4 5 8 10 6 * * * * * * 5 6 705:00 * * * * * * * 8 10 8 10 8 12 8 9 * * * * * * 9 9 906:00 * * * * * * * 31 30 31 26 24 13 12 29 * * * * * * 29 29 2507:00 * * * * * * * 86 84 89 96 96 43 17 84 * * * * * * 90 89 7408:00 * * * * * * * 268 246 286 253 248 106 44 262 * * * * * * 262 261 21409:00 * * * * * * * 258 243 252 255 232 161 94 252 * * * * * * 250 249 21810:00 * * * * * * * 236 241 250 264 251 228 186 232 * * * * * * 252 246 23611:00 * * * * * * * 212 243 205 241 250 253 258 223 * * * * * * 230 229 23612:00 * * * * * * * 222 213 190 215 212 242 261 217 * * * * * * 206 212 22213:00 * * * * * * * 189 171 221 174 208 220 245 216 * * * * * * 189 197 20614:00 * * * * * * 202 233 236 206 201 218 244 229 231 * * * * * * 214 221 22215:00 * * * * * * 207 232 226 208 213 237 248 198 198 * * * * * * 216 219 21916:00 * * * * * * 151 225 228 219 192 239 233 201 226 * * * * * * 213 222 21317:00 * * * * * * 126 220 219 228 241 219 188 134 232 * * * * * * 229 227 20118:00 * * * * * * 116 204 202 254 222 277 179 132 * * * * * * * 226 232 19819:00 * * * * * * 130 214 211 218 242 206 162 132 * * * * * * * 224 218 18920:00 * * * * * * 97 162 146 163 174 161 135 106 * * * * * * * 161 161 14321:00 * * * * * * 68 109 111 92 108 104 76 101 * * * * * * * 104 105 9622:00 * * * * * * 39 72 75 85 86 85 61 52 * * * * * * * 82 81 6923:00 * * * * * * 25 25 39 42 56 57 48 21 * * * * * * * 46 44 3900:00 * * * * * * 8 12 23 13 15 31 32 8 * * * * * * * 17 19 18

0700-1900 0 0 0 0 0 0 932 2713 2679 2737 2713 2797 2464 2114 2289 0 0 0 0 0 0 2710 2730 25730600-2200 0 0 0 0 0 0 1136 3142 3095 3166 3177 3243 2779 2390 2373 0 0 0 0 0 0 3146 3165 29560600-0000 0 0 0 0 0 0 1169 3179 3157 3221 3248 3331 2859 2419 2373 0 0 0 0 0 0 3209 3228 30130000-0000 0 0 0 0 0 0 1169 3236 3213 3282 3302 3383 2924 2485 2429 0 0 0 0 0 0 3266 3284 30710700-1000 0 0 0 0 0 0 0 762 730 788 772 731 495 324 746 0 0 0 0 0 0 763 755 6691600-1900 0 0 0 0 0 0 372 638 632 700 705 702 529 398 232 0 0 0 0 0 0 679 677 588

07:00-10:00 0 0 0 0 0 0 0 268 246 286 264 251 228 186 262 0 0 0 0 0 0 262 261 23610:00-16:00 0 0 0 0 0 0 207 233 243 221 241 250 253 261 231 0 0 0 0 0 0 230 229 23616:00-19:00 0 0 0 0 0 0 130 220 219 254 242 277 188 134 232 0 0 0 0 0 0 229 232 201

Note: Peak Hour Analysis calculates and then highlights the highest flow within the period listed



Summary Data

Peak Hour Analysis


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Intelligent Data - Automatic Traffic Count OutputPeriod Commencing: 15/09/2014Road Name: Elton Road Prepared by: Chris LongmanFlow from: Willington Road (E) to: Long Acre Close (W) Checked by: Andy Cook

Cycle Motorcycle Car LGV Rigid 2 Axle Rigid 3 Axle Rigid 4 Axle Artic 3 Artic 4 Artic 5+ Bus Other Totals Percentage0 - 5 5 9 49 30 4 . . . . . 2 3 102 0.39% 0.39%5 - 10 38 16 708 374 15 4 . 9 . . 4 27 1195 4.52% 4.90%10 - 15 32 45 2867 1639 78 7 3 4 . 1 28 77 4781 18.07% 22.97%15 - 20 4 25 4092 2827 128 6 5 10 2 2 152 84 7337 27.73% 50.70%20 - 25 . 52 4078 3362 159 3 1 9 2 . 78 15 7759 29.33% 80.03%25 - 30 . 43 2010 1895 71 . . 5 . . 5 4 4033 15.24% 95.28%30 - 35 . 8 441 495 21 . 1 . . . 2 . 968 3.66% 98.93%35 - 40 . 12 98 100 1 . . . . . . . 211 0.80% 99.73%40 - 45 . 3 23 26 . . . . . . . . 52 0.20% 99.93%45 - 50 . 2 7 7 . . . . . . . . 16 0.06% 99.99%50 - 55 . . 2 . . . . . . . . . 2 0.01% 100.00%55 - 60 . . . 1 . . . . . . . . 1 0.00% 100.00%60 - 65 . . . . . . . . . . . . 0 0.00% 100.00%65 - 70 . . . . . . . . . . . . 0 0.00% 100.00%70 - 75 . . . . . . . . . . . . 0 0.00% 100.00%75 - 80 . . . . . . . . . . . . 0 0.00% 100.00%80 - 85 . . . . . . . . . . . . 0 0.00% 100.00%85 - 90 . . . . . . . . . . . . 0 0.00% 100.00%90 - 95 . . . . . . . . . . . . 0 0.00% 100.00%95 - 100 . . . . . . . . . . . . 0 0.00% 100.00%

Speed to Cum % 85th %ile 5253685 0.39% 0.85 0.0 2645710 4.90% 0.85 0.0 Average Speed 19.915 22.97% 0.85 0.0 85th %ile Speed 26.620 50.70% 0.85 0.025 80.03% 0.85 0.030 95.28% 0.85 26.635 98.93% 0.85 0.040 99.73% 0.85 0.045 99.93% 0.85 0.050 99.99% 0.85 0.0

Cumulative Percentage

Speed From (mph)

Speed To (mph)

40.00%

60.00%

80.00%

100.00%

Percentage

Cumulative Speed Curve - Dir BA


55 100.00% 0.85 0.060 100.00% 0.85 0.065 100.00% 0.85 0.070 100.00% 0.85 0.075 100.00% 0.85 0.080 100.00% 0.85 0.085 100.00% 0.85 0.090 100.00% 0.85 0.095 100.00% 0.85 0.0100 100.00% 0.85 0.0

0.00%

20.00%

40.00%

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

Pe

Speed

Cum % 85th %ile


Date post:	05-Dec-2021
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