c13742.001 technical note - nuneaton and...

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Technical Note St. Baldred’s Hall 239 Ashely Road Hale Cheshire Wa15 9NE Tel: 0161 233 0746 E-mail: [email protected] www.hydrock.com Page: 1 of 5 Project: Land at Hill Farm, Plough Hill Road, Nuneaton, Warwickshire Job no: C13742 Client: Gladman Developments Ltd. Subject: Highways Response Prepared by: Toan Chau Approved by: Toan Chau Revision: FINAL Date: 16 th September 2014 Introduction 1.1.1 This technical note has been prepared to address comments raised by Warwickshire County Council [WCC] on the proposed residential development for 262 dwellings, public open space, a convenience store and school car park. Appendix A provides WCC’s comments. 1. Speed Surveys 1.1.2 Appendix B provides the speed survey data for Plough Hill Road adjacent the proposed site access. The visibility-splays have been calculated from the following Sight Stopping Distance: SSD = vt + v² /2d v = Speed (m/s) t = driver perception-reaction time (seconds) d = deceleration (m/s²) Table 1 Northbound Visibility Splay Light Vehicles MPH KPH 1.5s & 0.45g 41.7 67 69.7m Table 2 Southbound Visibility Splay Light Vehicles MPH KPH 1.5s & 0.45g 41.9 67 70.2m

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Technical Note

St. Baldred’s Hall

239 Ashely Road

Hale

Cheshire

Wa15 9NE

Tel: 0161 233 0746

E-mail: [email protected]

www.hydrock.com

Page: 1 of 5

Project: Land at Hill Farm, Plough Hill Road,

Nuneaton, Warwickshire

Job no: C13742

Client: Gladman Developments Ltd.

Subject: Highways Response

Prepared by: Toan Chau

Approved by: Toan Chau

Revision: FINAL Date: 16th September 2014

Introduction

1.1.1 This technical note has been prepared to address comments raised by Warwickshire County

Council [WCC] on the proposed residential development for 262 dwellings, public open space,

a convenience store and school car park. Appendix A provides WCC’s comments.

1. Speed Surveys

1.1.2 Appendix B provides the speed survey data for Plough Hill Road adjacent the proposed site

access. The visibility-splays have been calculated from the following Sight Stopping Distance:

SSD = vt + v² /2d

v = Speed (m/s) t = driver perception-reaction time

(seconds)

d = deceleration (m/s²)

Table 1 Northbound Visibility Splay

Light Vehicles

MPH KPH 1.5s & 0.45g

41.7 67 69.7m

Table 2 Southbound Visibility Splay

Light Vehicles

MPH KPH 1.5s & 0.45g

41.9 67 70.2m

Gladmans

Plough Hill Road, Nuneaton

C13742.001 Technical Note

Page: 2 of 5

1.1.3 It can be deduced that the visibility splays of 2.4m x 70m are appropriate. Notwithstanding

this, the site access can achieve visibility “y” distance of over 120m which is well in excess of

what is required. Appendix C provides the updated site access proposals with both 2.4m x

70m and 2.4m x 120m visibility splays.

2. Plough Hill Road / Coleshill Road Junction

1.1.4 As agreed with the highway officer, we have updated the PICADY assessment for the Plough

Hill Road / Coleshill Road Junction using direct traffic flow input. Appendix D provides the

updated PICADY assessment.

1.1.5 Table 4 and 5 summarises the PICADY assessment.

1.1.6 As can be seen, the junction would operate within capacity for all scenarios with only minor

increases in queues.

Gladmans

Plough Hill Road, Nuneaton

C13742.001 Technical Note

Page: 3 of 5

3. Safe Crossing Point

1.1.7 It is agreed that a pedestrian crossing point can be provided to facilitate safe movements to

and from the school. The updated access drawing in Appendix C annotates the location of the

crossing point, although this would be subject to detailed design.

4. Additional Junction Assessments

1.1.8 As part of the initial scoping exercise with Dave Neale (WCC) it was agreed that the wider

highway network was to be assessed using WCC’s own PARAMICS model. This PARAMICS

modelling was carried out by WCC’s consultants ARUP so that it can be readily validated.

1.1.9 ARUP confirmed that the School Hill/Coleshill Road East/Coleshill Road West and Victoria

Road/Camp Hill Road/Bucks Hill Road/Coles Hill Road junctions would operate

satisfactorily even with the proposed development in place. As such, it is clear that the

proposed development would not have a material impact at these junctions.

1.1.10 For completeness and at the request of WCC, additional PICADY assessments have been

carried out for each junction, using the extracted traffic flows from the PARAMICS model as

contained in Appendix E. Please note that on some links, the PARAMICS model redistributes

traffic in order to optimise the network performance. As such, there are links for the

development case where traffic flows are lower than the reference case as traffic is

redistributed on the highway network.

1.1.11 Tables 6 and 7 summarises the 2023 PICADY assessments for the School Hill/Coleshill Road

East/Coleshill Road West and Victoria Road/Camp Hill Road/Bucks Hill Road/Coles Hill

Road junctions respectively.

Gladmans

Plough Hill Road, Nuneaton

C13742.001 Technical Note

Page: 4 of 5

1.1.12 As can be seen the proposed development would not have a material impact on the operations

of the observed junctions.

Bus Enhancement

1.1.13 We are currently in discussions with Nick Small (Stagecoach) in regards to potentially

enhancing the existing bus services accessible by the site. We will provide and once agreement

has been reached.

Access Radii

1.1.14 The access radii have been amended to 8m as requested by WCC.

Conclusion

1.1.15 It is concluded that the development proposals are acceptable in highways and transportation

terms. There are no highways or transportation related reasons upon which a refusal of the

planning application for the proposals would be justified.

www.hydrock.com

Appendices

Appendix A – WCC Comments

Your ref: 032824

My ref: NBB/032824

Your letter received: 11 Jul 2014

Mr Ian Powell Assistant Director, Planning & Public Protection NUNEATON & BEDWORTH BOROUGH COUNCIL Town Hall Coton Road, Nuneaton CV11 5AA

FAO : Chris Kingham

Communities

PO Box 43

Shire Hall

Warwick

CV34 4SX

DX 723360 WARWICK 5

Tel: (01926) 412386

Fax: (01926) 412641

[email protected]

www.warwickshire.gov.uk

04 September 2014 Dear Mr Powell

PROPOSAL: Residential development of up to 262 dwellings and associated

public open space and landscaping, up to 186 square metres of

convenience retail floor space (A1 use) and school car park (all

existing buildings to be demolished) (outline to include access

with appearance, landscaping, layout and scale reserved).

LOCATION: Land at Hill Farm, Plough Hill Road, Nuneaton, Warwickshire

APPLICANT: Gladman Developments Ltd The Highway Authority has considered the submitted plans and Transport Assessment and is satisfied that the methodology used to consider the impact of the proposed development and associated outputs are acceptable. Notwithstanding, the Highway Authority consider that the submission to date does not provide sufficient confidence that the proposed development will not have a detrimental impact to public highway safety or the operation of the local and wider highway network. The Highway Authority's response to your consultation in regard to the above

application which was received by the Council on 11/07/2014, is one of OBJECTION for the following reasons: 1. The applicant has failed to submit any speed survey data to clarify the actual 85%ile speeds of vehicles approaching the proposed new junctions. The results of the speed survey data will provide information on the compliance with the existing posted speed limit and allow the Highway Authority to determine whether the level of visibility proposed (2.4m x 70m) is acceptable or whether increase forward visibility splays and visibility splays from the junction need to be provided to account for the actual speed of

vehicles. The result of the survey may also inform whether there would be any obligations requested for additional traffic calming measures. The speed survey will also assist in determining whether there is a requirement for a right turn lane at the proposed point of access. 2. The submitted Transport Assessment highlights that the junction of Plough Hill Road/ Coleshill Road operates over capacity when considering both the 2014 AM 2014 base + development and the AM 2023 base + development. Compared to the future base scenario this would see an increase in queue length from 2 to 6 in 2014 and from 4 to 15 in 2023. Visibility at the junction of Plough Hill Road/ Coleshill Road is below standard and historically there have been a number of accidents at this junction. The Highway Authority consider that the increase in queuing coupled with the below standard visibility may lead to an increase in drivers taking risks when exiting the junction. This could be detrimental to public highway safety. The Highway Authority consider that the developer must provide additional measure to mitigate the impact of the proposed development at this junction during the AM peak. 3. In addition to the new access to serve the housing development the proposal is also proposing an additional emergency access/ school drop off/pick up area. The Highway Authority consider that both the housing development and the drop off/ pick up area will generate new and additional pedestrians movements from the site to the school on the north side of Plough Hill Lane. Policy RS12 & W2 of Warwickshire Local Transport Plan 2011 – 2026 outline commitments to ensure that safer routes to school are provided. The Highway Authority consider that the applicant must provide a safe crossing point to order to facilitate safe movements to and from the school for pedestrian movements generated by the proposed development. 4. The submitted Transport Assessment identifies that the proposed development will have a notable impact on queuing at the School Hill/Coleshill Road East/ Coleshill Road West & Victoria Road/Camp Hill Road/Bucks Hill Road/ Coles Hill Road junctions. In order to fully consider the impact at these junctions the Highway Authority requests that PICADY assessments are undertaken at these junctions with the results submitted to the Highway Authority for further consideration. Notes for applicant/ Nuneaton and Bedworth Borough Council 1. The Highway Authority consider that improvements to the existing bus provision should be provided to ensure that the use of public transport to access local services and shopping areas is viable. Accordingly, it is considered that an additional service is provided between Nuneaton and the development operating between 0700 & 1900 Monday to Saturday. The overall cost of funding this service for 5 years would be £450,000.

2. Minimum radii of 8m must be applied at the access to the site (rather than the 7.5m radii shown on the submitted layout plan). Yours sincerely Peter Garrison BSc (Hons) EngTech MIHE Development Group CC – Cllr P Johnson, NUNEATON GALLEY COMMON, for information only

Appendix B – Speed Survey data

Automatic Classified Counts, Nuneaton

DATE: 19/11/2013 TO 25/11/2013

LOCATION: PLOUGH HILL ROAD

Direction : NORTHBOUND

Tuesday Wednesday Thursday Friday Saturday Sunday Monday

19/11/2013 20/11/2013 21/11/2013 22/11/2013 23/11/2013 24/11/2013 25/11/2013

0:00 - 1:00 40.8 37.7 45.0 42.2 40.9 40.7 -

1:00 - 2:00 42.7 - 44.0 43.8 43.4 44.6 39.4

2:00 - 3:00 36.0 - 44.0 - 44.5 37.9 -

3:00 - 4:00 49.0 - 50.7 - - 42.3 -

4:00 - 5:00 42.4 41.9 - - 42.0 32.7 42.2

5:00 - 6:00 40.3 39.0 38.3 41.2 37.5 - 40.1

6:00 - 7:00 38.9 40.1 40.2 39.1 36.3 39.3 40.3

7:00 - 8:00 36.8 36.1 35.4 35.8 37.8 37.4 35.8

8:00 - 9:00 33.7 31.2 30.6 31.7 35.6 35.3 30.6

9:00 - 10:00 33.4 33.9 35.1 35.1 36.2 35.5 34.5

10:00 - 11:00 35.7 36.2 35.1 35.7 37.0 37.4 35.7

11:00 - 12:00 35.1 35.9 35.2 35.1 36.0 36.5 34.7

12:00 - 13:00 36.1 35.2 35.1 35.4 36.5 37.1 35.3

13:00 - 14:00 36.4 35.4 36.0 35.4 36.7 36.5 35.3

14:00 - 15:00 34.1 31.3 33.7 32.9 35.1 35.6 32.2

15:00 - 16:00 30.0 30.0 30.6 29.6 33.5 33.9 29.9

16:00 - 17:00 36.2 34.5 35.0 35.5 36.0 36.0 34.3

17:00 - 18:00 35.9 35.2 35.7 35.2 35.9 35.9 35.7

18:00 - 19:00 36.9 36.3 36.4 36.9 37.2 38.6 36.8

19:00 - 20:00 37.5 36.8 37.7 36.2 38.0 38.5 38.2

20:00 - 21:00 38.0 38.2 38.4 37.4 38.4 38.5 37.8

21:00 - 22:00 37.6 39.3 39.2 38.4 37.9 39.4 39.1

22:00 - 23:00 39.0 36.7 38.4 37.9 39.4 41.4 40.1

23:00 - 0:00 40.3 43.7 42.0 39.8 40.2 39.6 40.0

35.4 36.0 35.1 35.4 36.5 36.9 35.2

31.7 30.6 31.9 31.1 34.3 34.8 31.0

35.5 34.5 35.0 34.9 36.4 36.7 34.7

Tuesday Wednesday Thursday Friday Saturday Sunday Monday

19/11/2013 20/11/2013 21/11/2013 22/11/2013 23/11/2013 24/11/2013 25/11/2013

0:00 - 1:00 49.1 38.8 45.0 47.8 48.2 47.7 -

1:00 - 2:00 49.5 - 54.6 53.1 52.0 53.7 51.1

2:00 - 3:00 48.7 - 55.5 - 53.6 45.7 -

3:00 - 4:00 51.6 - 56.9 - - 52.8 -

4:00 - 5:00 46.9 51.3 - - 42.0 34.2 47.6

5:00 - 6:00 46.5 48.1 43.7 45.8 42.6 - 49.2

6:00 - 7:00 45.0 47.0 47.0 46.3 42.0 44.8 46.8

7:00 - 8:00 42.2 42.6 41.9 41.8 43.0 41.9 42.7

8:00 - 9:00 39.6 39.1 38.3 39.0 41.3 40.6 38.0

9:00 - 10:00 39.9 40.4 41.1 41.5 42.1 40.8 40.8

10:00 - 11:00 41.6 41.6 41.6 41.0 42.1 43.2 40.2

11:00 - 12:00 40.3 40.8 40.0 39.9 40.6 41.8 40.2

12:00 - 13:00 41.2 39.2 39.5 40.5 41.4 41.6 40.5

13:00 - 14:00 42.0 42.0 41.2 39.6 41.5 41.3 41.1

14:00 - 15:00 40.6 38.8 39.9 38.8 40.3 41.3 38.7

15:00 - 16:00 38.3 38.6 38.4 38.1 41.0 41.9 38.5

16:00 - 17:00 40.8 39.3 39.4 39.9 41.0 40.2 39.8

17:00 - 18:00 40.9 39.5 40.0 39.4 40.8 40.3 40.4

18:00 - 19:00 41.8 40.9 41.1 41.6 42.8 44.8 41.8

19:00 - 20:00 42.6 42.4 42.5 41.6 43.3 45.0 43.7

20:00 - 21:00 43.2 44.8 44.0 42.8 44.1 44.6 43.3

21:00 - 22:00 43.3 45.8 45.3 43.8 44.3 45.5 45.8

22:00 - 23:00 45.4 40.1 45.4 43.5 45.7 49.0 47.8

23:00 - 0:00 46.6 53.9 48.1 45.3 47.1 43.3 43.0

40.9 41.2 40.8 40.4 41.3 42.4 40.2

41.0 39.8 40.0 40.3 40.8 41.5 39.1

41.8 41.4 41.5 41.2 42.1 42.6 41.4

35.3

41.7

7 DAY AVERAGE SPEED

10-12

14-16

0-24

TIME PERIOD

85TH PERCENTILE

TIME PERIOD

AVERAGE SPEEDS

7 DAY AVERAGE 85th PERCENTILE

10-12

14-16

0-24

Automatic Classified Counts, Nuneaton

DATE: 19/11/2013 TO 25/11/2013

LOCATION: PLOUGH HILL ROAD

Direction : SOUTHBOUND

Tuesday Wednesday Thursday Friday Saturday Sunday Monday

19/11/2013 20/11/2013 21/11/2013 22/11/2013 23/11/2013 24/11/2013 25/11/2013

0:00 - 1:00 37.0 38.3 38.7 42.4 39.9 42.9 -

1:00 - 2:00 44.8 - 39.0 44.0 45.4 41.4 40.3

2:00 - 3:00 44.6 39.0 44.5 34.4 46.1 41.0 -

3:00 - 4:00 39.3 39.2 - - 39.8 44.0 -

4:00 - 5:00 44.6 38.0 38.5 - 34.0 - 37.9

5:00 - 6:00 41.5 41.3 37.0 40.2 37.9 41.0 39.9

6:00 - 7:00 37.3 39.9 38.5 40.2 36.7 40.4 37.9

7:00 - 8:00 37.3 37.1 36.9 36.9 37.5 39.3 36.6

8:00 - 9:00 32.1 31.8 31.9 31.2 34.0 33.5 31.8

9:00 - 10:00 35.8 34.6 35.4 35.2 36.2 35.4 35.3

10:00 - 11:00 36.9 36.6 35.7 36.1 36.7 37.0 36.7

11:00 - 12:00 35.4 36.2 35.6 35.7 36.0 36.7 35.8

12:00 - 13:00 36.4 36.1 35.5 35.7 36.6 36.3 35.8

13:00 - 14:00 35.0 35.4 35.6 35.2 36.0 36.7 35.4

14:00 - 15:00 30.9 31.6 32.5 32.3 34.4 34.5 31.4

15:00 - 16:00 33.0 31.4 31.2 30.8 34.9 35.0 31.1

16:00 - 17:00 36.0 34.7 34.9 34.1 35.9 36.2 34.2

17:00 - 18:00 36.0 34.4 35.4 34.7 36.0 35.4 35.9

18:00 - 19:00 35.9 36.3 36.0 35.5 36.9 36.3 35.5

19:00 - 20:00 36.8 36.1 37.4 36.7 37.5 36.5 36.8

20:00 - 21:00 37.9 38.3 37.9 38.0 38.8 39.8 38.1

21:00 - 22:00 38.2 38.2 37.7 38.8 38.1 37.5 37.2

22:00 - 23:00 38.5 37.4 39.0 38.3 37.7 39.7 38.9

23:00 - 0:00 38.0 36.1 39.5 39.0 39.3 37.6 39.0

36.1 36.4 35.6 35.9 36.4 36.9 36.2

32.2 31.5 31.7 31.4 34.7 34.8 31.2

35.4 35.0 35.1 34.9 36.3 36.5 35.0

Tuesday Wednesday Thursday Friday Saturday Sunday Monday

19/11/2013 20/11/2013 21/11/2013 22/11/2013 23/11/2013 24/11/2013 25/11/2013

0:00 - 1:00 43.7 42.1 40.8 46.7 47.3 49.7 -

1:00 - 2:00 52.8 - 39.0 51.9 54.6 48.0 47.6

2:00 - 3:00 50.1 42.7 51.4 48.7 53.7 45.1 -

3:00 - 4:00 44.6 42.5 - - 48.7 44.0 -

4:00 - 5:00 54.0 46.1 43.7 - 34.0 - 42.0

5:00 - 6:00 49.3 48.5 43.8 48.9 43.3 41.0 43.0

6:00 - 7:00 44.0 46.3 46.5 46.8 41.9 43.7 43.2

7:00 - 8:00 42.9 42.2 41.6 42.8 42.6 45.0 41.3

8:00 - 9:00 40.1 39.8 38.9 39.6 41.1 39.6 39.1

9:00 - 10:00 42.2 41.9 39.8 40.0 41.2 45.0 40.5

10:00 - 11:00 43.6 42.3 39.7 41.0 41.5 42.7 42.2

11:00 - 12:00 41.2 41.3 41.7 39.3 40.8 41.9 41.1

12:00 - 13:00 42.7 40.8 39.7 40.3 41.3 40.7 41.5

13:00 - 14:00 41.3 41.0 40.8 39.3 40.9 42.1 40.5

14:00 - 15:00 40.5 40.0 40.8 40.8 42.3 42.9 39.8

15:00 - 16:00 40.2 39.0 39.0 38.9 41.9 42.1 38.9

16:00 - 17:00 41.4 39.6 40.0 38.6 41.4 41.3 39.7

17:00 - 18:00 41.4 39.5 40.0 39.3 41.8 39.5 40.6

18:00 - 19:00 42.1 41.3 41.8 40.0 43.3 40.5 41.4

19:00 - 20:00 42.0 41.2 43.2 40.8 43.0 41.1 41.9

20:00 - 21:00 44.6 44.7 43.8 44.5 46.1 46.4 44.1

21:00 - 22:00 45.1 44.4 43.5 45.9 46.0 42.3 43.7

22:00 - 23:00 45.1 41.5 45.2 45.0 42.9 47.6 45.7

23:00 - 0:00 45.8 40.7 47.6 45.2 46.9 42.0 47.1

42.4 41.8 40.9 40.4 41.1 42.3 41.7

42.2 40.6 41.3 41.8 41.9 42.5 40.3

42.5 41.6 41.5 41.4 42.4 42.6 41.4

35.4

41.9

14-16

0-24

85TH PERCENTILE

TIME PERIOD

AVERAGE SPEEDS

TIME PERIOD

7 DAY AVERAGE SPEED

7 DAY AVERAGE 85th PERCENTILE

10-12

14-16

0-24

10-12

Appendix C – Revised Access Arrangement

Appendix D – Plough Hill Road / Coleshill

Road Junction PICADY

Filename: Direct input Plough Hill Road, Coleshill Road, Laurel Drive Junction 2.arc8

Path: P:\C13742 Gladman Galley Common Nuneaton\Hydrock Docs\Transport\Junction Models

Report generation date: 16/09/2014 10:48:45

» 2014 Base Flows, AM » 2014 Base Flows, PM » 2014 With Development, AM » 2014 With Development, PM » 2023 Base Flows, AM » 2023 Base Flows, PM » 2023 With Development, AM » 2023 With Development, PM

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle.

"D3 - 2014 Base Flows, AM " model duration: 07:45 - 09:15

"D6 - 2014 Base Flows, PM" model duration: 16:45 - 18:15

"D7 - 2014 With Development, AM" model duration: 07:45 - 09:15

"D8 - 2014 With Development, PM" model duration: 16:45 - 18:15

"D9 - 2023 Base Flows, AM" model duration: 07:45 - 09:15

"D10 - 2023 Base Flows, PM" model duration: 16:45 - 18:15

"D11 - 2023 With Development, AM" model duration: 07:45 - 09:15

"D12 - 2023 With Development, PM" model duration: 16:45 - 18:15

Run using Junctions 8.0.4.487 at 16/09/2014 10:48:39

Junctions 8PICADY 8 - Priority Intersection Module

Version: 8.0.4.487 [15039,24/03/2014]

© Copyright TRL Limited, 2014

For sales and distribution information, program advice and maintenance, contact TRL:

Tel: +44 (0)1344 770758    email: [email protected]    Web: http://www.trlsoftware.co.uk

The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

  AM

  Queue (PCU) Delay (s) RFC LOS

  2014 Base Flows

Stream B-CD 0.19 11.27 0.16 B

Stream B-A 1.54 22.45 0.61 C

Stream A-B - - - -

Stream A-C - - - -

Stream A-D - - - -

Stream AB-CD 0.13 6.78 0.11 A

Stream AB-C - - - -

Stream D-AB 0.38 8.56 0.27 A

Stream D-C 0.15 10.63 0.13 B

Stream C-D - - - -

Stream C-A - - - -

Stream C-B - - - -

Stream CD-AB 0.26 7.57 0.20 A

Stream CD-A - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

1

File summary

Analysis Options

Units

2014 Base Flows, AM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Title (untitled)

Location  

Site Number  

Date 06/05/2014

Version  

Status (new file)

Identifier  

Client  

Jobnumber  

Enumerator michaelchau

Description  

Vehicle Length

(m)

Do Queue

Variations

Calculate Residual

Capacity

Residual Capacity Criteria

Type

RFC

Threshold

Average Delay Threshold

(s)

Queue Threshold

(PCU)

5.75     N/A 0.85 36.00 20.00

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units

m kph PCU PCU perHour s -Min perMin

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2014 Base

Flows, AM

2014 Base

FlowsAM   DIRECT 07:45 09:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 13.55 B

Driving Side Lighting

Left Normal/unknown

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

2

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 563.883 0.100 0.252 0.252 - - 0.159 0.360 - 0.159 0.360

1 B-CD 632.503 0.094 0.238 0.238 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 661.310 - - - - - 0.249 0.249 0.099 - -

1 D-C 498.846 - 0.140 0.319 0.140 0.319 0.223 0.223 0.088 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

3

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

  To

From

   A   B   C   D 

 A  0.000 169.000 181.000 16.000

 B  249.000 0.000 14.000 47.000

 C  224.000 9.000 0.000 18.000

 D  63.000 96.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.46 0.49 0.04

 B  0.80 0.00 0.05 0.15

 C  0.89 0.04 0.00 0.07

 D  0.30 0.46 0.24 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

4

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (07:45-08:00)

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.16 11.27 0.19 B

B-A 0.61 22.45 1.54 C

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.11 6.78 0.13 A

AB-C - - - -

D-AB 0.27 8.56 0.38 A

D-C 0.13 10.63 0.15 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.20 7.57 0.26 A

CD-A - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 60.27 0.00 390.06 0.156 0.18 10.892 B

B-A 249.00 243.17 0.00 410.09 0.607 1.46 20.913 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 64.73 64.24 0.00 596.42 0.109 0.12 6.759 A

AB-C 193.08 193.08 0.00 - - - - -

D-AB 159.00 157.51 0.00 579.64 0.274 0.37 8.499 A

D-C 51.00 50.41 0.00 390.21 0.131 0.15 10.577 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 114.27 113.26 0.00 590.79 0.193 0.25 7.524 A

CD-A 277.17 277.17 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

5

Main results: (08:00-08:15)

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 60.98 0.00 380.99 0.160 0.19 11.249 B

B-A 249.00 248.81 0.00 409.27 0.608 1.50 22.367 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 65.32 65.31 0.00 596.55 0.109 0.12 6.775 A

AB-C 193.20 193.20 0.00 - - - - -

D-AB 159.00 158.99 0.00 579.30 0.274 0.38 8.564 A

D-C 51.00 51.00 0.00 389.67 0.131 0.15 10.629 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 115.36 115.34 0.00 591.17 0.195 0.25 7.566 A

CD-A 277.56 277.56 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 61.00 0.00 380.70 0.160 0.19 11.259 B

B-A 249.00 248.94 0.00 409.26 0.608 1.52 22.414 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 65.33 65.33 0.00 596.55 0.110 0.13 6.778 A

AB-C 193.20 193.20 0.00 - - - - -

D-AB 159.00 159.00 0.00 579.30 0.274 0.38 8.565 A

D-C 51.00 51.00 0.00 389.67 0.131 0.15 10.629 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 115.36 115.36 0.00 591.17 0.195 0.26 7.566 A

CD-A 277.56 277.56 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 61.00 0.00 380.61 0.160 0.19 11.263 B

B-A 249.00 248.97 0.00 409.26 0.608 1.53 22.432 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 65.33 65.33 0.00 596.56 0.110 0.13 6.778 A

AB-C 193.20 193.20 0.00 - - - - -

D-AB 159.00 159.00 0.00 579.30 0.274 0.38 8.565 A

D-C 51.00 51.00 0.00 389.66 0.131 0.15 10.629 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 115.36 115.36 0.00 591.17 0.195 0.26 7.566 A

CD-A 277.56 277.56 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

6

Main results: (08:45-09:00)

Main results: (09:00-09:15)

2014 Base Flows, PM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 61.00 0.00 380.56 0.160 0.19 11.265 B

B-A 249.00 248.98 0.00 409.26 0.608 1.53 22.439 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 65.33 65.33 0.00 596.56 0.110 0.13 6.778 A

AB-C 193.20 193.20 0.00 - - - - -

D-AB 159.00 159.00 0.00 579.30 0.274 0.38 8.565 A

D-C 51.00 51.00 0.00 389.66 0.131 0.15 10.629 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 115.36 115.36 0.00 591.17 0.195 0.26 7.569 A

CD-A 277.56 277.56 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 61.00 61.00 0.00 380.53 0.160 0.19 11.266 B

B-A 249.00 248.99 0.00 409.26 0.608 1.54 22.445 C

A-B 169.46 169.46 0.00 - - - - -

A-C 181.49 181.49 0.00 - - - - -

A-D 16.04 16.04 0.00 - - - - -

AB-CD 65.33 65.33 0.00 596.56 0.110 0.13 6.776 A

AB-C 193.20 193.20 0.00 - - - - -

D-AB 159.00 159.00 0.00 579.30 0.274 0.38 8.565 A

D-C 51.00 51.00 0.00 389.66 0.131 0.15 10.629 B

C-D 18.07 18.07 0.00 - - - - -

C-A 224.89 224.89 0.00 - - - - -

C-B 9.04 9.04 0.00 - - - - -

CD-AB 115.36 115.36 0.00 591.17 0.195 0.26 7.566 A

CD-A 277.56 277.56 0.00 - - - - -

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2014 Base

Flows, PM

2014 Base

FlowsPM  

ONE

HOUR16:45 18:15 90 15    

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

7

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 13.22 B

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 562.345 0.100 0.252 0.252 - - 0.158 0.359 - 0.158 0.359

1 B-CD 634.471 0.095 0.239 0.239 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 663.847 - - - - - 0.250 0.250 0.099 - -

1 D-C 493.912 - 0.139 0.316 0.139 0.316 0.221 0.221 0.087 - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

8

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A ONE HOUR ü 466.00 100.000

B ONE HOUR ü 257.00 100.000

C ONE HOUR ü 285.00 100.000

D ONE HOUR ü 60.00 100.000

  To

From

   A   B   C   D 

 A  0.000 273.000 167.000 26.000

 B  203.000 0.000 14.000 40.000

 C  230.000 34.000 0.000 21.000

 D  28.000 20.000 12.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.59 0.36 0.06

 B  0.79 0.00 0.05 0.16

 C  0.81 0.12 0.00 0.07

 D  0.47 0.33 0.20 0.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

9

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.15 10.36 0.17 B

B-A 0.55 19.34 1.18 C

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.13 7.08 0.15 A

AB-C - - - -

D-AB 0.09 6.78 0.10 A

D-C 0.04 9.91 0.04 A

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.12 7.52 0.14 A

CD-A - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

10

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 40.65 40.31 0.00 514.87 0.079 0.08 7.581 A

B-A 152.83 150.87 0.00 459.20 0.333 0.49 11.605 B

A-B 205.53 205.53 0.00 - - - - -

A-C 125.73 125.73 0.00 - - - - -

A-D 19.57 19.57 0.00 - - - - -

AB-CD 50.39 50.02 0.00 599.07 0.084 0.09 6.552 A

AB-C 135.23 135.23 0.00 - - - - -

D-AB 36.14 35.89 0.00 609.25 0.059 0.06 6.275 A

D-C 9.03 8.95 0.00 413.91 0.022 0.02 8.887 A

C-D 15.81 15.81 0.00 - - - - -

C-A 173.16 173.16 0.00 - - - - -

C-B 25.60 25.60 0.00 - - - - -

CD-AB 41.57 41.25 0.00 568.11 0.073 0.08 6.828 A

CD-A 193.07 193.07 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 48.54 48.44 0.00 476.80 0.102 0.11 8.402 A

B-A 182.49 181.67 0.00 438.50 0.416 0.70 13.970 B

A-B 245.42 245.42 0.00 - - - - -

A-C 150.13 150.13 0.00 - - - - -

A-D 23.37 23.37 0.00 - - - - -

AB-CD 60.94 60.85 0.00 592.51 0.103 0.12 6.771 A

AB-C 161.00 161.00 0.00 - - - - -

D-AB 43.15 43.09 0.00 598.50 0.072 0.08 6.481 A

D-C 10.79 10.77 0.00 398.17 0.027 0.03 9.292 A

C-D 18.88 18.88 0.00 - - - - -

C-A 206.77 206.77 0.00 - - - - -

C-B 30.57 30.57 0.00 - - - - -

CD-AB 50.38 50.29 0.00 556.31 0.091 0.10 7.114 A

CD-A 230.04 230.04 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 59.46 59.23 0.00 409.09 0.145 0.17 10.283 B

B-A 223.51 221.68 0.00 409.37 0.546 1.15 18.990 C

A-B 300.58 300.58 0.00 - - - - -

A-C 183.87 183.87 0.00 - - - - -

A-D 28.63 28.63 0.00 - - - - -

AB-CD 75.76 75.61 0.00 584.63 0.130 0.15 7.070 A

AB-C 195.97 195.97 0.00 - - - - -

D-AB 52.85 52.76 0.00 583.63 0.091 0.10 6.781 A

D-C 13.21 13.18 0.00 376.55 0.035 0.04 9.907 A

C-D 23.12 23.12 0.00 - - - - -

C-A 253.23 253.23 0.00 - - - - -

C-B 37.43 37.43 0.00 - - - - -

CD-AB 63.14 63.00 0.00 541.88 0.117 0.14 7.515 A

CD-A 280.29 280.29 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

11

Main results: (17:30-17:45)

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 59.46 59.45 0.00 406.78 0.146 0.17 10.364 B

B-A 223.51 223.41 0.00 409.31 0.546 1.18 19.337 C

A-B 300.58 300.58 0.00 - - - - -

A-C 183.87 183.87 0.00 - - - - -

A-D 28.63 28.63 0.00 - - - - -

AB-CD 75.93 75.93 0.00 584.67 0.130 0.15 7.078 A

AB-C 196.01 196.01 0.00 - - - - -

D-AB 52.85 52.85 0.00 583.60 0.091 0.10 6.781 A

D-C 13.21 13.21 0.00 376.45 0.035 0.04 9.910 A

C-D 23.12 23.12 0.00 - - - - -

C-A 253.23 253.23 0.00 - - - - -

C-B 37.43 37.43 0.00 - - - - -

CD-AB 63.18 63.18 0.00 541.90 0.117 0.14 7.522 A

CD-A 280.34 280.34 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 48.54 48.76 0.00 474.32 0.102 0.12 8.463 A

B-A 182.49 184.27 0.00 438.46 0.416 0.73 14.262 B

A-B 245.42 245.42 0.00 - - - - -

A-C 150.13 150.13 0.00 - - - - -

A-D 23.37 23.37 0.00 - - - - -

AB-CD 61.20 61.34 0.00 592.56 0.103 0.12 6.780 A

AB-C 161.07 161.07 0.00 - - - - -

D-AB 43.15 43.23 0.00 598.46 0.072 0.08 6.484 A

D-C 10.79 10.82 0.00 398.03 0.027 0.03 9.297 A

C-D 18.88 18.88 0.00 - - - - -

C-A 206.77 206.77 0.00 - - - - -

C-B 30.57 30.57 0.00 - - - - -

CD-AB 50.44 50.58 0.00 556.34 0.091 0.10 7.119 A

CD-A 230.12 230.12 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 40.65 40.77 0.00 512.80 0.079 0.09 7.627 A

B-A 152.83 153.72 0.00 459.06 0.333 0.51 11.824 B

A-B 205.53 205.53 0.00 - - - - -

A-C 125.73 125.73 0.00 - - - - -

A-D 19.57 19.57 0.00 - - - - -

AB-CD 50.74 50.83 0.00 599.13 0.085 0.09 6.566 A

AB-C 135.33 135.33 0.00 - - - - -

D-AB 36.14 36.20 0.00 609.17 0.059 0.06 6.282 A

D-C 9.03 9.06 0.00 413.70 0.022 0.02 8.896 A

C-D 15.81 15.81 0.00 - - - - -

C-A 173.16 173.16 0.00 - - - - -

C-B 25.60 25.60 0.00 - - - - -

CD-AB 41.71 41.80 0.00 568.15 0.073 0.08 6.840 A

CD-A 193.24 193.24 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

12

2014 With Development, AM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

Name Scenario Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time

(HH:mm)

Model Finish

Time

(HH:mm)

Model Time

Period

Length (min)

Time

Segment

Length (min)

Single Time

Segment

Only

Locked

2014 With

Development,

AM

2014 With

DevelopmentAM   DIRECT 07:45 09:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 21.30 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

13

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 563.993 0.100 0.252 0.252 - - 0.159 0.360 - 0.159 0.360

1 B-CD 632.362 0.094 0.238 0.238 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 662.148 - - - - - 0.249 0.249 0.099 - -

1 D-C 497.216 - 0.140 0.318 0.140 0.318 0.222 0.222 0.088 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00     ü ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

14

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 - (07:45-08:00)

Turning Proportions (PCU) - Junction 1 - (07:45-08:00)

Turning Counts / Proportions (PCU/hr) - Junction 1 - (08:00-08:15)

Turning Proportions (PCU) - Junction 1 - (08:00-08:15)

Turning Counts / Proportions (PCU/hr) - Junction 1 - (08:15-08:30)

Turning Proportions (PCU) - Junction 1 - (08:15-08:30)

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

15

Turning Counts / Proportions (PCU/hr) - Junction 1 - (08:30-08:45)

Turning Proportions (PCU) - Junction 1 - (08:30-08:45)

Turning Counts / Proportions (PCU/hr) - Junction 1 - (08:45-09:00)

Turning Proportions (PCU) - Junction 1 - (08:45-09:00)

Turning Counts / Proportions (PCU/hr) - Junction 1 - (09:00-09:15)

Turning Proportions (PCU) - Junction 1 - (09:00-09:15)

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

  To

From

   A   B   C   D 

 A  0.000 192.000 181.000 16.000

 B  308.000 0.000 17.000 58.000

 C  224.000 10.000 0.000 18.000

 D  63.000 109.000 51.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

16

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.29 19.98 0.41 C

B-A 0.77 39.70 3.32 E

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.13 6.90 0.15 A

AB-C - - - -

D-AB 0.30 8.83 0.42 A

D-C 0.13 10.86 0.15 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.22 7.85 0.31 A

CD-A - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

17

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Main results: (08:15-08:30)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 73.59 0.00 282.76 0.265 0.35 17.102 C

B-A 308.00 296.48 0.00 399.42 0.771 2.88 32.155 D

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 76.01 75.42 0.00 598.92 0.127 0.15 6.870 A

AB-C 194.58 194.58 0.00 - - - - -

D-AB 172.00 170.34 0.00 579.88 0.297 0.42 8.756 A

D-C 51.00 50.39 0.00 383.33 0.133 0.15 10.793 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 131.15 129.96 0.00 590.54 0.222 0.30 7.799 A

CD-A 273.18 273.18 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 74.81 0.00 258.53 0.290 0.40 19.570 C

B-A 308.00 307.03 0.00 398.05 0.774 3.12 38.633 E

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 77.04 77.03 0.00 599.15 0.129 0.15 6.894 A

AB-C 194.77 194.77 0.00 - - - - -

D-AB 172.00 171.99 0.00 579.50 0.297 0.42 8.833 A

D-C 51.00 50.99 0.00 382.53 0.133 0.15 10.858 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 132.46 132.44 0.00 590.98 0.224 0.30 7.852 A

CD-A 273.52 273.52 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 74.97 0.00 256.54 0.292 0.41 19.818 C

B-A 308.00 307.63 0.00 397.97 0.774 3.22 39.255 E

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 77.17 77.17 0.00 599.18 0.129 0.15 6.895 A

AB-C 194.80 194.80 0.00 - - - - -

D-AB 172.00 172.00 0.00 579.49 0.297 0.42 8.834 A

D-C 51.00 51.00 0.00 382.47 0.133 0.15 10.860 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 132.47 132.47 0.00 590.98 0.224 0.31 7.853 A

CD-A 273.53 273.53 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

18

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Main results: (09:00-09:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 74.99 0.00 255.77 0.293 0.41 19.908 C

B-A 308.00 307.80 0.00 397.96 0.774 3.26 39.492 E

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 77.18 77.18 0.00 599.19 0.129 0.15 6.898 A

AB-C 194.80 194.80 0.00 - - - - -

D-AB 172.00 172.00 0.00 579.49 0.297 0.42 8.834 A

D-C 51.00 51.00 0.00 382.46 0.133 0.15 10.860 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 132.47 132.47 0.00 590.99 0.224 0.31 7.855 A

CD-A 273.53 273.53 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 74.99 0.00 255.37 0.294 0.41 19.955 C

B-A 308.00 307.88 0.00 397.95 0.774 3.30 39.618 E

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 77.19 77.19 0.00 599.19 0.129 0.15 6.898 A

AB-C 194.80 194.80 0.00 - - - - -

D-AB 172.00 172.00 0.00 579.49 0.297 0.42 8.834 A

D-C 51.00 51.00 0.00 382.46 0.133 0.15 10.860 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 132.47 132.47 0.00 590.99 0.224 0.31 7.853 A

CD-A 273.53 273.53 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 75.00 74.99 0.00 255.12 0.294 0.41 19.981 C

B-A 308.00 307.92 0.00 397.95 0.774 3.32 39.696 E

A-B 192.00 192.00 0.00 - - - - -

A-C 181.00 181.00 0.00 - - - - -

A-D 16.00 16.00 0.00 - - - - -

AB-CD 77.19 77.19 0.00 599.19 0.129 0.15 6.896 A

AB-C 194.80 194.80 0.00 - - - - -

D-AB 172.00 172.00 0.00 579.49 0.297 0.42 8.834 A

D-C 51.00 51.00 0.00 382.45 0.133 0.15 10.860 B

C-D 18.00 18.00 0.00 - - - - -

C-A 224.00 224.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 132.47 132.47 0.00 590.99 0.224 0.31 7.853 A

CD-A 273.53 273.53 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

19

2014 With Development, PM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

Name Scenario Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time

(HH:mm)

Model Finish

Time

(HH:mm)

Model Time

Period

Length (min)

Time

Segment

Length (min)

Single Time

Segment

Only

Locked

2014 With

Development, PM

2014 With

DevelopmentPM  

ONE

HOUR16:45 18:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 16.94 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

20

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 562.160 0.099 0.251 0.251 - - 0.158 0.359 - 0.158 0.359

1 B-CD 634.709 0.095 0.239 0.239 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 663.847 - - - - - 0.250 0.250 0.099 - -

1 D-C 493.912 - 0.139 0.316 0.139 0.316 0.221 0.221 0.087 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A ONE HOUR ü 468.00 100.000

B ONE HOUR ü 307.00 100.000

C ONE HOUR ü 285.00 100.000

D ONE HOUR ü 60.00 100.000

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

21

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

  To

From

   A   B   C   D 

 A  0.000 273.000 167.000 28.000

 B  242.000 0.000 17.000 48.000

 C  230.000 34.000 0.000 21.000

 D  28.000 20.000 12.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.58 0.36 0.06

 B  0.79 0.00 0.06 0.16

 C  0.81 0.12 0.00 0.07

 D  0.47 0.33 0.20 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

22

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.21 13.27 0.26 B

B-A 0.66 25.65 1.84 D

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.15 7.21 0.18 A

AB-C - - - -

D-AB 0.09 6.78 0.10 A

D-C 0.04 10.02 0.04 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.12 7.53 0.14 A

CD-A - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 48.94 48.50 0.00 493.88 0.099 0.11 8.077 A

B-A 182.19 179.61 0.00 458.05 0.398 0.65 12.821 B

A-B 205.53 205.53 0.00 - - - - -

A-C 125.73 125.73 0.00 - - - - -

A-D 21.08 21.08 0.00 - - - - -

AB-CD 58.18 57.74 0.00 600.35 0.097 0.11 6.635 A

AB-C 137.13 137.13 0.00 - - - - -

D-AB 36.14 35.89 0.00 609.23 0.059 0.06 6.276 A

D-C 9.03 8.95 0.00 411.22 0.022 0.02 8.947 A

C-D 15.81 15.81 0.00 - - - - -

C-A 173.16 173.16 0.00 - - - - -

C-B 25.60 25.60 0.00 - - - - -

CD-AB 41.57 41.26 0.00 567.75 0.073 0.08 6.832 A

CD-A 193.07 193.07 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

23

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 58.43 58.27 0.00 442.84 0.132 0.15 9.357 A

B-A 217.55 216.29 0.00 436.70 0.498 0.96 16.236 C

A-B 245.42 245.42 0.00 - - - - -

A-C 150.13 150.13 0.00 - - - - -

A-D 25.17 25.17 0.00 - - - - -

AB-CD 70.48 70.36 0.00 594.38 0.119 0.14 6.867 A

AB-C 163.09 163.09 0.00 - - - - -

D-AB 43.15 43.09 0.00 598.46 0.072 0.08 6.482 A

D-C 10.79 10.77 0.00 394.91 0.027 0.03 9.371 A

C-D 18.88 18.88 0.00 - - - - -

C-A 206.77 206.77 0.00 - - - - -

C-B 30.57 30.57 0.00 - - - - -

CD-AB 50.38 50.30 0.00 555.89 0.091 0.10 7.120 A

CD-A 230.04 230.04 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 71.57 71.15 0.00 347.97 0.206 0.25 12.985 B

B-A 266.45 263.19 0.00 406.05 0.656 1.78 24.634 C

A-B 300.58 300.58 0.00 - - - - -

A-C 183.87 183.87 0.00 - - - - -

A-D 30.83 30.83 0.00 - - - - -

AB-CD 87.74 87.57 0.00 587.48 0.149 0.18 7.200 A

AB-C 198.11 198.11 0.00 - - - - -

D-AB 52.85 52.76 0.00 583.57 0.091 0.10 6.782 A

D-C 13.21 13.18 0.00 372.55 0.035 0.04 10.017 B

C-D 23.12 23.12 0.00 - - - - -

C-A 253.23 253.23 0.00 - - - - -

C-B 37.43 37.43 0.00 - - - - -

CD-AB 63.15 63.01 0.00 541.38 0.117 0.14 7.523 A

CD-A 280.28 280.28 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 71.57 71.54 0.00 342.84 0.209 0.26 13.267 B

B-A 266.45 266.20 0.00 405.90 0.656 1.84 25.646 D

A-B 300.58 300.58 0.00 - - - - -

A-C 183.87 183.87 0.00 - - - - -

A-D 30.83 30.83 0.00 - - - - -

AB-CD 88.06 88.06 0.00 587.56 0.150 0.18 7.206 A

AB-C 198.18 198.18 0.00 - - - - -

D-AB 52.85 52.85 0.00 583.54 0.091 0.10 6.782 A

D-C 13.21 13.21 0.00 372.40 0.035 0.04 10.022 B

C-D 23.12 23.12 0.00 - - - - -

C-A 253.23 253.23 0.00 - - - - -

C-B 37.43 37.43 0.00 - - - - -

CD-AB 63.19 63.18 0.00 541.40 0.117 0.14 7.530 A

CD-A 280.33 280.33 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

24

Main results: (17:45-18:00)

Main results: (18:00-18:15)

2023 Base Flows, AM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 58.43 58.85 0.00 437.63 0.134 0.16 9.514 A

B-A 217.55 220.79 0.00 436.62 0.498 1.03 16.918 C

A-B 245.42 245.42 0.00 - - - - -

A-C 150.13 150.13 0.00 - - - - -

A-D 25.17 25.17 0.00 - - - - -

AB-CD 70.94 71.10 0.00 594.47 0.119 0.14 6.882 A

AB-C 163.22 163.22 0.00 - - - - -

D-AB 43.15 43.23 0.00 598.42 0.072 0.08 6.487 A

D-C 10.79 10.82 0.00 394.69 0.027 0.03 9.378 A

C-D 18.88 18.88 0.00 - - - - -

C-A 206.77 206.77 0.00 - - - - -

C-B 30.57 30.57 0.00 - - - - -

CD-AB 50.45 50.58 0.00 555.92 0.091 0.10 7.125 A

CD-A 230.12 230.12 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 48.94 49.11 0.00 490.46 0.100 0.11 8.161 A

B-A 182.19 183.60 0.00 457.90 0.398 0.68 13.192 B

A-B 205.53 205.53 0.00 - - - - -

A-C 125.73 125.73 0.00 - - - - -

A-D 21.08 21.08 0.00 - - - - -

AB-CD 58.65 58.77 0.00 600.43 0.098 0.11 6.646 A

AB-C 137.27 137.27 0.00 - - - - -

D-AB 36.14 36.20 0.00 609.15 0.059 0.06 6.283 A

D-C 9.03 9.06 0.00 410.94 0.022 0.02 8.959 A

C-D 15.81 15.81 0.00 - - - - -

C-A 173.16 173.16 0.00 - - - - -

C-B 25.60 25.60 0.00 - - - - -

CD-AB 41.71 41.80 0.00 567.79 0.073 0.08 6.847 A

CD-A 193.24 193.24 0.00 - - - - -

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023 Base

Flows, AM

2023 Base

FlowsAM   DIRECT 07:45 09:15 90 15    

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

25

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 16.44 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 563.990 0.100 0.252 0.252 - - 0.159 0.360 - 0.159 0.360

1 B-CD 632.366 0.094 0.238 0.238 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 661.273 - - - - - 0.249 0.249 0.098 - -

1 D-C 498.918 - 0.140 0.319 0.140 0.319 0.223 0.223 0.088 - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

26

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

  To

From

   A   B   C   D 

 A  0.000 185.000 198.000 18.000

 B  271.000 0.000 15.000 51.000

 C  245.000 10.000 0.000 20.000

 D  69.000 105.000 56.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.46 0.49 0.04

 B  0.80 0.00 0.04 0.15

 C  0.89 0.04 0.00 0.07

 D  0.30 0.46 0.24 0.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

27

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.21 14.13 0.26 B

B-A 0.69 29.43 2.19 D

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.12 6.90 0.14 A

AB-C - - - -

D-AB 0.30 9.08 0.44 A

D-C 0.15 11.19 0.17 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.22 7.80 0.30 A

CD-A - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

28

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Main results: (08:15-08:30)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 65.24 0.00 337.13 0.196 0.24 13.195 B

B-A 271.80 263.76 0.00 394.90 0.688 2.01 26.088 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 71.40 70.85 0.00 593.75 0.120 0.14 6.877 A

AB-C 209.83 209.83 0.00 - - - - -

D-AB 174.00 172.27 0.00 571.07 0.305 0.43 8.989 A

D-C 56.00 55.32 0.00 378.54 0.148 0.17 11.114 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 127.59 126.43 0.00 590.24 0.216 0.29 7.746 A

CD-A 299.68 299.68 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 66.14 0.00 322.13 0.206 0.25 14.059 B

B-A 271.80 271.39 0.00 393.85 0.690 2.11 29.156 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 72.16 72.16 0.00 593.94 0.122 0.14 6.898 A

AB-C 209.97 209.97 0.00 - - - - -

D-AB 174.00 173.99 0.00 570.64 0.305 0.44 9.075 A

D-C 56.00 55.99 0.00 377.84 0.148 0.17 11.185 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 128.90 128.88 0.00 590.71 0.218 0.30 7.798 A

CD-A 300.08 300.08 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 66.19 0.00 321.38 0.206 0.26 14.106 B

B-A 271.80 271.66 0.00 393.83 0.690 2.15 29.323 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 72.21 72.20 0.00 593.95 0.122 0.14 6.899 A

AB-C 209.98 209.98 0.00 - - - - -

D-AB 174.00 174.00 0.00 570.64 0.305 0.44 9.075 A

D-C 56.00 56.00 0.00 377.82 0.148 0.17 11.185 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 128.91 128.91 0.00 590.72 0.218 0.30 7.798 A

CD-A 300.09 300.09 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

29

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Main results: (09:00-09:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 66.19 0.00 321.12 0.206 0.26 14.121 B

B-A 271.80 271.73 0.00 393.82 0.690 2.17 29.381 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 72.21 72.21 0.00 593.95 0.122 0.14 6.899 A

AB-C 209.98 209.98 0.00 - - - - -

D-AB 174.00 174.00 0.00 570.64 0.305 0.44 9.075 A

D-C 56.00 56.00 0.00 377.81 0.148 0.17 11.186 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 128.91 128.91 0.00 590.72 0.218 0.30 7.799 A

CD-A 300.09 300.09 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 66.19 0.00 320.98 0.206 0.26 14.128 B

B-A 271.80 271.76 0.00 393.82 0.690 2.18 29.413 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 72.21 72.21 0.00 593.95 0.122 0.14 6.899 A

AB-C 209.98 209.98 0.00 - - - - -

D-AB 174.00 174.00 0.00 570.64 0.305 0.44 9.075 A

D-C 56.00 56.00 0.00 377.81 0.148 0.17 11.186 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 128.91 128.91 0.00 590.72 0.218 0.30 7.799 A

CD-A 300.09 300.09 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 66.20 66.19 0.00 320.90 0.206 0.26 14.133 B

B-A 271.80 271.77 0.00 393.82 0.690 2.19 29.431 D

A-B 185.00 185.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 72.21 72.21 0.00 593.95 0.122 0.14 6.902 A

AB-C 209.98 209.98 0.00 - - - - -

D-AB 174.00 174.00 0.00 570.63 0.305 0.44 9.075 A

D-C 56.00 56.00 0.00 377.81 0.148 0.17 11.186 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 10.00 10.00 0.00 - - - - -

CD-AB 128.91 128.91 0.00 590.72 0.218 0.30 7.799 A

CD-A 300.09 300.09 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

30

2023 Base Flows, PM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023 Base

Flows, PM

2023 Base

FlowsPM  

ONE

HOUR16:45 18:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 15.61 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

31

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 562.363 0.100 0.252 0.252 - - 0.158 0.359 - 0.158 0.359

1 B-CD 634.449 0.095 0.239 0.239 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 664.026 - - - - - 0.250 0.250 0.099 - -

1 D-C 493.563 - 0.139 0.315 0.139 0.315 0.221 0.221 0.087 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A ONE HOUR ü 511.00 100.000

B ONE HOUR ü 281.00 100.000

C ONE HOUR ü 310.00 100.000

D ONE HOUR ü 66.00 100.000

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

32

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

  To

From

   A   B   C   D 

 A  0.000 297.000 183.000 31.000

 B  222.000 0.000 15.000 44.000

 C  250.000 37.000 0.000 23.000

 D  31.000 22.000 13.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.58 0.36 0.06

 B  0.79 0.00 0.05 0.16

 C  0.81 0.12 0.00 0.07

 D  0.47 0.33 0.20 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

33

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.18 12.23 0.22 B

B-A 0.62 24.03 1.59 C

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.15 7.27 0.18 A

AB-C - - - -

D-AB 0.10 6.94 0.11 A

D-C 0.04 10.28 0.04 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.13 7.74 0.16 A

CD-A - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 44.42 44.03 0.00 497.87 0.089 0.10 7.926 A

B-A 167.13 164.81 0.00 449.06 0.372 0.58 12.566 B

A-B 223.60 223.60 0.00 - - - - -

A-C 137.77 137.77 0.00 - - - - -

A-D 23.34 23.34 0.00 - - - - -

AB-CD 57.54 57.11 0.00 596.45 0.096 0.11 6.675 A

AB-C 147.60 147.60 0.00 - - - - -

D-AB 39.90 39.62 0.00 604.61 0.066 0.07 6.369 A

D-C 9.79 9.69 0.00 405.72 0.024 0.02 9.088 A

C-D 17.32 17.32 0.00 - - - - -

C-A 188.21 188.21 0.00 - - - - -

C-B 27.86 27.86 0.00 - - - - -

CD-AB 45.67 45.31 0.00 561.96 0.081 0.09 6.963 A

CD-A 210.02 210.02 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

34

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 53.04 52.90 0.00 450.73 0.118 0.13 9.046 A

B-A 199.57 198.48 0.00 426.15 0.468 0.85 15.731 C

A-B 267.00 267.00 0.00 - - - - -

A-C 164.51 164.51 0.00 - - - - -

A-D 27.87 27.87 0.00 - - - - -

AB-CD 69.75 69.64 0.00 589.93 0.118 0.14 6.917 A

AB-C 175.53 175.53 0.00 - - - - -

D-AB 47.65 47.58 0.00 592.89 0.080 0.09 6.601 A

D-C 11.69 11.66 0.00 388.41 0.030 0.03 9.555 A

C-D 20.68 20.68 0.00 - - - - -

C-A 224.74 224.74 0.00 - - - - -

C-B 33.26 33.26 0.00 - - - - -

CD-AB 55.52 55.42 0.00 549.65 0.101 0.11 7.284 A

CD-A 250.07 250.07 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 64.96 64.63 0.00 363.32 0.179 0.21 12.039 B

B-A 244.43 241.69 0.00 393.66 0.621 1.54 23.263 C

A-B 327.00 327.00 0.00 - - - - -

A-C 201.49 201.49 0.00 - - - - -

A-D 34.13 34.13 0.00 - - - - -

AB-CD 87.03 86.85 0.00 582.41 0.149 0.18 7.263 A

AB-C 213.22 213.22 0.00 - - - - -

D-AB 58.35 58.25 0.00 576.66 0.101 0.11 6.942 A

D-C 14.31 14.27 0.00 364.64 0.039 0.04 10.273 B

C-D 25.32 25.32 0.00 - - - - -

C-A 275.26 275.26 0.00 - - - - -

C-B 40.74 40.74 0.00 - - - - -

CD-AB 69.99 69.82 0.00 534.98 0.131 0.16 7.737 A

CD-A 304.26 304.26 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 64.96 64.94 0.00 359.19 0.181 0.22 12.234 B

B-A 244.43 244.24 0.00 393.54 0.621 1.59 24.028 C

A-B 327.00 327.00 0.00 - - - - -

A-C 201.49 201.49 0.00 - - - - -

A-D 34.13 34.13 0.00 - - - - -

AB-CD 87.29 87.28 0.00 582.48 0.150 0.18 7.269 A

AB-C 213.27 213.27 0.00 - - - - -

D-AB 58.35 58.35 0.00 576.63 0.101 0.11 6.945 A

D-C 14.31 14.31 0.00 364.51 0.039 0.04 10.279 B

C-D 25.32 25.32 0.00 - - - - -

C-A 275.26 275.26 0.00 - - - - -

C-B 40.74 40.74 0.00 - - - - -

CD-AB 70.04 70.03 0.00 535.01 0.131 0.16 7.742 A

CD-A 304.31 304.31 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

35

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 53.04 53.37 0.00 446.54 0.119 0.14 9.165 A

B-A 199.57 202.28 0.00 426.08 0.468 0.91 16.273 C

A-B 267.00 267.00 0.00 - - - - -

A-C 164.51 164.51 0.00 - - - - -

A-D 27.87 27.87 0.00 - - - - -

AB-CD 70.13 70.30 0.00 590.01 0.119 0.14 6.931 A

AB-C 175.62 175.62 0.00 - - - - -

D-AB 47.65 47.74 0.00 592.84 0.080 0.09 6.604 A

D-C 11.69 11.72 0.00 388.22 0.030 0.03 9.564 A

C-D 20.68 20.68 0.00 - - - - -

C-A 224.74 224.74 0.00 - - - - -

C-B 33.26 33.26 0.00 - - - - -

CD-AB 55.59 55.75 0.00 549.67 0.101 0.12 7.293 A

CD-A 250.16 250.16 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 44.42 44.57 0.00 494.97 0.090 0.10 7.995 A

B-A 167.13 168.34 0.00 448.90 0.372 0.61 12.888 B

A-B 223.60 223.60 0.00 - - - - -

A-C 137.77 137.77 0.00 - - - - -

A-D 23.34 23.34 0.00 - - - - -

AB-CD 57.96 58.08 0.00 596.53 0.097 0.11 6.686 A

AB-C 147.72 147.72 0.00 - - - - -

D-AB 39.90 39.97 0.00 604.52 0.066 0.07 6.379 A

D-C 9.79 9.81 0.00 405.46 0.024 0.02 9.099 A

C-D 17.32 17.32 0.00 - - - - -

C-A 188.21 188.21 0.00 - - - - -

C-B 27.86 27.86 0.00 - - - - -

CD-AB 45.83 45.93 0.00 562.01 0.082 0.09 6.979 A

2023 With Development, AM

Data Errors and Warnings

Analysis Set Details

CD-AB 45.83 45.93 0.00 562.01 0.082 0.09 6.979 A

CD-A 210.21 210.21 0.00 - - - - -

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

36

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Name Scenario Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time

(HH:mm)

Model Finish

Time

(HH:mm)

Model Time

Period

Length (min)

Time

Segment

Length (min)

Single Time

Segment

Only

Locked

2023 With

Development,

AM

2023 With

DevelopmentAM   DIRECT 07:45 09:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 36.37 E

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

37

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 563.679 0.100 0.252 0.252 - - 0.159 0.360 - 0.159 0.360

1 B-CD 632.764 0.094 0.238 0.238 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 662.044 - - - - - 0.249 0.249 0.099 - -

1 D-C 497.418 - 0.140 0.318 0.140 0.318 0.223 0.223 0.088 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT ü N/A 100.000

B DIRECT ü N/A 100.000

C DIRECT ü N/A 100.000

D DIRECT ü N/A 100.000

  To

From

   A   B   C   D 

 A  0.000 207.000 198.000 18.000

 B  331.000 0.000 19.000 63.000

 C  245.000 11.000 0.000 20.000

 D  69.000 118.000 56.000 0.000

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

38

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C   D 

 A  0.00 0.49 0.47 0.04

 B  0.80 0.00 0.05 0.15

 C  0.89 0.04 0.00 0.07

 D  0.28 0.49 0.23 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.56 55.71 1.22 F

B-A 0.87 71.03 6.24 F

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.14 7.04 0.17 A

AB-C - - - -

D-AB 0.33 9.39 0.49 A

D-C 0.15 11.50 0.18 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.25 8.10 0.36 A

CD-A - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

39

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 79.51 0.00 207.30 0.396 0.62 27.679 D

B-A 331.00 312.94 0.00 382.24 0.866 4.52 44.447 E

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 83.16 82.50 0.00 596.44 0.139 0.17 6.996 A

AB-C 212.35 212.35 0.00 - - - - -

D-AB 187.00 185.08 0.00 570.85 0.328 0.48 9.289 A

D-C 56.00 55.30 0.00 370.74 0.151 0.18 11.388 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 145.27 143.89 0.00 590.70 0.246 0.35 8.036 A

CD-A 295.81 295.81 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 80.73 0.00 162.26 0.505 0.94 43.406 E

B-A 331.00 327.78 0.00 379.95 0.871 5.32 62.501 F

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 84.19 84.18 0.00 596.70 0.141 0.17 7.023 A

AB-C 212.53 212.53 0.00 - - - - -

D-AB 187.00 186.98 0.00 570.36 0.328 0.48 9.390 A

D-C 56.00 55.99 0.00 369.52 0.152 0.18 11.481 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 146.84 146.81 0.00 591.26 0.248 0.35 8.102 A

CD-A 296.14 296.14 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

40

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 81.53 0.00 154.14 0.532 1.06 49.041 E

B-A 331.00 329.40 0.00 379.35 0.873 5.72 66.676 F

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 84.88 84.88 0.00 596.87 0.142 0.17 7.033 A

AB-C 212.65 212.65 0.00 - - - - -

D-AB 187.00 186.99 0.00 570.33 0.328 0.49 9.390 A

D-C 56.00 56.00 0.00 369.17 0.152 0.18 11.494 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 146.85 146.84 0.00 591.26 0.248 0.35 8.103 A

CD-A 296.14 296.14 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 81.71 0.00 150.09 0.546 1.13 52.154 F

B-A 331.00 330.04 0.00 379.11 0.873 5.96 68.807 F

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 85.04 85.04 0.00 596.91 0.142 0.17 7.035 A

AB-C 212.68 212.68 0.00 - - - - -

D-AB 187.00 187.00 0.00 570.32 0.328 0.49 9.391 A

D-C 56.00 56.00 0.00 369.04 0.152 0.18 11.499 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 146.85 146.85 0.00 591.26 0.248 0.35 8.105 A

CD-A 296.15 296.15 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 81.80 0.00 147.64 0.555 1.18 54.220 F

B-A 331.00 330.35 0.00 378.97 0.873 6.12 70.126 F

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 85.11 85.11 0.00 596.93 0.143 0.17 7.036 A

AB-C 212.69 212.69 0.00 - - - - -

D-AB 187.00 187.00 0.00 570.31 0.328 0.49 9.391 A

D-C 56.00 56.00 0.00 368.96 0.152 0.18 11.502 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 146.85 146.85 0.00 591.26 0.248 0.36 8.105 A

CD-A 296.15 296.15 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

41

Main results: (09:00-09:15)

2023 With Development, PM

Data Errors and Warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 82.00 81.85 0.00 145.98 0.562 1.22 55.708 F

B-A 331.00 330.53 0.00 378.87 0.874 6.24 71.030 F

A-B 207.00 207.00 0.00 - - - - -

A-C 198.00 198.00 0.00 - - - - -

A-D 18.00 18.00 0.00 - - - - -

AB-CD 85.16 85.15 0.00 596.94 0.143 0.17 7.036 A

AB-C 212.70 212.70 0.00 - - - - -

D-AB 187.00 187.00 0.00 570.31 0.328 0.49 9.391 A

D-C 56.00 56.00 0.00 368.91 0.152 0.18 11.504 B

C-D 20.00 20.00 0.00 - - - - -

C-A 245.00 245.00 0.00 - - - - -

C-B 11.00 11.00 0.00 - - - - -

CD-AB 146.85 146.85 0.00 591.26 0.248 0.36 8.103 A

CD-A 296.15 296.15 0.00 - - - - -

Severity Area Item Description

Warning Minor arm flareArm D - Minor Arm

Geometry

Is flare very short? Estimated flare length is zero but has been increased to 1 because a zero

flare length is not allowed.

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

  N/A     100.000  

Name Scenario Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time

(HH:mm)

Model Finish

Time

(HH:mm)

Model Time

Period

Length (min)

Time

Segment

Length (min)

Single Time

Segment

Only

Locked

2023 With

Development, PM

2023 With

DevelopmentPM  

ONE

HOUR16:45 18:15 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) NS-OS Stagger (UK LR Stagger) Two-way A,B,C,D 21.71 C

Driving Side Lighting

Left Normal/unknown

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

42

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Arm Arm Name Description Arm Type

A A Coleshill Road East   Major

B B Plough Hill Road   Minor

C C Coleshill Road West   Major

D D Laurel Drive   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 6.65   0.00   2.20 120.00 ü 1.00

C 6.65   0.00   2.20 120.00 ü 1.00

ArmMinor

Arm Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

B

One lane

plus

flare

      10.00 4.64 3.80 3.75 3.58 ü 1.00 30 18

D

One lane

plus

flare

      10.00 4.64 2.88 2.75 2.75 ü 1.00 24 21

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

1 AB-D 643.457 - - - - - 0.242 0.242 0.242 - -

1 B-A 562.188 0.099 0.252 0.252 - - 0.158 0.359 - 0.158 0.359

1 B-CD 634.673 0.095 0.239 0.239 - - - - - - -

1 CD-B 643.457 0.242 0.242 0.242 - - - - - - -

1 D-AB 664.026 - - - - - 0.250 0.250 0.099 - -

1 D-C 493.563 - 0.139 0.315 0.139 0.315 0.221 0.221 0.087 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

43

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A ONE HOUR ü 511.00 100.000

B ONE HOUR ü 331.00 100.000

C ONE HOUR ü 310.00 100.000

D ONE HOUR ü 66.00 100.000

  To

From

   A   B   C   D 

 A  0.000 297.000 183.000 31.000

 B  261.000 0.000 18.000 52.000

 C  250.000 37.000 0.000 23.000

 D  31.000 22.000 13.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.58 0.36 0.06

 B  0.79 0.00 0.05 0.16

 C  0.81 0.12 0.00 0.07

 D  0.47 0.33 0.20 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

44

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-CD 0.27 17.63 0.37 C

B-A 0.74 34.46 2.62 D

A-B - - - -

A-C - - - -

A-D - - - -

AB-CD 0.17 7.38 0.21 A

AB-C - - - -

D-AB 0.10 6.95 0.11 A

D-C 0.04 10.38 0.04 B

C-D - - - -

C-A - - - -

C-B - - - -

CD-AB 0.13 7.74 0.16 A

CD-A - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 52.70 52.21 0.00 474.57 0.111 0.12 8.514 A

B-A 196.49 193.46 0.00 448.16 0.438 0.76 13.977 B

A-B 223.60 223.60 0.00 - - - - -

A-C 137.77 137.77 0.00 - - - - -

A-D 23.34 23.34 0.00 - - - - -

AB-CD 63.81 63.33 0.00 597.61 0.107 0.12 6.732 A

AB-C 149.50 149.50 0.00 - - - - -

D-AB 39.90 39.62 0.00 604.59 0.066 0.07 6.369 A

D-C 9.79 9.69 0.00 403.51 0.024 0.02 9.139 A

C-D 17.32 17.32 0.00 - - - - -

C-A 188.21 188.21 0.00 - - - - -

C-B 27.86 27.86 0.00 - - - - -

CD-AB 45.67 45.31 0.00 561.96 0.081 0.09 6.963 A

CD-A 210.02 210.02 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

45

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 62.93 62.71 0.00 411.80 0.153 0.18 10.306 B

B-A 234.63 232.93 0.00 424.51 0.553 1.18 18.618 C

A-B 267.00 267.00 0.00 - - - - -

A-C 164.51 164.51 0.00 - - - - -

A-D 27.87 27.87 0.00 - - - - -

AB-CD 77.47 77.34 0.00 591.62 0.131 0.15 6.998 A

AB-C 177.62 177.62 0.00 - - - - -

D-AB 47.65 47.58 0.00 592.86 0.080 0.09 6.602 A

D-C 11.69 11.66 0.00 385.73 0.030 0.03 9.624 A

C-D 20.68 20.68 0.00 - - - - -

C-A 224.74 224.74 0.00 - - - - -

C-B 33.26 33.26 0.00 - - - - -

CD-AB 55.52 55.42 0.00 549.65 0.101 0.11 7.284 A

CD-A 250.07 250.07 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 77.07 76.38 0.00 290.75 0.265 0.35 16.738 C

B-A 287.37 282.18 0.00 390.14 0.737 2.48 31.877 D

A-B 327.00 327.00 0.00 - - - - -

A-C 201.49 201.49 0.00 - - - - -

A-D 34.13 34.13 0.00 - - - - -

AB-CD 96.67 96.47 0.00 584.96 0.165 0.20 7.368 A

AB-C 215.32 215.32 0.00 - - - - -

D-AB 58.35 58.25 0.00 576.60 0.101 0.11 6.942 A

D-C 14.31 14.27 0.00 361.33 0.040 0.04 10.371 B

C-D 25.32 25.32 0.00 - - - - -

C-A 275.26 275.26 0.00 - - - - -

C-B 40.74 40.74 0.00 - - - - -

CD-AB 69.99 69.82 0.00 534.98 0.131 0.16 7.737 A

CD-A 304.26 304.26 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 77.07 77.00 0.00 281.10 0.274 0.37 17.628 C

B-A 287.37 286.80 0.00 389.83 0.737 2.62 34.459 D

A-B 327.00 327.00 0.00 - - - - -

A-C 201.49 201.49 0.00 - - - - -

A-D 34.13 34.13 0.00 - - - - -

AB-CD 97.20 97.19 0.00 585.09 0.166 0.21 7.381 A

AB-C 215.42 215.42 0.00 - - - - -

D-AB 58.35 58.35 0.00 576.58 0.101 0.11 6.945 A

D-C 14.31 14.31 0.00 361.10 0.040 0.04 10.380 B

C-D 25.32 25.32 0.00 - - - - -

C-A 275.26 275.26 0.00 - - - - -

C-B 40.74 40.74 0.00 - - - - -

CD-AB 70.04 70.03 0.00 535.01 0.131 0.16 7.744 A

CD-A 304.31 304.31 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

46

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 62.93 63.66 0.00 402.43 0.156 0.19 10.648 B

B-A 234.63 239.96 0.00 424.33 0.553 1.29 20.044 C

A-B 267.00 267.00 0.00 - - - - -

A-C 164.51 164.51 0.00 - - - - -

A-D 27.87 27.87 0.00 - - - - -

AB-CD 78.24 78.43 0.00 591.79 0.132 0.16 7.014 A

AB-C 177.80 177.80 0.00 - - - - -

D-AB 47.65 47.74 0.00 592.81 0.080 0.09 6.605 A

D-C 11.69 11.72 0.00 385.39 0.030 0.03 9.636 A

C-D 20.68 20.68 0.00 - - - - -

C-A 224.74 224.74 0.00 - - - - -

C-B 33.26 33.26 0.00 - - - - -

CD-AB 55.59 55.75 0.00 549.67 0.101 0.12 7.293 A

CD-A 250.16 250.16 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-CD 52.70 52.94 0.00 469.75 0.112 0.13 8.641 A

B-A 196.49 198.45 0.00 447.97 0.439 0.80 14.537 B

A-B 223.60 223.60 0.00 - - - - -

A-C 137.77 137.77 0.00 - - - - -

A-D 23.34 23.34 0.00 - - - - -

AB-CD 64.39 64.53 0.00 597.71 0.108 0.12 6.755 A

AB-C 149.66 149.66 0.00 - - - - -

D-AB 39.90 39.97 0.00 604.50 0.066 0.07 6.377 A

D-C 9.79 9.81 0.00 403.17 0.024 0.03 9.153 A

C-D 17.32 17.32 0.00 - - - - -

C-A 188.21 188.21 0.00 - - - - -

C-B 27.86 27.86 0.00 - - - - -

CD-AB 45.83 45.93 0.00 562.01 0.082 0.09 6.976 A

CD-A 210.21 210.21 0.00 - - - - -

Generated on 16/09/2014 10:49:00 using Junctions 8 (8.0.4.487)

47

Appendix E – PARAMICS Traffic Flows

1

Reference Case AM

3

Reference Case PM

5

Development Case AM

7

Development Case PM

Appendix F – Additional PICADY Output

Filename: School Hill.Coleshill Road.arc8

Path: P:\C13742 Gladman Galley Common Nuneaton\Hydrock Docs\Transport\Junction Models

Report generation date: 16/09/2014 16:50:13

» (Default Analysis Set) - 2023 Base, AM » (Default Analysis Set) - 2023 Base, PM » (Default Analysis Set) - 2023 Base+Dev, AM » (Default Analysis Set) - 2023 Base+Dev, PM

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle.

"D1 - 2023 Base, AM " model duration: 08:00 - 09:30

"D2 - 2023 Base, PM" model duration: 17:00 - 18:30

"D3 - 2023 Base+Dev, AM" model duration: 08:00 - 09:30

"D4 - 2023 Base+Dev, PM" model duration: 17:00 - 18:30

Run using Junctions 8.0.4.487 at 16/09/2014 16:50:12

File summary

Junctions 8PICADY 8 - Priority Intersection Module

Version: 8.0.4.487 [15039,24/03/2014]

© Copyright TRL Limited, 2014

For sales and distribution information, program advice and maintenance, contact TRL:

Tel: +44 (0)1344 770758    email: [email protected]    Web: http://www.trlsoftware.co.uk

The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

  AM

  Queue (PCU) Delay (s) RFC LOS

  A1 - 2023 Base

Stream B-AC 23.29 188.25 0.99 F

Stream C-A - - - -

Stream C-B 0.05 7.95 0.05 A

Stream A-B - - - -

Stream A-C - - - -

Title School Hill/Colehill Road

Location  

Site Number  

Date 16/09/2014

Version  

Status (new file)

Identifier  

Client  

Jobnumber C13742

Enumerator michaelchau

Description  

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

1

Analysis Options

Units

(Default Analysis Set) - 2023 Base, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Vehicle Length

(m)

Do Queue

Variations

Calculate Residual

Capacity

Residual Capacity Criteria

Type

RFC

Threshold

Average Delay Threshold

(s)

Queue Threshold

(PCU)

5.75     N/A 0.85 36.00 20.00

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units

m kph PCU PCU perHour s -Min perMin

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

(Default Analysis Set) N/A     100.000  

NameScenario

Name

Time

Period

Name

DescriptionTraffic

Profile Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023

Base,

AM

2023

BaseAM   DIRECT 08:00 09:30 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) T-Junction Two-way A,B,C 179.34 F

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Colehill Road (Eastbound)   Major

B B School Hill   Minor

C C Colehill Road (Westbound)   Major

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

C 6.00   0.00   2.20 70.00    

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

2

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.30                   20 20

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 508.758 0.093 0.234 0.147 0.335

1 B-C 655.645 0.101 0.254 - -

1 C-B 614.501 0.238 0.238 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

  To

From

   A   B   C 

 A  0.000 278.000 300.000

 B  176.000 0.000 286.000

 C  224.000 24.000 0.000

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

3

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (08:00-08:15)

  To

From

   A   B   C 

 A  0.00 0.48 0.52

 B  0.38 0.00 0.62

 C  0.90 0.10 0.00

  To

From

   A   B   C 

 A  1.000 1.000 1.000

 B  1.000 1.000 1.000

 C  1.000 1.000 1.000

  To

From

   A   B   C 

 A  0.0 0.0 0.0

 B  0.0 0.0 0.0

 C  0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-AC 0.99 188.25 23.29 F

C-A - - - -

C-B 0.05 7.95 0.05 A

A-B - - - -

A-C - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 422.68 0.00 465.68 0.992 9.83 61.103 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 23.79 0.00 476.89 0.050 0.05 7.942 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

4

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Main results: (09:00-09:15)

Main results: (09:15-09:30)

(Default Analysis Set) - 2023 Base, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 445.92 0.00 465.64 0.992 13.85 111.430 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 24.00 0.00 476.89 0.050 0.05 7.948 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 450.04 0.00 465.64 0.992 16.84 136.739 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 24.00 0.00 476.89 0.050 0.05 7.948 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 452.17 0.00 465.64 0.992 19.30 156.620 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 24.00 0.00 476.89 0.050 0.05 7.948 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 453.53 0.00 465.64 0.992 21.41 173.455 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 24.00 0.00 476.89 0.050 0.05 7.948 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 462.00 454.49 0.00 465.64 0.992 23.29 188.248 F

C-A 224.00 224.00 0.00 - - - - -

C-B 24.00 24.00 0.00 476.89 0.050 0.05 7.948 A

A-B 278.00 278.00 0.00 - - - - -

A-C 300.00 300.00 0.00 - - - - -

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

(Default Analysis Set) N/A     100.000  

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

5

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

NameScenario

Name

Time

Period

Name

DescriptionTraffic

Profile Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023

Base,

PM

2023

BasePM   DIRECT 17:00 18:30 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) T-Junction Two-way A,B,C 33.10 D

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Colehill Road (Eastbound)   Major

B B School Hill   Minor

C C Colehill Road (Westbound)   Major

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

C 6.00   0.00   2.20 70.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.30                   20 20

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 508.758 0.093 0.234 0.147 0.335

1 B-C 655.645 0.101 0.254 - -

1 C-B 614.501 0.238 0.238 - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

6

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

  To

From

   A   B   C 

 A  0.000 144.000 347.000

 B  195.000 0.000 122.000

 C  288.000 11.000 0.000

  To

From

   A   B   C 

 A  0.00 0.29 0.71

 B  0.62 0.00 0.38

 C  0.96 0.04 0.00

  To

From

   A   B   C 

 A  1.000 1.000 1.000

 B  1.000 1.000 1.000

 C  1.000 1.000 1.000

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

7

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

  To

From

   A   B   C 

 A  0.0 0.0 0.0

 B  0.0 0.0 0.0

 C  0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-AC 0.75 33.99 2.94 D

C-A - - - -

C-B 0.02 7.40 0.02 A

A-B - - - -

A-C - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 306.43 0.00 422.41 0.750 2.64 28.906 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 10.91 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 316.35 0.00 422.38 0.751 2.81 33.445 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 11.00 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 316.75 0.00 422.38 0.751 2.87 33.762 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 11.00 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

8

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Main results: (18:15-18:30)

(Default Analysis Set) - 2023 Base+Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 316.87 0.00 422.38 0.751 2.90 33.884 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 11.00 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 316.92 0.00 422.38 0.751 2.92 33.949 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 11.00 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 317.00 316.94 0.00 422.38 0.751 2.94 33.989 D

C-A 288.00 288.00 0.00 - - - - -

C-B 11.00 11.00 0.00 497.60 0.022 0.02 7.397 A

A-B 144.00 144.00 0.00 - - - - -

A-C 347.00 347.00 0.00 - - - - -

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

(Default Analysis Set) N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023

Base+Dev,

AM

2023

Base+DevAM   DIRECT 08:00 09:30 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) T-Junction Two-way A,B,C 94.75 F

Driving Side Lighting

Left Normal/unknown

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

9

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Arm Arm Name Description Arm Type

A A Colehill Road (Eastbound)   Major

B B School Hill   Minor

C C Colehill Road (Westbound)   Major

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

C 6.00   0.00   2.20 70.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.30                   20 20

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 508.758 0.093 0.234 0.147 0.335

1 B-C 655.645 0.101 0.254 - -

1 C-B 614.501 0.238 0.238 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

10

Entry Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT ü N/A 100.000

B DIRECT ü N/A 100.000

C DIRECT ü N/A 100.000

  To

From

   A   B   C 

 A  0.000 268.000 352.000

 B  161.000 0.000 261.000

 C  242.000 23.000 0.000

  To

From

   A   B   C 

 A  0.00 0.43 0.57

 B  0.38 0.00 0.62

 C  0.91 0.09 0.00

  To

From

   A   B   C 

 A  1.000 1.000 1.000

 B  1.000 1.000 1.000

 C  1.000 1.000 1.000

  To

From

   A   B   C 

 A  0.0 0.0 0.0

 B  0.0 0.0 0.0

 C  0.0 0.0 0.0

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

11

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (08:00-08:15)

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-AC 0.93 99.47 11.09 F

C-A - - - -

C-B 0.05 8.11 0.05 A

A-B - - - -

A-C - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 394.55 0.00 452.05 0.934 6.86 49.886 E

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 22.79 0.00 466.89 0.049 0.05 8.103 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 415.13 0.00 452.01 0.934 8.58 78.436 F

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 23.00 0.00 466.89 0.049 0.05 8.109 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 418.05 0.00 452.01 0.934 9.57 87.427 F

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 23.00 0.00 466.89 0.049 0.05 8.109 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 419.34 0.00 452.01 0.934 10.23 92.883 F

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 23.00 0.00 466.89 0.049 0.05 8.109 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

12

Main results: (09:00-09:15)

Main results: (09:15-09:30)

(Default Analysis Set) - 2023 Base+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 420.07 0.00 452.01 0.934 10.72 96.662 F

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 23.00 0.00 466.89 0.049 0.05 8.109 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 422.00 420.52 0.00 452.01 0.934 11.09 99.468 F

C-A 242.00 242.00 0.00 - - - - -

C-B 23.00 23.00 0.00 466.89 0.049 0.05 8.109 A

A-B 268.00 268.00 0.00 - - - - -

A-C 352.00 352.00 0.00 - - - - -

Name Roundabout Capacity Model Description Locked Network Flow Scaling Factor (%) Reason For Scaling Factors

(Default Analysis Set) N/A     100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model Start

Time (HH:mm)

Model Finish

Time (HH:mm)

Model Time

Period Length

(min)

Time Segment

Length (min)

Single Time

Segment OnlyLocked

2023

Base+Dev,

PM

2023

Base+DevPM   DIRECT 17:00 18:30 90 15    

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) T-Junction Two-way A,B,C 38.17 E

Driving Side Lighting

Left Normal/unknown

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

13

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Arm Name Description Arm Type

A A Colehill Road (Eastbound)   Major

B B School Hill   Minor

C C Colehill Road (Westbound)   Major

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

C 6.00   0.00   2.20 70.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.30                   20 20

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 508.758 0.093 0.234 0.147 0.335

1 B-C 655.645 0.101 0.254 - -

1 C-B 614.501 0.238 0.238 - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

14

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C 

 A  0.000 138.000 363.000

 B  201.000 0.000 114.000

 C  364.000 11.000 0.000

  To

From

   A   B   C 

 A  0.00 0.28 0.72

 B  0.64 0.00 0.36

 C  0.97 0.03 0.00

  To

From

   A   B   C 

 A  1.000 1.000 1.000

 B  1.000 1.000 1.000

 C  1.000 1.000 1.000

  To

From

   A   B   C 

 A  0.0 0.0 0.0

 B  0.0 0.0 0.0

 C  0.0 0.0 0.0

Stream Max RFC Max Delay (s) Max Queue (PCU) Max LOS

B-AC 0.78 39.25 3.35 E

C-A - - - -

C-B 0.02 7.44 0.02 A

A-B - - - -

A-C - - - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

15

Main Results for each time segment

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Main results: (18:15-18:30)

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 303.20 0.00 406.02 0.776 2.95 32.138 D

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 10.91 0.00 495.22 0.022 0.02 7.433 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 314.11 0.00 406.00 0.776 3.17 38.311 E

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 11.00 0.00 495.22 0.022 0.02 7.433 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 314.65 0.00 406.00 0.776 3.26 38.845 E

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 11.00 0.00 495.22 0.022 0.02 7.433 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 314.81 0.00 406.00 0.776 3.31 39.059 E

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 11.00 0.00 495.22 0.022 0.02 7.436 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 314.88 0.00 406.00 0.776 3.33 39.175 E

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 11.00 0.00 495.22 0.022 0.02 7.436 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 315.00 314.92 0.00 406.00 0.776 3.35 39.246 E

C-A 364.00 364.00 0.00 - - - - -

C-B 11.00 11.00 0.00 495.22 0.022 0.02 7.436 A

A-B 138.00 138.00 0.00 - - - - -

A-C 363.00 363.00 0.00 - - - - -

Generated on 16/09/2014 16:50:16 using Junctions 8 (8.0.4.487)

16

Filename: Victora Road.Camp Hill Road.Bucks Hill Road.ColeHill Road.arc8

Path: P:\C13742 Gladman Galley Common Nuneaton\Hydrock Docs\Transport\Junction Models

Report generation date: 16/09/2014 17:12:09

» (Default Analysis Set) - 2023 Base, AM » (Default Analysis Set) - 2023 Base, PM » (Default Analysis Set) - 2023 Base+Dev, AM » (Default Analysis Set) - 2023 Base+Dev, PM

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle.

"D1 - 2023 Base, AM " model duration: 08:00 - 09:30

"D2 - 2023 Base, PM" model duration: 17:00 - 18:30

"D3 - 2023 Base+Dev, AM" model duration: 08:00 - 09:30

"D4 - 2023 Base+Dev, PM" model duration: 17:00 - 18:30

Run using Junctions 8.0.4.487 at 16/09/2014 17:12:07

File summary

Junctions 8PICADY 8 - Priority Intersection Module

Version: 8.0.4.487 [15039,24/03/2014]

© Copyright TRL Limited, 2014

For sales and distribution information, program advice and maintenance, contact TRL:

Tel: +44 (0)1344 770758    email: [email protected]    Web: http://www.trlsoftware.co.uk

The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

  AM

  Queue (PCU) Delay (s) RFC LOS

  A1 - 2023 Base

Stream B-ACD 2.80 38.74 0.74 E

Stream A-BC 0.45 3.78 0.22 A

Stream A-D 0.32 8.81 0.36 A

Stream D-ABC 0.84 15.21 0.46 C

Stream C-D - - - -

Stream C-A - - - -

Stream C-B 0.52 10.21 0.34 B

Title Camp Hill Road.Bucks Hill.Victora Rd

Location  

Site Number  

Date 12/09/2014

Version  

Status (new file)

Identifier  

Client C13742

Jobnumber  

Enumerator samdenby

Description  

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

1

Analysis Options

Units

(Default Analysis Set) - 2023 Base, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Vehicle Length

(m)

Do Queue

Variations

Calculate Residual

Capacity

Residual Capacity Criteria

Type

RFC

Threshold

Average Delay Threshold

(s)

Queue Threshold

(PCU)

5.75     N/A 0.85 36.00 20.00

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units

m kph PCU PCU perHour s -Min perMin

NameRoundabout

Capacity ModelDescription

Include In

Report

Use Specific

Demand Set(s)

Specific

Demand Set

(s)

Locked

Network Flow

Scaling Factor

(%)

Network Capacity

Scaling Factor (%)

Reason For

Scaling

Factors

(Default

Analysis Set)N/A   ü       100.000 100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model

Start

Time

(HH:mm)

Model

Finish

Time

(HH:mm)

Model

Time

Period

Length

(min)

Time

Segment

Length

(min)

Results

For

Central

Hour

Only

Single

Time

Segment

Only

LockedRun

Automatically

Use

RelationshipRelationship

2023

Base,

AM

2023

BaseAM   DIRECT 08:00 09:30 90 15       ü    

Junction Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS

1 (untitled) Crossroads Two-way A,B,C,D   16.62 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Camp Hill Road   Major

B B Bucks Hill   Minor

C C Coleshill Road   Major

D D Victoria Road   Minor

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

2

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Pelican/ Puffin Crossings

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 7.50   0.00   2.20 200.00    

C 7.50   0.00   2.20 120.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.20                   30 20

DOne

lane3.20                   40 20

Arm Crossing Type

A Puffin

B None

C None

D None

ArmAmber time

preceding red (s)

Amber time

regarded as green

(s)

Time from traffic red

start to green man start

(s)

Time period green

man shown (s)

Clearance

Period (s)

Traffic minimum

green (s)

Space between crossing

and junction entry (PCU)

A 3.00 2.90 1.00 6.00 6.00 7.00 10.00

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

Slope

for

D-C

1 A-D 689.785 - - - - - - 0.250 0.357 0.250 - - -

1 B-A 507.092 0.086 0.218 0.218 - - - 0.137 0.312 - 0.218 0.218 0.109

1 B-C 649.273 0.093 0.235 - - - - - - - - - -

1 B-D, nearside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 B-D, offside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 C-B 643.457 0.233 0.233 0.333 - - - - - - - - -

1 D-A 649.273 - - - - - - 0.235 - 0.093 - - -

1 D-B, nearside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-B, offside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-C 510.370 - 0.138 0.314 0.110 0.220 0.220 0.220 0.220 0.087 - - -

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

3

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Pedestrian Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

Arm Profile Type Average Pedestrian Flow (Ped/hr)

A DIRECT N/A

B - N/A

C - N/A

D - N/A

  To

From

   A   B   C   D 

 A  0.000 118.000 146.000 131.000

 B  69.000 0.000 83.000 114.000

 C  411.000 185.000 0.000 11.000

 D  139.000 50.000 10.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.30 0.37 0.33

 B  0.26 0.00 0.31 0.43

 C  0.68 0.30 0.00 0.02

 D  0.70 0.25 0.05 0.00

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

4

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

StreamMax

RFC

Max

Delay

(s)

Max

Queue

(PCU)

Max

LOS

Average

Demand

(PCU/hr)

Total

Junction

Arrivals

(PCU)

Total

Queueing

Delay (PCU-

min)

Average

Queueing

Delay (s)

Rate Of

Queueing Delay

(PCU-min/min)

Inclusive Total

Queueing Delay

(PCU-min)

Inclusive

Average

Queueing Delay

(s)

B-

ACD0.74 38.74 2.80 E 266.00 399.00 234.77 35.30 2.61 235.43 35.40

A-BC 0.22 3.78 0.45 A 264.00 396.00 40.35 6.11 0.45 40.36 6.11

A-D 0.36 8.81 0.32 A 131.00 196.50 28.48 8.70 0.32 28.49 8.70

D-

ABC0.46 15.21 0.84 C 199.00 298.50 73.60 14.79 0.82 73.65 14.80

C-D - - - - 11.00 16.50 - - - - -

C-A - - - - 411.00 616.50 - - - - -

C-B 0.34 10.21 0.52 B 185.00 277.50 46.43 10.04 0.52 46.45 10.04

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

5

Main Results for each time segment

Main results: (08:00-08:15)

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Main results: (08:45-09:00)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 256.13 0.00 359.88 0.739 0.00 2.47 32.239 D

A-BC 264.00 66.00 262.20 10.00 1218.15 0.217 0.00 0.45 3.766 A

A-D 131.00 32.75 129.73 10.00 363.18 0.361 0.00 0.32 8.751 A

D-

ABC199.00 49.75 195.75 0.00 436.71 0.456 0.00 0.81 14.752 B

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 182.94 0.00 538.32 0.344 0.00 0.51 10.072 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 265.24 0.00 358.39 0.742 2.47 2.66 37.950 E

A-BC 264.00 66.00 264.00 10.00 1217.61 0.217 0.45 0.45 3.779 A

A-D 131.00 32.75 130.99 10.00 364.86 0.359 0.32 0.32 8.806 A

D-

ABC199.00 49.75 198.94 0.00 435.74 0.457 0.81 0.83 15.193 C

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 184.98 0.00 537.48 0.344 0.51 0.52 10.210 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 265.72 0.00 358.37 0.742 2.66 2.73 38.418 E

A-BC 264.00 66.00 264.00 10.00 1217.60 0.217 0.45 0.45 3.782 A

A-D 131.00 32.75 131.00 10.00 364.87 0.359 0.32 0.32 8.806 A

D-

ABC199.00 49.75 198.98 0.00 435.71 0.457 0.83 0.83 15.201 C

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 184.99 0.00 537.48 0.344 0.52 0.52 10.212 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 265.85 0.00 358.37 0.742 2.73 2.76 38.594 E

A-BC 264.00 66.00 264.00 10.00 1217.60 0.217 0.45 0.45 3.782 A

A-D 131.00 32.75 131.00 10.00 364.87 0.359 0.32 0.32 8.806 A

D-

ABC199.00 49.75 198.99 0.00 435.71 0.457 0.83 0.83 15.204 C

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 185.00 0.00 537.48 0.344 0.52 0.52 10.212 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

6

Main results: (09:00-09:15)

Main results: (09:15-09:30)

Queueing Delay Results for each time segment

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 265.91 0.00 358.36 0.742 2.76 2.79 38.686 E

A-BC 264.00 66.00 264.00 10.00 1217.60 0.217 0.45 0.45 3.782 A

A-D 131.00 32.75 131.00 10.00 364.87 0.359 0.32 0.32 8.805 A

D-

ABC199.00 49.75 198.99 0.00 435.70 0.457 0.83 0.84 15.205 C

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 185.00 0.00 537.48 0.344 0.52 0.52 10.212 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD266.00 66.50 265.94 0.00 358.36 0.742 2.79 2.80 38.742 E

A-BC 264.00 66.00 264.00 10.00 1217.60 0.217 0.45 0.45 3.779 A

A-D 131.00 32.75 131.00 10.00 364.87 0.359 0.32 0.32 8.805 A

D-

ABC199.00 49.75 199.00 0.00 435.70 0.457 0.84 0.84 15.208 C

C-D 11.00 2.75 11.00 0.00 - - - - - -

C-A 411.00 102.75 411.00 0.00 - - - - - -

C-B 185.00 46.25 185.00 0.00 537.48 0.344 0.52 0.52 10.212 B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD30.79 2.05 32.239 D C

A-BC 6.49 0.43 3.766 A A

A-D 4.53 0.30 8.751 A A

D-

ABC11.28 0.75 14.752 B B

C-D - - - - -

C-A - - - - -

C-B 7.32 0.49 10.072 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD38.74 2.58 37.950 E D

A-BC 6.75 0.45 3.779 A A

A-D 4.78 0.32 8.806 A A

D-

ABC12.32 0.82 15.193 C B

C-D - - - - -

C-A - - - - -

C-B 7.77 0.52 10.210 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

7

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queueing Delay results: (09:15-09:30)

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD40.46 2.70 38.418 E D

A-BC 6.77 0.45 3.782 A A

A-D 4.79 0.32 8.806 A A

D-

ABC12.45 0.83 15.201 C B

C-D - - - - -

C-A - - - - -

C-B 7.82 0.52 10.212 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.21 2.75 38.594 E D

A-BC 6.78 0.45 3.782 A A

A-D 4.79 0.32 8.806 A A

D-

ABC12.49 0.83 15.204 C B

C-D - - - - -

C-A - - - - -

C-B 7.83 0.52 10.212 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.64 2.78 38.686 E D

A-BC 6.78 0.45 3.782 A A

A-D 4.80 0.32 8.805 A A

D-

ABC12.52 0.83 15.205 C B

C-D - - - - -

C-A - - - - -

C-B 7.84 0.52 10.212 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.92 2.79 38.742 E D

A-BC 6.78 0.45 3.779 A A

A-D 4.80 0.32 8.805 A A

D-

ABC12.54 0.84 15.208 C B

C-D - - - - -

C-A - - - - -

C-B 7.85 0.52 10.212 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

8

(Default Analysis Set) - 2023 Base, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

NameRoundabout

Capacity ModelDescription

Include In

Report

Use Specific

Demand Set(s)

Specific

Demand Set

(s)

Locked

Network Flow

Scaling Factor

(%)

Network Capacity

Scaling Factor (%)

Reason For

Scaling

Factors

(Default

Analysis Set)N/A   ü       100.000 100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model

Start

Time

(HH:mm)

Model

Finish

Time

(HH:mm)

Model

Time

Period

Length

(min)

Time

Segment

Length

(min)

Results

For

Central

Hour

Only

Single

Time

Segment

Only

LockedRun

Automatically

Use

RelationshipRelationship

2023

Base,

PM

2023

BasePM   DIRECT 17:00 18:30 90 15       ü    

Junction Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS

1 (untitled) Crossroads Two-way A,B,C,D   19.33 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Camp Hill Road   Major

B B Bucks Hill   Minor

C C Coleshill Road   Major

D D Victoria Road   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 7.50   0.00   2.20 200.00    

C 7.50   0.00   2.20 120.00    

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

9

Minor Arm Geometry

Pedestrian Crossings

Pelican/ Puffin Crossings

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.20                   30 20

DOne

lane3.20                   40 20

Arm Crossing Type

A Puffin

B None

C None

D None

ArmAmber time

preceding red (s)

Amber time

regarded as green

(s)

Time from traffic red

start to green man start

(s)

Time period green

man shown (s)

Clearance

Period (s)

Traffic minimum

green (s)

Space between crossing

and junction entry (PCU)

A 3.00 2.90 1.00 6.00 6.00 7.00 10.00

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

Slope

for

D-C

1 A-D 689.785 - - - - - - 0.250 0.357 0.250 - - -

1 B-A 507.092 0.086 0.218 0.218 - - - 0.137 0.312 - 0.218 0.218 0.109

1 B-C 649.273 0.093 0.235 - - - - - - - - - -

1 B-D, nearside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 B-D, offside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 C-B 643.457 0.233 0.233 0.333 - - - - - - - - -

1 D-A 649.273 - - - - - - 0.235 - 0.093 - - -

1 D-B, nearside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-B, offside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-C 510.370 - 0.138 0.314 0.110 0.220 0.220 0.220 0.220 0.087 - - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

10

Entry Flows

General Flows Data

Pedestrian Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

Arm Profile Type Average Pedestrian Flow (Ped/hr)

A DIRECT N/A

B - N/A

C - N/A

D - N/A

  To

From

   A   B   C   D 

 A  0.000 139.000 236.000 83.000

 B  81.000 0.000 90.000 123.000

 C  243.000 216.000 0.000 5.000

 D  61.000 62.000 12.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.30 0.52 0.18

 B  0.28 0.00 0.31 0.42

 C  0.52 0.47 0.00 0.01

 D  0.45 0.46 0.09 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

11

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (17:00-17:15)

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

StreamMax

RFC

Max

Delay

(s)

Max

Queue

(PCU)

Max

LOS

Average

Demand

(PCU/hr)

Total

Junction

Arrivals

(PCU)

Total

Queueing

Delay (PCU-

min)

Average

Queueing

Delay (s)

Rate Of

Queueing Delay

(PCU-min/min)

Inclusive Total

Queueing Delay

(PCU-min)

Inclusive

Average

Queueing Delay

(s)

B-

ACD0.81 51.63 4.09 F 294.00 441.00 332.10 45.18 3.69 333.48 45.37

A-BC 0.26 3.39 0.61 A 375.00 562.50 54.11 5.77 0.60 54.12 5.77

A-D 0.32 7.03 0.16 A 83.00 124.50 14.44 6.96 0.16 14.44 6.96

D-

ABC0.33 13.26 0.50 B 135.00 202.50 43.80 12.98 0.49 43.82 12.98

C-D - - - - 5.00 7.50 - - - - -

C-A - - - - 243.00 364.50 - - - - -

C-B 0.41 11.55 0.69 B 216.00 324.00 61.11 11.32 0.68 61.14 11.32

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 280.56 0.00 364.08 0.808 0.00 3.36 38.587 E

A-BC 375.00 93.75 372.59 10.00 1439.91 0.260 0.00 0.60 3.371 A

A-D 83.00 20.75 82.36 10.00 258.12 0.322 0.00 0.16 6.993 A

D-

ABC135.00 33.75 133.06 0.00 407.90 0.331 0.00 0.48 13.010 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 213.29 0.00 528.44 0.409 0.00 0.68 11.330 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

12

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Main results: (17:45-18:00)

Main results: (18:00-18:15)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 292.45 0.00 362.54 0.811 3.36 3.75 49.140 E

A-BC 375.00 93.75 374.99 10.00 1439.76 0.260 0.60 0.60 3.386 A

A-D 83.00 20.75 83.00 10.00 258.82 0.321 0.16 0.16 7.028 A

D-

ABC135.00 33.75 134.97 0.00 406.51 0.332 0.48 0.49 13.255 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 215.97 0.00 527.66 0.409 0.68 0.69 11.544 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 293.37 0.00 362.53 0.811 3.75 3.91 50.524 F

A-BC 375.00 93.75 375.00 10.00 1439.76 0.260 0.60 0.61 3.386 A

A-D 83.00 20.75 83.00 10.00 258.82 0.321 0.16 0.16 7.028 A

D-

ABC135.00 33.75 134.99 0.00 406.45 0.332 0.49 0.49 13.261 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 215.99 0.00 527.66 0.409 0.69 0.69 11.550 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 293.65 0.00 362.52 0.811 3.91 3.99 51.106 F

A-BC 375.00 93.75 375.00 10.00 1439.76 0.260 0.61 0.61 3.389 A

A-D 83.00 20.75 83.00 10.00 258.82 0.321 0.16 0.16 7.028 A

D-

ABC135.00 33.75 135.00 0.00 406.42 0.332 0.49 0.49 13.262 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 215.99 0.00 527.66 0.409 0.69 0.69 11.550 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 293.78 0.00 362.52 0.811 3.99 4.05 51.426 F

A-BC 375.00 93.75 375.00 10.00 1439.76 0.260 0.61 0.61 3.389 A

A-D 83.00 20.75 83.00 10.00 258.82 0.321 0.16 0.16 7.028 A

D-

ABC135.00 33.75 135.00 0.00 406.41 0.332 0.49 0.50 13.263 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 216.00 0.00 527.65 0.409 0.69 0.69 11.550 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

13

Main results: (18:15-18:30)

Queueing Delay Results for each time segment

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD294.00 73.50 293.85 0.00 362.52 0.811 4.05 4.09 51.627 F

A-BC 375.00 93.75 375.00 10.00 1439.76 0.260 0.61 0.61 3.389 A

A-D 83.00 20.75 83.00 10.00 258.82 0.321 0.16 0.16 7.028 A

D-

ABC135.00 33.75 135.00 0.00 406.40 0.332 0.50 0.50 13.263 B

C-D 5.00 1.25 5.00 0.00 - - - - - -

C-A 243.00 60.75 243.00 0.00 - - - - - -

C-B 216.00 54.00 216.00 0.00 527.65 0.409 0.69 0.69 11.550 B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD40.06 2.67 38.587 E D

A-BC 8.73 0.58 3.371 A A

A-D 2.31 0.15 6.993 A A

D-

ABC6.82 0.45 13.010 B B

C-D - - - - -

C-A - - - - -

C-B 9.55 0.64 11.330 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD53.84 3.59 49.140 E D

A-BC 9.05 0.60 3.386 A A

A-D 2.42 0.16 7.028 A A

D-

ABC7.33 0.49 13.255 B B

C-D - - - - -

C-A - - - - -

C-B 10.23 0.68 11.544 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD57.55 3.84 50.524 F D

A-BC 9.07 0.60 3.386 A A

A-D 2.42 0.16 7.028 A A

D-

ABC7.39 0.49 13.261 B B

C-D - - - - -

C-A - - - - -

C-B 10.30 0.69 11.550 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

14

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queueing Delay results: (18:15-18:30)

(Default Analysis Set) - 2023 Base+Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD59.30 3.95 51.106 F D

A-BC 9.08 0.61 3.389 A A

A-D 2.43 0.16 7.028 A A

D-

ABC7.41 0.49 13.262 B B

C-D - - - - -

C-A - - - - -

C-B 10.33 0.69 11.550 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD60.33 4.02 51.426 F D

A-BC 9.09 0.61 3.389 A A

A-D 2.43 0.16 7.028 A A

D-

ABC7.42 0.49 13.263 B B

C-D - - - - -

C-A - - - - -

C-B 10.34 0.69 11.550 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD61.02 4.07 51.627 F D

A-BC 9.09 0.61 3.389 A A

A-D 2.43 0.16 7.028 A A

D-

ABC7.43 0.50 13.263 B B

C-D - - - - -

C-A - - - - -

C-B 10.35 0.69 11.550 B B

NameRoundabout

Capacity ModelDescription

Include In

Report

Use Specific

Demand Set(s)

Specific

Demand Set

(s)

Locked

Network Flow

Scaling Factor

(%)

Network Capacity

Scaling Factor (%)

Reason For

Scaling

Factors

(Default

Analysis Set)N/A   ü       100.000 100.000  

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

15

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model

Start

Time

(HH:mm)

Model

Finish

Time

(HH:mm)

Model

Time

Period

Length

(min)

Time

Segment

Length

(min)

Results

For

Central

Hour

Only

Single

Time

Segment

Only

LockedRun

Automatically

Use

RelationshipRelat

2023

Base+Dev,

AM

2023

Base+DevAM   DIRECT 08:00 09:30 90 15       ü  

Junction Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS

1 (untitled) Crossroads Two-way A,B,C,D   16.56 C

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Camp Hill Road   Major

B B Bucks Hill   Minor

C C Coleshill Road   Major

D D Victoria Road   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 7.50   0.00   2.20 200.00    

C 7.50   0.00   2.20 120.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.20                   30 20

DOne

lane3.20                   40 20

Arm Crossing Type

A Puffin

B None

C None

D None

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

16

Pelican/ Puffin Crossings

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

ArmAmber time

preceding red (s)

Amber time

regarded as green

(s)

Time from traffic red

start to green man start

(s)

Time period green

man shown (s)

Clearance

Period (s)

Traffic minimum

green (s)

Space between crossing

and junction entry (PCU)

A 3.00 2.90 1.00 6.00 6.00 7.00 10.00

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

Slope

for

D-C

1 A-D 689.785 - - - - - - 0.250 0.357 0.250 - - -

1 B-A 507.092 0.086 0.218 0.218 - - - 0.137 0.312 - 0.218 0.218 0.109

1 B-C 649.273 0.093 0.235 - - - - - - - - - -

1 B-D, nearside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 B-D, offside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 C-B 643.457 0.233 0.233 0.333 - - - - - - - - -

1 D-A 649.273 - - - - - - 0.235 - 0.093 - - -

1 D-B, nearside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-B, offside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-C 510.370 - 0.138 0.314 0.110 0.220 0.220 0.220 0.220 0.087 - - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

17

Pedestrian Flows

General Flows Data

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Arm Profile Type Average Pedestrian Flow (Ped/hr)

A DIRECT N/A

B - N/A

C - N/A

D - N/A

  To

From

   A   B   C   D 

 A  0.000 125.000 159.000 133.000

 B  65.000 0.000 84.000 114.000

 C  433.000 188.000 0.000 13.000

 D  125.000 47.000 12.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.30 0.38 0.32

 B  0.25 0.00 0.32 0.43

 C  0.68 0.30 0.00 0.02

 D  0.68 0.26 0.07 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

18

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (08:00-08:15)

Main results: (08:15-08:30)

StreamMax

RFC

Max

Delay

(s)

Max

Queue

(PCU)

Max

LOS

Average

Demand

(PCU/hr)

Total

Junction

Arrivals

(PCU)

Total

Queueing

Delay (PCU-

min)

Average

Queueing

Delay (s)

Rate Of

Queueing Delay

(PCU-min/min)

Inclusive Total

Queueing Delay

(PCU-min)

Inclusive

Average

Queueing Delay

(s)

B-

ACD0.74 39.42 2.82 E 263.00 394.50 235.87 35.87 2.62 236.54 35.98

A-BC 0.23 3.83 0.50 A 284.00 426.00 44.22 6.23 0.49 44.22 6.23

A-D 0.37 9.02 0.33 A 133.00 199.50 29.62 8.91 0.33 29.63 8.91

D-

ABC0.44 15.22 0.77 C 184.00 276.00 68.12 14.81 0.76 68.16 14.82

C-D - - - - 13.00 19.50 - - - - -

C-A - - - - 433.00 649.50 - - - - -

C-B 0.35 10.46 0.54 B 188.00 282.00 48.31 10.28 0.54 48.32 10.28

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 253.09 0.00 355.30 0.740 0.00 2.48 32.694 D

A-BC 284.00 71.00 282.03 10.00 1224.92 0.232 0.00 0.49 3.816 A

A-D 133.00 33.25 131.68 10.00 354.76 0.375 0.00 0.33 8.964 A

D-

ABC184.00 46.00 180.99 0.00 421.75 0.436 0.00 0.75 14.779 B

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 185.86 0.00 533.00 0.353 0.00 0.54 10.310 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 262.22 0.00 353.76 0.743 2.48 2.67 38.589 E

A-BC 284.00 71.00 283.99 10.00 1224.36 0.232 0.49 0.49 3.833 A

A-D 133.00 33.25 132.99 10.00 356.53 0.373 0.33 0.33 9.025 A

D-

ABC184.00 46.00 183.95 0.00 420.62 0.437 0.75 0.77 15.201 C

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 187.98 0.00 532.10 0.353 0.54 0.54 10.459 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

19

Main results: (08:30-08:45)

Main results: (08:45-09:00)

Main results: (09:00-09:15)

Main results: (09:15-09:30)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 262.71 0.00 353.75 0.743 2.67 2.74 39.084 E

A-BC 284.00 71.00 284.00 10.00 1224.35 0.232 0.49 0.49 3.833 A

A-D 133.00 33.25 133.00 10.00 356.53 0.373 0.33 0.33 9.025 A

D-

ABC184.00 46.00 183.98 0.00 420.59 0.437 0.77 0.77 15.207 C

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 187.99 0.00 532.09 0.353 0.54 0.54 10.461 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 262.85 0.00 353.75 0.743 2.74 2.78 39.268 E

A-BC 284.00 71.00 284.00 10.00 1224.35 0.232 0.49 0.50 3.833 A

A-D 133.00 33.25 133.00 10.00 356.54 0.373 0.33 0.33 9.025 A

D-

ABC184.00 46.00 183.99 0.00 420.58 0.437 0.77 0.77 15.213 C

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 188.00 0.00 532.09 0.353 0.54 0.54 10.461 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 262.91 0.00 353.74 0.743 2.78 2.80 39.365 E

A-BC 284.00 71.00 284.00 10.00 1224.35 0.232 0.50 0.50 3.833 A

A-D 133.00 33.25 133.00 10.00 356.54 0.373 0.33 0.33 9.024 A

D-

ABC184.00 46.00 184.00 0.00 420.57 0.438 0.77 0.77 15.216 C

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 188.00 0.00 532.09 0.353 0.54 0.54 10.461 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD263.00 65.75 262.94 0.00 353.74 0.743 2.80 2.82 39.424 E

A-BC 284.00 71.00 284.00 10.00 1224.35 0.232 0.50 0.50 3.833 A

A-D 133.00 33.25 133.00 10.00 356.54 0.373 0.33 0.33 9.024 A

D-

ABC184.00 46.00 184.00 0.00 420.57 0.438 0.77 0.77 15.216 C

C-D 13.00 3.25 13.00 0.00 - - - - - -

C-A 433.00 108.25 433.00 0.00 - - - - - -

C-B 188.00 47.00 188.00 0.00 532.09 0.353 0.54 0.54 10.461 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

20

Queueing Delay Results for each time segment

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD30.84 2.06 32.694 D C

A-BC 7.11 0.47 3.816 A A

A-D 4.71 0.31 8.964 A A

D-

ABC10.45 0.70 14.779 B B

C-D - - - - -

C-A - - - - -

C-B 7.61 0.51 10.310 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD38.90 2.59 38.589 E D

A-BC 7.40 0.49 3.833 A A

A-D 4.97 0.33 9.025 A A

D-

ABC11.40 0.76 15.201 C B

C-D - - - - -

C-A - - - - -

C-B 8.08 0.54 10.459 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD40.66 2.71 39.084 E D

A-BC 7.42 0.49 3.833 A A

A-D 4.98 0.33 9.025 A A

D-

ABC11.52 0.77 15.207 C B

C-D - - - - -

C-A - - - - -

C-B 8.13 0.54 10.461 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.44 2.76 39.268 E D

A-BC 7.43 0.50 3.833 A A

A-D 4.99 0.33 9.025 A A

D-

ABC11.56 0.77 15.213 C B

C-D - - - - -

C-A - - - - -

C-B 8.15 0.54 10.461 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

21

Queueing Delay results: (09:00-09:15)

Queueing Delay results: (09:15-09:30)

(Default Analysis Set) - 2023 Base+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.87 2.79 39.365 E D

A-BC 7.43 0.50 3.833 A A

A-D 4.99 0.33 9.024 A A

D-

ABC11.59 0.77 15.216 C B

C-D - - - - -

C-A - - - - -

C-B 8.16 0.54 10.461 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD42.16 2.81 39.424 E D

A-BC 7.43 0.50 3.833 A A

A-D 4.99 0.33 9.024 A A

D-

ABC11.60 0.77 15.216 C B

C-D - - - - -

C-A - - - - -

C-B 8.17 0.54 10.461 B B

NameRoundabout

Capacity ModelDescription

Include In

Report

Use Specific

Demand Set(s)

Specific

Demand Set

(s)

Locked

Network Flow

Scaling Factor

(%)

Network Capacity

Scaling Factor (%)

Reason For

Scaling

Factors

(Default

Analysis Set)N/A   ü       100.000 100.000  

NameScenario

Name

Time

Period

Name

Description

Traffic

Profile

Type

Model

Start

Time

(HH:mm)

Model

Finish

Time

(HH:mm)

Model

Time

Period

Length

(min)

Time

Segment

Length

(min)

Results

For

Central

Hour

Only

Single

Time

Segment

Only

LockedRun

Automatically

Use

RelationshipRelat

2023

Base+Dev,

PM

2023

Base+DevPM   DIRECT 17:00 18:30 90 15       ü  

Junction Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS

1 (untitled) Crossroads Two-way A,B,C,D   19.09 C

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

22

Junction Network Options

Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Pelican/ Puffin Crossings

Driving Side Lighting

Left Normal/unknown

Arm Arm Name Description Arm Type

A A Camp Hill Road   Major

B B Bucks Hill   Minor

C C Coleshill Road   Major

D D Victoria Road   Minor

ArmWidth of

carriageway (m)

Has kerbed central

reserve

Width of kerbed central

reserve (m)

Has right

turn bay

Width For Right

Turn (m)

Visibility For Right

Turn (m)Blocks?

Blocking Queue

(PCU)

A 7.50   0.00   2.20 200.00    

C 7.50   0.00   2.20 120.00    

Arm

Minor

Arm

Type

Lane

Width

(m)

Lane

Width

(Left) (m)

Lane

Width

(Right) (m)

Width at

give-way

(m)

Width at

5m (m)

Width at

10m (m)

Width at

15m (m)

Width at

20m (m)

Estimate

Flare

Length

Flare

Length

(PCU)

Visibility To

Left (m)

Visibility To

Right (m)

BOne

lane3.20                   30 20

DOne

lane3.20                   40 20

Arm Crossing Type

A Puffin

B None

C None

D None

ArmAmber time

preceding red (s)

Amber time

regarded as green

(s)

Time from traffic red

start to green man start

(s)

Time period green

man shown (s)

Clearance

Period (s)

Traffic minimum

green (s)

Space between crossing

and junction entry (PCU)

A 3.00 2.90 1.00 6.00 6.00 7.00 10.00

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

23

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Pedestrian Flows

General Flows Data

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-C

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-A

Slope

for

D-B

Slope

for

D-C

1 A-D 689.785 - - - - - - 0.250 0.357 0.250 - - -

1 B-A 507.092 0.086 0.218 0.218 - - - 0.137 0.312 - 0.218 0.218 0.109

1 B-C 649.273 0.093 0.235 - - - - - - - - - -

1 B-D, nearside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 B-D, offside lane 507.092 0.086 0.218 0.218 - - - 0.137 0.312 0.137 - - -

1 C-B 643.457 0.233 0.233 0.333 - - - - - - - - -

1 D-A 649.273 - - - - - - 0.235 - 0.093 - - -

1 D-B, nearside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-B, offside lane 510.370 0.138 0.138 0.314 - - - 0.220 0.220 0.087 - - -

1 D-C 510.370 - 0.138 0.314 0.110 0.220 0.220 0.220 0.220 0.087 - - -

Default

Vehicle

Mix

Vehicle

Mix Varies

Over Time

Vehicle

Mix Varies

Over Turn

Vehicle

Mix Varies

Over Entry

Vehicle Mix

Source

PCU

Factor

for a HV

(PCU)

Default

Turning

Proportions

Estimate

from

entry/exit

counts

Turning

Proportions

Vary Over Time

Turning

Proportions

Vary Over Turn

Turning

Proportions

Vary Over Entry

    ü üHV

Percentages2.00       ü ü

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%)

A DIRECT   N/A 100.000

B DIRECT   N/A 100.000

C DIRECT   N/A 100.000

D DIRECT   N/A 100.000

Arm Profile Type Average Pedestrian Flow (Ped/hr)

A DIRECT N/A

B - N/A

C - N/A

D - N/A

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

24

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

  To

From

   A   B   C   D 

 A  0.000 148.000 292.000 81.000

 B  80.000 0.000 126.000 98.000

 C  277.000 193.000 0.000 4.000

 D  60.000 58.000 23.000 0.000

  To

From

   A   B   C   D 

 A  0.00 0.28 0.56 0.16

 B  0.26 0.00 0.41 0.32

 C  0.58 0.41 0.00 0.01

 D  0.43 0.41 0.16 0.00

  To

From

   A   B   C   D 

 A  1.000 1.000 1.000 1.000

 B  1.000 1.000 1.000 1.000

 C  1.000 1.000 1.000 1.000

 D  1.000 1.000 1.000 1.000

  To

From

   A   B   C   D 

 A  0.0 0.0 0.0 0.0

 B  0.0 0.0 0.0 0.0

 C  0.0 0.0 0.0 0.0

 D  0.0 0.0 0.0 0.0

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

25

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (17:00-17:15)

Main results: (17:15-17:30)

StreamMax

RFC

Max

Delay

(s)

Max

Queue

(PCU)

Max

LOS

Average

Demand

(PCU/hr)

Total

Junction

Arrivals

(PCU)

Total

Queueing

Delay (PCU-

min)

Average

Queueing

Delay (s)

Rate Of

Queueing Delay

(PCU-min/min)

Inclusive Total

Queueing Delay

(PCU-min)

Inclusive

Average

Queueing Delay

(s)

B-

ACD0.82 51.86 4.24 F 304.00 456.00 344.04 45.27 3.82 345.49 45.46

A-BC 0.30 3.46 0.74 A 440.00 660.00 65.60 5.96 0.73 65.61 5.96

A-D 0.35 7.13 0.16 A 81.00 121.50 14.28 7.05 0.16 14.29 7.06

D-

ABC0.37 14.79 0.58 B 141.00 211.50 50.83 14.42 0.56 50.86 14.43

C-D - - - - 4.00 6.00 - - - - -

C-A - - - - 277.00 415.50 - - - - -

C-B 0.38 11.25 0.60 B 193.00 289.50 53.23 11.03 0.59 53.25 11.04

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 290.12 0.00 373.71 0.813 0.00 3.47 38.447 E

A-BC 440.00 110.00 437.08 10.00 1484.09 0.296 0.00 0.73 3.436 A

A-D 81.00 20.25 80.36 10.00 232.85 0.348 0.00 0.16 7.088 A

D-

ABC141.00 35.25 138.76 0.00 386.35 0.365 0.00 0.56 14.416 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 190.64 0.00 513.95 0.376 0.00 0.59 11.058 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 302.36 0.00 372.16 0.817 3.47 3.88 49.238 E

A-BC 440.00 110.00 439.99 10.00 1484.16 0.296 0.73 0.73 3.457 A

A-D 81.00 20.25 81.00 10.00 233.54 0.347 0.16 0.16 7.129 A

D-

ABC141.00 35.25 140.96 0.00 384.57 0.367 0.56 0.57 14.773 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 192.97 0.00 513.06 0.376 0.59 0.60 11.245 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

26

Main results: (17:30-17:45)

Main results: (17:45-18:00)

Main results: (18:00-18:15)

Main results: (18:15-18:30)

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 303.33 0.00 372.14 0.817 3.88 4.05 50.693 F

A-BC 440.00 110.00 440.00 10.00 1484.16 0.296 0.73 0.73 3.455 A

A-D 81.00 20.25 81.00 10.00 233.54 0.347 0.16 0.16 7.129 A

D-

ABC141.00 35.25 140.99 0.00 384.46 0.367 0.57 0.57 14.782 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 192.99 0.00 513.06 0.376 0.60 0.60 11.247 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 303.63 0.00 372.14 0.817 4.05 4.14 51.305 F

A-BC 440.00 110.00 440.00 10.00 1484.16 0.296 0.73 0.73 3.455 A

A-D 81.00 20.25 81.00 10.00 233.54 0.347 0.16 0.16 7.129 A

D-

ABC141.00 35.25 140.99 0.00 384.42 0.367 0.57 0.58 14.788 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 193.00 0.00 513.06 0.376 0.60 0.60 11.247 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 303.77 0.00 372.14 0.817 4.14 4.20 51.645 F

A-BC 440.00 110.00 440.00 10.00 1484.16 0.296 0.73 0.73 3.455 A

A-D 81.00 20.25 81.00 10.00 233.54 0.347 0.16 0.16 7.129 A

D-

ABC141.00 35.25 141.00 0.00 384.40 0.367 0.58 0.58 14.789 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 193.00 0.00 513.06 0.376 0.60 0.60 11.247 B

StreamTotal Demand

(PCU/hr)

Junction Arrivals

(PCU)

Entry Flow

(PCU/hr)

Pedestrian Demand

(Ped/hr)

Capacity

(PCU/hr)RFC

Start Queue

(PCU)

End Queue

(PCU)

Delay

(s)LOS

B-

ACD304.00 76.00 303.84 0.00 372.13 0.817 4.20 4.24 51.860 F

A-BC 440.00 110.00 440.00 10.00 1484.16 0.296 0.73 0.74 3.457 A

A-D 81.00 20.25 81.00 10.00 233.54 0.347 0.16 0.16 7.129 A

D-

ABC141.00 35.25 141.00 0.00 384.38 0.367 0.58 0.58 14.790 B

C-D 4.00 1.00 4.00 0.00 - - - - - -

C-A 277.00 69.25 277.00 0.00 - - - - - -

C-B 193.00 48.25 193.00 0.00 513.05 0.376 0.60 0.60 11.247 B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

27

Queueing Delay Results for each time segment

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD41.29 2.75 38.447 E D

A-BC 10.56 0.70 3.436 A A

A-D 2.29 0.15 7.088 A A

D-

ABC7.84 0.52 14.416 B B

C-D - - - - -

C-A - - - - -

C-B 8.34 0.56 11.058 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD55.70 3.71 49.238 E D

A-BC 10.97 0.73 3.457 A A

A-D 2.39 0.16 7.129 A A

D-

ABC8.50 0.57 14.773 B B

C-D - - - - -

C-A - - - - -

C-B 8.91 0.59 11.245 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD59.63 3.98 50.693 F D

A-BC 11.00 0.73 3.455 A A

A-D 2.40 0.16 7.129 A A

D-

ABC8.59 0.57 14.782 B B

C-D - - - - -

C-A - - - - -

C-B 8.97 0.60 11.247 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD61.50 4.10 51.305 F D

A-BC 11.01 0.73 3.455 A A

A-D 2.40 0.16 7.129 A A

D-

ABC8.62 0.57 14.788 B B

C-D - - - - -

C-A - - - - -

C-B 8.99 0.60 11.247 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

28

Queueing Delay results: (18:00-18:15)

Queueing Delay results: (18:15-18:30)

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD62.60 4.17 51.645 F D

A-BC 11.02 0.73 3.455 A A

A-D 2.40 0.16 7.129 A A

D-

ABC8.64 0.58 14.789 B B

C-D - - - - -

C-A - - - - -

C-B 9.00 0.60 11.247 B B

StreamQueueing Total Delay (PCU-

min)

Queueing Rate Of Delay (PCU-

min/min)

Average Delay Per Arriving

Vehicle (s)

Unsignalised Level Of

Service

Signalised Level Of

Service

B-

ACD63.33 4.22 51.860 F D

A-BC 11.03 0.74 3.457 A A

A-D 2.40 0.16 7.129 A A

D-

ABC8.65 0.58 14.790 B B

C-D - - - - -

C-A - - - - -

C-B 9.01 0.60 11.247 B B

Generated on 16/09/2014 17:12:17 using Junctions 8 (8.0.4.487)

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