Buckingham Town Centre Modelling Report

VALP Modelling

Buckinghamshire County Council

Buckingham Town Centre Modelling Report

CE01 | 3

24 May 2019

BCC

Buckingha m Town C ent re Mod elling Re por t

Buckingha mshi re Co unty C oun cil


CE01 1

VALP Modelling

Project No: BRJ10150

Document Title: Buckingham Town Centre Modelling Report

Document No.: CE01

Revision: 3

Date: 24 May 2019

Client Name: Buckinghamshire County Council

Client No: BCC

Project Manager: Mily Parveen

Author: Romanos Siatitsas

File Name: M:\Transport Modelling\BRJ10150 VALP Model Runs\Technical

Work\Reports\Buckingham Town Centre\Buckingham Modelling Report- VALP -

v1.4.docx

Jacobs U.K. Limited

NONE

www.jacobs.com

© Copyright 2019 Jacobs U.K. Limited. The concepts and information contained in this document are the property of Jacobs. Use or copying of this

document in whole or in part without the written permission of Jacobs constitutes an infringement of copyright.

Limitation: This document has been prepared on behalf of, and for the exclusive use of Jacobs’ client, and is subject to, and issued in accordance with, the

provisions of the contract between Jacobs and the client. Jacobs accepts no liability or responsibility whatsoever for, or in respect of, any use of, or reliance

upon, this document by any third party.

Document history and status

Revision Date Description By Review Approved

1 28/02/2019 Buckingham Town Centre Modelling Report RS TW MP

2 03/04/2019 Buckingham Town Centre Modelling Report v1 RS MP MP

3 24/05/2019 Buckingham Town Centre Modelling Report v2 RS/TP MP MP


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Contents

1. Introduction ..................................................................................................................................3

1.1 Overview ........................................................................................................................................3

1.2 Scope of Work ...............................................................................................................................3

1.3 Structure of report ..........................................................................................................................4

2. Modelling Methodology ...............................................................................................................5

2.1 Buckingham Town Centre Model Development ..............................................................................5

2.2 Scenarios Tested ...........................................................................................................................5

2.3 Forecast Traffic Flows ....................................................................................................................6

2.3.1 Do Minimum scenario.....................................................................................................................6

2.3.2 Do something scenarios .................................................................................................................8

3. Modelling Results ...................................................................................................................... 18

3.1 Junction modelling ....................................................................................................................... 18

3.2 Junction Assessment Results ....................................................................................................... 19

3.2.1 Moreton Road / Stratford Road (A422) / Market Square junction: .................................................. 20

3.2.2 Bridge Street / West Street (A422) / Market Square junction: ........................................................ 20

4. Summary and conclusions ........................................................................................................ 22

Appendix A. Traffic Flows

Appendix B. Modelling Detailed Outputs


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1. Introduction

1.1 Overview

Jacobs is framework consultant to the Transport for Buckinghamshire Alliance (TfB) between Ringway Jacobs

and Buckinghamshire County Council (BCC). Under the terms of this contract, Jacobs is commissioned to

undertake transport planning, modelling and appraisal projects on behalf of BCC.

Jacobs has previously been commissioned to undertake transport modelling assessments of the impacts of

Local Plan developments in Buckinghamshire. Work on the first, second and third phase of the Countywide

Local Plan Modelling project, which used a strategic transport model of Buckinghamshire, was undertaken and

completed as part of that commission. Further details of this work can be found in the Phase One Forecast

Modelling Report1, the Phase Two Forecast Modelling Report2 and the Phase 3 Technical Note3.

Following the Vale of Aylesbury Local Plan (VALP) Examination in Public (EiP), Buckinghamshire County

Council (BCC) and Aylesbury Vale District Council (AVDC) have asked Jacobs to undertake further modelling

using updated Aylesbury and Countywide strategic models, as well as local junction models of Buckingham, in

order to assess the impacts of the Local Plan in more detail.

This report details the impacts of the proposed developments in Buckingham Town Centre and demonstrates

whether a reduced amount of development at BUC051 may be feasible (DS2) without the need for Western

Relief Road or other mitigation measures to take traffic out of Buckingham town centre. The report uses an

existing two junction model, known as the Buckingham Town Centre Model.

This model includes the Bridge Street/West Street/Market Square roundabout and the Moreton Road/Stratford

Road/Market Square roundabout. The Buckingham Town Centre model was developed from outputs used in a

transport assessment and Jacobs used this information to create the model using Junctions 9 software.

Originally the model was validated using 2015 survey data. It was previously agreed by BCC that this model is

fit for purpose for this assessment.

1.2 Scope of Work

The scope of the project can be summarised as:

• Confirm the development quanta for assessment

• Recreate Buckingham Town Centre models using Junctions 9 software and the previous model outputs

received from BCC

• Calculate forecast demand flows for the required forecast scenarios

• Run junction models using forecast demand flows for respective forecast scenarios

• Produce a summary report of the key findings based on the model outputs

The following scenarios were assessed:

• 2033 Do Minimum – including development commitments only

• 2033 Do Something – including development commitments and local plan development

• 2033 Do Something 2 with demand at the BUC051 (land off Brackley Road, Buckingham) development

reduced on the basis of changing from 300 dwellings to 125.

1 Jacobs. 2016. Countywide Local Plan Modelling: Forecast Modelling Report Phase 1. 2 Jacobs. 2017. Countywide Local Plan Modelling: Forecast Modelling Report Phase 2. 3 Jacobs 2017. Countywide Local Plan Modelling: Forecast Modelling Technical Note 3


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1.3 Structure of report

The structure of this report is as follows:

• Chapter 1: Introduction – Outlines the background and scope of the work.

• Chapter 2. Modelling methodology – Describes the development of the forecast scenarios tested.

• Chapter 3. Modelling Results – Presents the results of modelling work for each scenario.

• Chapter 4: Summary and Conclusions – Summarises the results of the modelling work.


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2. Modelling Methodology

2.1 Buckingham Town Centre Model Development

A model of Buckingham Town Centre was generated using the output data from an existing local model and was essentially a model of two linked roundabouts located in Buckingham Town Centre:

• the Bridge Street/West Street/Market Square roundabout, and

• the Moreton Road/Stratford Road/Market Square roundabout.

Figure 2-1: Buckingham Town Centre Roundabouts

The model also includes the zebra crossing east of Moreton Road and the pelican crossing between the two roundabouts. The time periods included in the model were an AM peak and a PM peak, and the base year was 2015. The output data provided allowed the models, including the traffic flows through the roundabouts, to be recreated for the purposes of the Local Plan assessment.

2.2 Scenarios Tested

The scenarios assessed as part of this work were the following:

• 2033 Do minimum (DM) – including development commitments only

• 2033 Do something (DS) – including development commitments and non-committed local plan development, including the land off Brackley Road development with 300 dwellings

• 2033 Do Something 2 (DS2) - with demand at the BUC051 (land off Brackley Road Buckingham) development reduced on the basis of changing from 300 dwellings to 125.

As shown in Table 2-1, the Do Something scenarios will include development at the following local plan

allocations, in addition to the development in the Do Minimum scenario:

Brackley Road


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Development Number of dwellings

Code Location Do Something Do Something 2

MM006 Manor Park Maids Moreton 170 170

BUC043 Moreton Road 130 130

BUC046 Osier Way south of Bypass 420 420

BUC051 Land off Brackley Road 300 125

Table 2-1: Development assumptions in addition to DM

The approximate location of these developments on a map are shown in Figure 2-2 below.

Figure 2-2: Development locations

2.3 Forecast Traffic Flows

2.3.1 Do Minimum scenario

The forecast traffic flows are calculated by applying growth to the Base Year flows (which are available from the data provided by BCC). The forecast traffic growth is derived based on the existing Countywide Base Year 2013 and Forecast Year 2033 Do Minimum (phase 3 work). However, the Town Centre model has a 2015 base year, and the Countywide model has a 2013 base year. Therefore, the growth from the Countywide model was applied pro-rata to forecast forward from 2015 rather than 2013. The growth factors calculation used for the forecast DM scenario entry links are summarised in Table 2-2 below. Table 2-3 shows the Buckingham Town centre junction Forecast Year flows derived from 2015 Base Year flows


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by applying growth factors.

Entry Link Peak Hour 2013 (existing

from CW)

2015 (produced

from CW)

2033 (existing

from CW)

Growth factor

(2015 to 2033)

West Street AM 514.00 542.20 796.00 1.47

PM 489.00 501.80 617.00 1.23

Moreton Road AM 255.00 260.40 309.00 1.19

PM 170.00 173.30 203.00 1.17

Stratford AM 690.00 719.50 985.00 1.37

PM 697.00 721.60 943.00 1.31

Bridge Street AM 591.00 587.60 557.00 0.95

PM 600.00 603.40 634.00 1.05

Average Growth AM - - - 1.24

PM - - - 1.19

Table 2-2: Growth factors for the forecast DM scenario entry links

Entry Link Peak Hour

Base Year

2015

Growth factor

(2015 to 2033)

Forecast Year

2033

West Street AM 604 1.47 886

PM 511 1.23 628

Moreton Road AM 403 1.19 479

PM 349 1.17 409

Stratford AM 508 1.37 696

PM 531 1.31 694

Bridge Street AM 493 0.95 468

PM 484 1.05 508

Table 2-3: Buckingham Town Centre Model Flows


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Figure 2-3: Buckingham Town Centre Model Entry Links

Finally, it is assumed that the proportions of vehicles exiting Market Square through the two junctions in forecast ‘Do Minimum’ scenario are the same as in Base Model.

2.3.2 Do something scenarios

The flows for the forecast ‘Do something’ scenario were calculated by identifying trip generation and trip routing for the proposed non-committed local plan developments (as defined by AVDC), as detailed in Table 2-1. Trip generation was based on the following Transport Assessments (TA):

• Land off Walnut Drive and Foscote Road, Maids Moreton, Buckinghamshire (February 2017) - used for MM006 Manor Park Maids Moreton and also for BUC043 Moreton Road Developments (as agreed with Buckinghamshire County Council)

• Land off Osier Way, Buckingham (September 2016) - used for BUC046 Osier Way south of Bypass Development

• Land at Tingewick Road, Buckingham, Environmental Statement (2015) - used for BUC051 Land off Brackley Road Development

For the ‘Do something 2’ scenario, the flows were proportionately adjusted to reflect the lower amount of development at site BUC051 (from 300 dwellings to 125). The forecast trip rates and trip generation derived from these TA and used for the calculations are summarised in Table 2-4 below:

Development Peak

Hour

Trip Rates Trip Generation (DS1) Trip Generation (DS2)

In Out Total In Out Total In Out Total

Manor Park

Maids Moreton

(MM006)

AM 0.205 0.385 0.590 35 65 100 35 65 100

PM 0.252 0.200 0.452 43 34 77 43 34 77


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Moreton Road

(BUC043)

AM 0.205 0.385 0.590 27 50 77 27 50 77

PM 0.252 0.200 0.452 33 26 59 33 26 59

Osier Way south

of Bypass

(BUC046)

AM 0.119 0.395 0.514 50 166 216 50 166 216

PM 0.374 0.202 0.576 157 85 242 157 85 242

Land off

Brackley Road

(BUC051)

AM 0.153 0.427 0.580 46 128 174 19 53 73

PM 0.396 0.238 0.634 119 71 190 50 30 79

Table 2-4: Trip generation for Local Plan developments

Trip routing is based on an appropriate ‘donor’ zone from the Countywide model. A “donor zone” is used to duplicate distribution of a development zone from the distribution of a base year zone of the Countywide model in close proximity to the development zone. A donor zone has similar land use characteristics as the development. For example, a development zone that contains a residential development, should use a donor zone containing housing only. For example, trip routing for Moreton Road (BUC043) development, based on a donor zone trip distribution from the Countywide model is shown in figures Figure 2-4 to Figure 2-7 below:

Figure 2-4: Moreton Road donor zone Origin Trip Distribution (AM Peak)

Town centre

junctions


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Figure 2-5: Moreton Road donor zone Destination Trip Distribution (AM Peak)

Figure 2-6: Moreton Road donor zone Origin Trip Distribution (PM Peak)

Town centre

junctions


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Figure 2-7: Moreton Road donor zone Destination Trip Distribution (PM Peak)

The resulting traffic flows from the Do Something development which travel through the area covered by the Town Centre Model were then added to the ‘Do Minimum’ traffic flows. The traffic flows for the Base Year 2015, Forecast Year 2033 Do Minimum, Do Something and Do Something 2 are presented below in figures Figure 2-8 to Figure 2-15. Also differences in flows between Do Something/Do Something 2 and Do Minimum are also shown in figures Figure 2-16 to Figure 2-19. The traffic flows emerging from each development individually and their totals can be found in Appendix A.


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Figure 2-8: Traffic Flows Base Year 2015 (AM Peak)

Figure 2-9: Traffic Flows Base Year 2015 (PM Peak)

298 105

157

497

45

463

398

206

380

378

200 293

Moreton Road

West Street

Bridge Street

251 98

216

436 67

464

292

219

364

338

167 317

Moreton Road

West Street

Bridge Street


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Figure 2-10: Traffic Flows Forecast Year 2033 Do Minimum (AM Peak)

Figure 2-11: Traffic Flows Forecast Year 2033 Do Minimum (PM Peak)

354 125

207

655

62

634

584

302

495

492

190 278

West Street

Bridge Street

Moreton Road

294 115

229

463

88

606

359

269

467

434

175 333

West Street

Bridge Street

Moreton Road


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Figure 2-12: Traffic Flows Forecast Year 2033 Do Something (AM Peak)

Figure 2-13: Traffic Flows Forecast Year 2033 Do Something (PM Peak)

381 131

223

674

63

645

610

340

511

516

202 287

Moreton Road

West Street

Bridge Street

303 116

245

470

92

635

367

294

495

442

222 348

Moreton Road

West Street

Bridge Street


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Figure 2-14: Traffic Flows Forecast Year 2033 Do Something 2 (AM Peak)

Figure 2-15: Traffic Flows Forecast Year 2033 Do Something 2 (PM Peak)

381 131

223

666

63

639

603

318

505

516

195 287

Moreton Road

West Street

Bridge Street

303 116

245

467

92

621

364

280

481

442

195 348

Moreton Road

West Street

Bridge Street


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Figure 2-16: Flow difference DS vs DM (AM Peak)

Figure 2-17: Flow difference DS vs DM (PM Peak)

28 6

16

19

1

11

26

38

16

24

13 9

Moreton Road

West Street

Bridge Street

9 1

16

7

4

28

8

25

28

9

47 15

Moreton Road

West Street

Bridge Street


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Figure 2-18: Flow difference DS2 vs DM (AM Peak)

Figure 2-19: Flow difference DS2 vs DM (PM Peak)

Traffic flows increase in all entry links in the 2033 Do Minimum scenario compared to Base case, by

approximately 25%. There is an additional increment in flows, equivalent to around 3%, in the Do Something

scenario compared to the Do Minimum, due to the inclusion of local plan developments. In Do Something 2,

traffic flow increases are slightly lower due to an assumption of lower development quantum at Land off

Brackley Road.

28 6

16

11

1

5

18

16

10

24

5 9

Moreton Road

West Street

Bridge Street

9 1

16

4

4

15

5

10

14

9

19 15

Moreton Road

West Street

Bridge Street


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3. Modelling Results

3.1 Junction modelling

The analysis of the two assessed junctions was undertaken using the Transport Research Laboratory (TRL)

software, Junctions 9. The scenarios considered for assessment were the AM and PM peak hours modelled for

each scenario. The following sections sets out the results of a comparison of Ratio of Flow to Capacity (RFC)

between each scenario.

RFC is a metric commonly used in the assessment of congestion at junctions, which considers the ratio of traffic

volume to capacity for each turning movement. An RFC below 0.85 is generally considered to represent a

situation within capacity and is represented by green shading in the tables in section 3.2. An RFC between 0.85

and 1.00 indicates a junction operating at close to its capacity and is represented by orange shading in the

tables. Finally, an RFC exceeding 1.00 indicates where the junction is over capacity and is represented by red

shading in the tables below.

The layout of the two junctions, as used in the Junctions 9 software is shown in Figure 3-1 below.

Figure 3-1: Junctions Layout Diagram

1

A1 - Moreton Road

B2 - West Street

A2 - Bridge Street

2


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3.2 Junction Assessment Results

Tables Table 3-1 to Table 3-3 summarise the results of the Junctions 9 model runs for the two junctions in all

scenarios. The tables present the highest RFC value, volume of queuing, and delays, found across each

roundabout entry arm. The full Junctions 9 outputs can be found in Appendix B.

Junction Arm

AM PM

Base DM

2033 DS

2033 DS2 2033

Base DM

2033 DS

2033 DS2 2033

1. Moreton Road /

Stratford Road / Market Square

A1 - Moreton Road 0.72 0.91 0.97 0.97 0.61 0.75 0.75 0.75

B1 - Stratford Road 0.90 1.31 1.38 1.37 0.85 1.16 1.23 1.20

C1 - Market Square 0.87 0.87 0.88 0.88 0.74 0.81 0.79 0.81

2. Bridge Street / West Street /

Market Square

A2 - Bridge Street 0.99 1.00 1.04 1.02 0.99 1.13 1.28 1.21

B2 - West Street 0.94 1.36 1.45 1.41 0.88 1.09 1.14 1.12

C2 - Market Square 0.87 0.97 0.98 0.98 0.81 0.96 0.99 0.98

Table 3-1: Junction 1 and Junction 2 RFC performance summary (AM & PM Peak)

Junction Arm AM PM

Base DM

2033 DS

2033 DS2 2033

Base DM

2033 DS

2033 DS2 2033

1. Moreton Road /

Stratford Road / Market Square

A1 - Moreton Road 2 7 10 10 2 3 3 3

B1 - Stratford Road 7 147 174 168 5 60 94 81

C1 - Market Square 6 6 6 6 3 4 4 4

2. Bridge Street /

West Street / Market Square

A2 - Bridge Street 14 13 19 17 13 39 95 67

B2 - West Street 10 210 277 247 6 27 37 33

C2 - Market Square 6 12 16 15 4 15 18 16

Table 3-2: Junction 1 and Junction 2 queue (veh) summary (AM & PM Peak)

Junction Arm AM PM

Base DM

2033 DS

2033 DS2 2033

Base DM

2033 DS

2033 DS2 2033

1. Moreton Road / Stratford Road / Market Square

A1 - Moreton Road 22 49 66 67 14 21 20 21

B1 - Stratford Road 50 845 1021 987 33 336 505 445

C1 - Market Square 29 31 31 32 16 22 20 22

2. Bridge Street / West Street /

Market Square

A2 - Bridge Street 90 90 121 109 95 261 631 439

B2 - West Street 62 988 1311 1169 33 151 193 179

C2 - Market Square 27 54 72 65 19 65 81 73

Table 3-3: Junction 1 and Junction 2 delays (sec) summary (AM & PM Peak)

Overall, the RFC ratios in the 2033 DM are higher compared with those in the Base, as traffic flows increase by

around 22% by 2033 due to background and committed developments in Buckingham in both peaks. As

expected, with the inclusion of the local plan developments in the 2033 DS scenario, the RFC increases further

beyond those in the 2033 DM. However, the 2033 DS2 scenario presents slightly lower ratios due to inclusion of

reduced number of houses at Land off Brackley Road in both peaks. The model outputs also show that although

the increment in queues and delays corresponds to the increased RFC values in arms which operate within

capacity (RFC < 1.00), there is a disproportional increase in queues and delays in arms which exceed capacity

(RFC > 1.00). This can be explained through presenting these results in the context of a typical flow-delay

curve. Delays become very sensitive to even a small increase in flows when the junction is above capacity (RFC

> 1.00) and flows are on the ‘steep’ part of the flow-delay curve. An example flow-delay curve is shown in Figure

3-2 below.


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Figure 3-2: Example flow-delay curve

A detailed analysis of these junctions is described below:

3.2.1 Moreton Road / Stratford Road (A422) / Market Square junction:

• In the 2015 base year, this junction operates within capacity with some approaches, especially A422

approaches, exceeding an RFC of 0.85 in the AM peak. In the PM peak, only Stratford Road reaches an

RFC of 0.85. Queues and delays are relatively higher in the AM peak compared to the PM peak.

• In the 2033 DM, this junction exceeds its capacity due to the significant increase in flows on the A422

Stratford Road in both peaks (+37% in the AM and +31% in the PM). In the AM peak, this approach has an

RFC of 1.31 which results in significant queues and delays, approximately 14 minutes of delay. However,

delays and queues are comparatively lower in the PM peak.

• In the 2033 DS, this junction shows progressive RFC changes, with most of arms approaching or exceeding

the capacity due to the inclusion of the local plan developments in both peaks. Delays and queues also get

worse in the 2033 DS compared to the 2033 DM scenario, as expected.

• In the 2033 DS2, the junction operates over capacity, similar to the 2033 DS scenario, with a slight

improvement in operation including delays and queues.

3.2.2 Bridge Street / West Street (A422) / Market Square junction:

• In the 2015 Base Year, this junction operates within capacity with all approaches exceeding an RFC of 0.85

in the AM peak. In the PM peak, both Bridge Street and West Street approach indicate to have an RFC over

0.85. Queues and delays are relatively higher in the AM peak compared to the PM peak.

• In the 2033 DM, this junction exceeds its capacity due to the significant increase in flows on the A422 West

Street in both peaks (+47% in the AM and +23% in the PM). In the AM peak, most approaches show to have

an RFC over 1.00 which results in disproportionate increases of queues and delays compared to Base.

However, delays and queues are comparatively lower in the PM peak.

• In the 2033 DS, similar to Moreton Road / Stratford Road / Market Square junction, this junction also shows

progressive RFC changes, with most of arms approaching or exceeding the capacity due to the inclusion of

the local plan developments. In both AM and PM peak, Bridge Street and West Street show to have an RFC

over 1.00, while Market Square is approaching capacity (0.98). Delays and queues also get worse in the

2033 DS compared to the 2033 DM scenario, as expected.

Point at which

RFC exceeds

1.00

Even a small

increase in flows

when the network is

already above

capacity (RFC >

1.00) sees a

disproportionately

high increase in

delays.


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• In the 2033 DS2, the junction operates over capacity, similar to 2033 DS scenario, with a slight improvement

in operation including delays and queues.

The results indicate that the impact of development flows on the operational capacity of the roundabouts is

marginal when comparing against the 2033 DM scenario. However, both junctions are already operating over

capacity in the 2033 DM and therefore the additional marginal impact at these junctions in DS and DS2 is

unacceptable, even with a reduced quantum of development in DS2.


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4. Summary and conclusions

As requested by BCC, a Buckingham Town Centre Model was developed to assess the impacts of the proposed Local Plan developments on an already congested Buckingham Town Centre, and also to assess if a reduced amount of development at BUC051 would be feasible without mitigation measures to remove traffic from the town centre. In this model, two roundabouts were included and assessed: Bridge Street/West Street/Market Square roundabout and Moreton Road/Stratford Road/Market Square roundabout.

In the 2033 DM, both town centre junctions exceed their capacity due to the significant increase in flows on the A422 Stratford Road in both peaks which results in disproportionate increases in queues and delays compared to the Base. In the 2033 DS and DS2 scenarios, the marginal flow increases from the DM result in a proportional increase in RFC. The inclusion of non-committed local plan development causes a marginal increase in traffic flows in the 2033 DS and DS2 scenarios. Most arms in the these scenarios are approaching or exceeding capacity, therefore flows are on the ‘steep’ part of the flow-delay curve and queues and delays increase exponentially in comparison to the DM. For example, flows increase on the Stratford Road approach at Moreton Road / Stratford Road / Market Square junction by around 10 vehicles in the DS compared to the DM, which results in queue and delay increases by around 30 vehicles and 3 minutes during the AM peak.

In summary, both town centre junctions are already operating over capacity in the 2033 DM and therefore the

additional marginal impact at these junctions in the DS and DS2 scenarios is unacceptable, even with a reduced

quantum of development in DS2. In both DS and DS2 scenarios, appropriate mitigation measures would need

to be considered.


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Appendix A. Traffic Flows

Figure A 1: Traffic Flows Manor Park Maids Moreton Development (MM006) AM Peak

Figure A 2: Traffic Flows Manor Park Maids Moreton Development (MM006) PM Peak

14.6 3.5

4.6

0.0

0.6

0.0

0.2

0.0

2.7

12.3

0.0 4.4

West Street

Bridge Street

Moreton Road

3.7 0.5

8.3

0.0

2.5

0.0

1.2

0.0

0.9

2.8

0.0 7.1

West Street

Bridge Street

Moreton Road


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Figure A 3: Traffic Flows Osier Way south of Bypass (BUC046) AM Peak

Figure A 4: Traffic Flows Osier Way south of Bypass (BUC046) PM Peak

1.9 0.0

8.0

5.7

0.0

0.8

12.6

0.0

0.8

1.9

0.0 1.1

Moreton Road

West Street

Bridge Street

2.0 0.0

1.4

1.8

0.0

5.0

0.9

0.0

3.0

4.0

0.0 2.3

Moreton Road

West Street

Bridge Street


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Figure A 5: Traffic Flows Land off Brackley Road (BUC051) AM Peak – DS

Figure A 6: Traffic Flows Land off Brackley Road (BUC051) PM Peak – DS

0.0 0.0

0.0

13.2

0.0

10.4

13.2

37.7

10.4

0.0

12.5 0.0

Moreton Road

West Street

Bridge Street

0.0 0.0

0.0

4.9

0.0

23.3

4.9

24.6

23.3

0.0

46.7 0.0

Moreton Road

West Street

Bridge Street


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Figure A 7: Traffic Flows Land off Brackley Road (BUC051) AM Peak – DS2

Figure A 8: Traffic Flows Land off Brackley Road (BUC051) PM Peak – DS2

0.0 0.0

0.0

5.5

0.0

4.3

5.5

15.7

4.3

0.0

5.2 0.0

Moreton Road

West Street

Bridge Street

0.0 0.0

0.0

2.1

0.0

9.7

2.1

10.3

9.7

0.0

19.4 0.0

Moreton Road

West Street

Bridge Street


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Figure A 9: Traffic Flows Moreton Road (BUC043) AM Peak

Figure A 10: Traffic Flows Moreton Road (BUC043) PM Peak

11.3 2.7

3.5

0.0

0.4

0.0

0.1

0.0

2.1

9.5

0.0 3.4

Moreton Road

West Street

Bridge Street

2.8 0.4

6.3

0.0

1.9

0.0

0.9

0.0

0.7

2.2

0.0 5.4

Moreton Road

West Street

Bridge Street


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Appendix B. Modelling Detailed Outputs

Filename: Forecasted Model_AM R1.j9 Path: M:\Transport Modelling\B0000000 VALP Model Runs\Technical Work\Data\Buckingham\ARCADY models_updated Report generation date: 02/04/2019 15:39:34

»2015, AM »2033 DM, AM »2033 DS, AM »2033 DS2, AM

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.2.5947

© Copyright TRL Limited, 2017

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

+44 (0)1344 770558 [email protected] 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

Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)

1

mailto:[email protected]

https://www.trlsoftware.co.uk/

Summary of junction performance

AM

Queue (Veh) Delay (s) RFC LOS

2015

1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 2.4 21.52 0.72 C

1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 6.6 49.97 0.90 E

1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 5.5 28.50 0.87 D

2 - Bridge St / West St / Market Sq - 1 - Bridge Street 13.6 90.05 0.99 F

2 - Bridge St / West St / Market Sq - 2 - West Street 10.0 62.14 0.94 F

2 - Bridge St / West St / Market Sq - 3 - Market Square 5.7 26.70 0.87 D

2033 DM

1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 6.7 48.94 0.91 E

1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 147.1 844.61 1.31 F




2 - Bridge St / West St / Market Sq - 3 - Market Square 12.0 53.84 0.97 F

2033 DS

1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 10.0 65.62 0.97 F






2033 DS2

1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 10.3 67.40 0.97 F






There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.

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

File summary

Units

File Description

Title (untitled)

Location

Site number

Date 28/01/2019

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator JEGINTL\SahaD1

Description

Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units

m kph Veh Veh perMin s -Min perMin


2

The junction diagram reflects the last run of Junctions.

Analysis Options

Demand Set Summary

Analysis Set Details

Mini-roundabout model

Vehicle length (m)

Calculate Queue Percentiles

Calculate detailed queueing delay

Calculate residual capacity

RFC Threshold

Average Delay threshold (s)

Queue threshold (PCU)

JUNCTIONS 9 5.75 0.85 36.00 20.00

IDScenario

nameTime Period

nameTraffic profile

typeStart time (HH:mm)

Finish time (HH:mm)

Time period length (min)

Time segment length (min)

Run automatically

D1 2015 AM DIRECT 08:00 09:00 60 15 ü

D2 2033 DM AM DIRECT 08:00 09:00 60 15 ü

D3 2033 DS AM DIRECT 08:00 09:00 60 15 ü

D4 2033 DS2 AM DIRECT 08:00 09:00 60 15 ü

ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)

A1 ü 100.000 100.000


3

2015, AM

Data Errors and Warnings

Junction Network

Junctions

Junction Network Options

Arms

Arms

Mini Roundabout Geometry

Severity Area Item Description

Warning Pedestrian Crossing

1 - Moreton Rd /

Stratford Rd / Market

Sq - B - Stratford Road

- Pedestrian crossing

Pedestrian crossing uses default flow of 0. Is this correct?


1 - Moreton Rd /


Sq - C - Market Square




2 - Bridge St / West

St / Market Sq - 1 -

Bridge Street -

Pedestrian crossing


Junction Name Junction Type Arm order Junction Delay (s) Junction LOS

1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 33.53 D

2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 55.37 F

Driving side Lighting Road surface In London

Left Daylight Dry

Junction Arm Name Description

1 - Moreton Rd / Stratford Rd / Market Sq

A Moreton Road

B Stratford Road

C Market Square

2 - Bridge St / West St / Market Sq

1 Bridge Street

2 West Street

3 Market Square

Junction ArmApproach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare

length (m)

Distance to next arm (m)

Entry corner

kerb line distance

(m)

Gradient over 50m

(%)

Kerbed central island


A - Moreton Road 3.25 3.10 6.80 8.2 10.67 5.73 0.0

B - Stratford Road 3.72 3.38 3.80 3.9 13.63 14.30 0.0

C - Market Square 3.25 3.25 4.00 0.1 9.42 5.88 0.0


1 - Bridge Street 3.64 2.80 5.37 4.7 10.12 4.60 0.0

2 - West Street 2.77 2.77 5.36 3.9 13.03 13.03 0.0

3 - Market Square 4.50 3.40 7.49 11.1 10.50 8.70 0.0


4

Zebra Crossings

Pelican/Puffin Crossings

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details

Linked Arm Data

Demand overview (Traffic)

Junction ArmSpace between

crossing and junction entry (Zebra) (PCU)

Vehicles queueing on exit

(Zebra) (PCU)

Central Refuge

Crossing data type

Crossing length (m)

Crossing time (s)

1 - Moreton Rd / Stratford Rd / Market Sq B - Stratford Road 3.96 5.18 Distance 7.62 5.44

2 - Bridge St / West St / Market Sq 1 - Bridge Street 2.61 3.66 Distance 6.75 4.82

Junction Arm

Space between crossing and junction entry (Signalised)

(PCU)

Amber 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)

1 - Moreton Rd / Stratford Rd / Market Sq C - Market Square 12.74 3.00 2.90 1.00 6.00 6.00 7.00

Junction ArmEnter slope and intercept directly

Entered slope

Entered intercept (PCU/min)

Final slope

Final intercept (PCU/min)


A - Moreton Road ü 0.597 15.587 0.597 15.587

B - Stratford Road ü 0.584 12.804 0.584 12.804

C - Market Square ü 0.531 15.032 0.531 15.032


1 - Bridge Street ü 0.553 13.012 0.553 13.012

2 - West Street ü 0.563 14.158 0.563 14.158

3 - Market Square ü 0.632 17.981 0.632 17.981

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D1 2015 AM DIRECT 08:00 09:00 60 15 ü

Vehicle mix varies over time

Vehicle mix varies over turn

Vehicle mix varies over entry

Vehicle mix source

PCU Factor for a HV (PCU)

O-D data varies over time

ü ü ü HV Percentages 2.00 ü

Junction ArmFeeding Junction

Feeding Arm

Link Type

Flow source

Uniform flow (Veh/min)

Flow multiplier (%)

Internal storage space (PCU)

1 - Moreton Rd / Stratford Rd / Market Sq C - Market Square 2 3Queue

limitedNormal 0.00 100.00 29.00

2 - Bridge St / West St / Market Sq 3 - Market Square 1 CQueue


Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)


A - Moreton Road DIRECT ü 100.000

B - Stratford Road DIRECT ü 100.000

C - Market Square ü


1 - Bridge Street DIRECT ü 100.000

2 - West Street DIRECT ü 100.000

3 - Market Square ü


5

Demand overview (Pedestrians)

Origin-Destination Data

Junction Arm Profile type


A - Moreton Road

B - Stratford Road [DIRECT]

C - Market Square [DIRECT]


1 - Bridge Street [DIRECT]

2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.47 4.73

B - Stratford Road 0.80 0.00 7.73

C - Market Square 2.13 8.40 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.24 0.76



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.13 5.47



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.17 0.83



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.33 4.73



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.33 0.67



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.07 4.93



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.30 0.70



2 - Bridge St /

West St /

Market Sq

08:00 - 08:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.67 4.60

2 - West Street 3.13 0.00 7.00

3 - Market Square 5.80 6.47 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.44 0.56

2 - West Street 0.31 0.00 0.69

3 - Market Square 0.47 0.53 0.00


6

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.20 5.33

2 - West Street 4.20 0.00 6.00

3 - Market Square 7.20 6.40 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.38 0.62

2 - West Street 0.41 0.00 0.59

3 - Market Square 0.53 0.47 0.00

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.70 5.40

2 - West Street 3.13 0.00 7.27

3 - Market Square 6.40 6.47 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.41 0.59

2 - West Street 0.30 0.00 0.70

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.73 4.20

2 - West Street 3.27 0.00 6.27

3 - Market Square 5.73 6.00 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.39 0.61

2 - West Street 0.34 0.00 0.66

3 - Market Square 0.49 0.51 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15

Heavy Vehicle Percentages

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0 5 3

B - Stratford Road 17 0 0

C - Market Square 6 0 0

Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.045 1.028

B - Stratford Road 1.167 1.000 1.000

C - Market Square 1.063 1.000 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.059 1.012

B - Stratford Road 1.500 1.000 1.000

C - Market Square 1.116 1.033 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.000

B - Stratford Road 1.071 1.000 1.000

C - Market Square 1.107 1.023 1.000


7

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.041

B - Stratford Road 1.077 1.000 1.000

C - Market Square 1.000 1.058 1.000

2 - Bridge St /

West St /

Market Sq

08:00 - 08:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0 0 4

2 - West Street 4 0 0

3 - Market Square 3 1 0

Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.043

2 - West Street 1.043 1.000 1.000

3 - Market Square 1.034 1.010 1.000

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.075

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.037 1.052 1.000

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.036 1.049

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.031 1.000

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.032

2 - West Street 1.041 1.000 1.000

3 - Market Square 1.047 1.011 1.000


8

Detailed Demand Data

Demand for each time segment

Results

Results Summary for whole modelled period

Junction Arm Time Segment Demand (Veh/min) Demand in PCU (PCU/min) Pedestrian Demand (Ped/min)


A - Moreton Road

08:00-08:15 6.20 6.40

08:15-08:30 6.60 6.73

08:30-08:45 7.07 7.07

08:45-09:00 7.00 7.20

B - Stratford Road

08:00-08:15 8.53 8.67 0.00

08:15-08:30 8.40 8.60 0.00

08:30-08:45 8.27 8.33 0.00

08:45-09:00 8.67 8.73 0.00

C - Market Square

08:00-08:15 10.53 10.67 0.00

08:15-08:30 10.87 11.46 0.00

08:30-08:45 12.47 13.07 0.00

08:45-09:00 9.73 10.20 0.00


1 - Bridge Street

08:00-08:15 8.27 8.47 0.00

08:15-08:30 8.53 8.93 0.00

08:30-08:45 9.10 9.50 0.00

08:45-09:00 6.93 7.06 0.00

2 - West Street

08:00-08:15 10.13 10.26

08:15-08:30 10.20 10.20

08:30-08:45 10.40 10.40

08:45-09:00 9.54 9.67

3 - Market Square

08:00-08:15 12.27 12.53

08:15-08:30 13.60 14.20

08:30-08:45 12.87 13.20

08:45-09:00 11.73 12.07

Junction Arm Max RFC Max delay (s)Max Queue

(Veh)Max LOS

Average Demand

(Veh/min)

Total Junction Arrivals (Veh)


A - Moreton Road 0.72 21.52 2.4 C 6.72 403.00

B - Stratford Road 0.90 49.97 6.6 E 8.46 507.73

C - Market Square 0.87 28.50 5.5 D 11.21 672.45


1 - Bridge Street 0.99 90.05 13.6 F 8.21 492.42

2 - West Street 0.94 62.14 10.0 F 10.07 604.08

3 - Market Square 0.87 26.70 5.7 D 12.28 737.07


9

Main Results for each time segment

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)

Throughput (exit side) (Veh/min)

Startqueu(Veh)


A - Moreton Road 6.20 93.00 8.74 10.05 0.617 6.10 2.99 0.0

B - Stratford Road 8.53 127.99 4.65 0.00 9.86 0.866 8.20 10.18 0.0

C - Market Square 11.17 167.61 0.77 0.00 14.37 0.777 10.96 12.09 0.0


1 - Bridge Street 8.27 124.05 6.20 0.00 9.32 0.887 7.90 8.57 0.0

2 - West Street 10.13 151.95 4.39 11.43 0.887 9.74 9.71 0.0

3 - Market Square 11.96 179.44 3.01 15.66 0.764 11.76 11.13 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.60 99.00 8.04 10.42 0.633 6.59 3.27 1.5

B - Stratford Road 8.40 126.00 5.45 0.00 9.36 0.898 8.29 9.18 5.0

C - Market Square 10.91 163.69 0.41 0.00 13.96 0.783 10.90 13.34 3.2


1 - Bridge Street 8.53 127.95 5.97 0.00 9.12 0.936 8.34 10.79 5.5

2 - West Street 10.20 153.00 5.19 11.01 0.925 10.03 9.13 5.8

3 - Market Square 12.84 192.58 4.09 14.75 0.871 12.67 11.13 3.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.07 105.99 8.33 10.49 0.673 7.05 4.45 1.7

B - Stratford Road 8.27 123.99 4.74 0.00 9.94 0.830 8.32 10.64 6.5

C - Market Square 12.03 180.38 0.90 0.00 13.84 0.869 11.89 12.15 3.4


1 - Bridge Street 9.10 136.50 6.02 0.00 9.18 0.991 8.76 9.13 8.4

2 - West Street 10.40 156.00 5.22 11.07 0.939 10.28 9.56 8.3

3 - Market Square 11.85 177.70 3.15 15.57 0.760 11.99 12.34 5.6

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.00 105.00 8.86 9.72 0.721 6.97 2.84 2.0

B - Stratford Road 8.67 130.01 4.91 0.00 9.75 0.889 8.61 10.93 5.6

C - Market Square 10.71 160.66 0.87 0.00 13.88 0.772 10.84 12.65 5.5


1 - Bridge Street 6.93 103.95 6.37 0.00 9.25 0.747 7.60 9.41 13.5

2 - West Street 9.54 143.10 4.60 11.33 0.843 9.80 9.37 10.1

3 - Market Square 12.49 187.36 3.33 15.36 0.813 12.45 11.06 3.4


10

2033 DM, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing



1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 332.82 F



Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D2 2033 DM AM DIRECT 08:00 09:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















11





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.70 5.60


C - Market Square 2.80 11.10 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.23 0.77



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.34 6.49


C - Market Square 3.79 10.55 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.17 0.83



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.76 5.61


C - Market Square 4.92 11.51 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.33 0.67



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.46 5.85


C - Market Square 2.28 10.55 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.30 0.70



2 - Bridge St /

West St /

Market Sq

08:00 - 08:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.50 4.40

2 - West Street 4.60 0.00 10.30

3 - Market Square 7.60 8.40 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.44 0.56

2 - West Street 0.31 0.00 0.69

3 - Market Square 0.48 0.53 0.00


12

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.04 5.05

2 - West Street 6.17 0.00 8.81

3 - Market Square 9.41 8.34 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.38 0.62

2 - West Street 0.41 0.00 0.59

3 - Market Square 0.53 0.47 0.00

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.52 5.12

2 - West Street 4.60 0.00 10.67

3 - Market Square 8.36 8.43 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.41 0.59

2 - West Street 0.30 0.00 0.70

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.59 3.98

2 - West Street 4.80 0.00 9.20

3 - Market Square 7.49 7.81 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.39 0.61

2 - West Street 0.34 0.00 0.66

3 - Market Square 0.49 0.51 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.045 1.028

B - Stratford Road 1.167 1.000 1.000

C - Market Square 1.063 1.000 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.059 1.012

B - Stratford Road 1.500 1.000 1.000

C - Market Square 1.116 1.033 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.000

B - Stratford Road 1.071 1.000 1.000

C - Market Square 1.107 1.023 1.000


13

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.041

B - Stratford Road 1.077 1.000 1.000

C - Market Square 1.000 1.058 1.000

2 - Bridge St /

West St /

Market Sq

08:00 - 08:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.043

2 - West Street 1.043 1.000 1.000

3 - Market Square 1.034 1.010 1.000

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.075

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.037 1.052 1.000

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.036 1.049

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.031 1.000

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.032

2 - West Street 1.041 1.000 1.000

3 - Market Square 1.047 1.011 1.000


14



Results




A - Moreton Road

08:00-08:15 7.30 7.53

08:15-08:30 7.83 7.99

08:30-08:45 8.37 8.37

08:45-09:00 8.31 8.55

B - Stratford Road

08:00-08:15 11.70 11.88 0.00

08:15-08:30 11.50 11.78 0.00

08:30-08:45 11.31 11.40 0.00

08:45-09:00 11.87 11.96 0.00

C - Market Square

08:00-08:15 13.90 14.08 0.00

08:15-08:30 14.34 15.13 0.00

08:30-08:45 16.43 17.22 0.00

08:45-09:00 12.83 13.44 0.00


1 - Bridge Street

08:00-08:15 7.90 8.09 0.00

08:15-08:30 8.09 8.47 0.00

08:30-08:45 8.64 9.02 0.00

08:45-09:00 6.57 6.70 0.00

2 - West Street

08:00-08:15 14.90 15.10

08:15-08:30 14.98 14.98

08:30-08:45 15.27 15.27

08:45-09:00 14.00 14.20

3 - Market Square

08:00-08:15 16.00 16.34

08:15-08:30 17.75 18.53

08:30-08:45 16.79 17.23

08:45-09:00 15.30 15.74


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.91 48.94 6.7 E 7.95 477.18

B - Stratford Road 1.31 844.61 147.1 F 11.55 693.25

C - Market Square 0.87 31.10 5.9 D 11.83 709.82


1 - Bridge Street 1.00 90.22 13.1 F 7.80 467.97

2 - West Street 1.36 988.40 209.8 F 14.82 889.03

3 - Market Square 0.97 53.84 12.0 F 13.85 830.86


15


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.30 109.50 9.38 9.68 0.755 7.11 3.23 0.0

B - Stratford Road 11.70 175.50 5.46 0.00 9.38 1.247 9.14 11.04 0.0

C - Market Square 12.06 180.85 0.86 0.00 14.32 0.842 11.75 13.74 0.0


1 - Bridge Street 7.90 118.50 6.93 0.00 8.93 0.885 7.54 9.76 0.0

2 - West Street 14.90 223.50 4.20 11.54 1.291 11.33 10.27 0.0

3 - Market Square 13.60 204.03 3.50 15.35 0.886 13.19 12.03 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.83 117.45 8.53 10.13 0.773 7.80 3.56 2.8

B - Stratford Road 11.50 172.50 6.46 0.00 8.78 1.310 8.75 9.87 38.4

C - Market Square 11.57 173.59 0.52 0.00 13.90 0.834 11.56 14.69 4.6


1 - Bridge Street 8.09 121.35 6.49 0.00 8.84 0.916 7.96 11.47 5.4

2 - West Street 14.98 224.70 4.95 11.11 1.341 11.09 9.50 53.6

3 - Market Square 14.14 212.15 4.19 14.66 0.966 13.76 11.84 6.1

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.37 125.55 8.16 10.60 0.789 8.35 4.13 3.2

B - Stratford Road 11.31 169.65 5.63 0.00 9.31 1.198 9.25 10.87 79.4

C - Market Square 11.64 174.56 0.65 0.00 13.90 0.837 11.63 14.23 4.7


1 - Bridge Street 8.64 129.60 6.93 0.00 8.68 0.996 8.26 11.14 7.3

2 - West Street 15.27 229.05 4.91 11.25 1.357 11.25 10.28 111.7

3 - Market Square 13.87 208.03 4.21 14.91 0.929 13.86 11.95 11.9

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.31 124.65 9.81 9.14 0.910 8.10 3.19 3.5

B - Stratford Road 11.87 178.05 5.69 0.00 9.27 1.280 9.27 12.22 109.5

C - Market Square 12.05 180.70 1.02 0.00 13.80 0.873 11.98 13.95 4.8


1 - Bridge Street 6.57 98.55 7.08 0.00 8.85 0.740 7.22 10.30 13.0

2 - West Street 14.00 210.00 4.36 11.62 1.222 11.61 9.94 172.0

3 - Market Square 13.78 206.70 3.51 15.33 0.899 13.88 12.47 12.0


16

2033 DS, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing






Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D3 2033 DS AM DIRECT 08:00 09:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















17





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.80 6.10


C - Market Square 3.00 11.40 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.23 0.77



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.41 7.00


C - Market Square 4.08 10.85 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.17 0.83



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.90 6.06


C - Market Square 5.30 11.84 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.32 0.68



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.58 6.31


C - Market Square 2.46 10.85 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

08:00 - 08:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.70 4.50

2 - West Street 5.20 0.00 10.70

3 - Market Square 7.90 8.70 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.45 0.55

2 - West Street 0.33 0.00 0.67

3 - Market Square 0.48 0.52 0.00


18

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.24 5.22

2 - West Street 6.94 0.00 9.20

3 - Market Square 9.86 8.60 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.38 0.62

2 - West Street 0.43 0.00 0.57

3 - Market Square 0.53 0.47 0.00

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.75 5.28

2 - West Street 5.17 0.00 11.15

3 - Market Square 8.76 8.70 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.42 0.58

2 - West Street 0.32 0.00 0.68

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.77 4.11

2 - West Street 5.40 0.00 9.61

3 - Market Square 7.85 8.07 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.40 0.60

2 - West Street 0.36 0.00 0.64

3 - Market Square 0.49 0.51 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.045 1.028

B - Stratford Road 1.167 1.000 1.000

C - Market Square 1.063 1.000 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.059 1.012

B - Stratford Road 1.500 1.000 1.000

C - Market Square 1.116 1.033 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.000

B - Stratford Road 1.071 1.000 1.000

C - Market Square 1.107 1.023 1.000


19

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.041

B - Stratford Road 1.077 1.000 1.000

C - Market Square 1.000 1.058 1.000

2 - Bridge St /

West St /

Market Sq

08:00 - 08:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.043

2 - West Street 1.043 1.000 1.000

3 - Market Square 1.034 1.010 1.000

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.075

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.037 1.052 1.000

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.036 1.049

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.031 1.000

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.032

2 - West Street 1.041 1.000 1.000

3 - Market Square 1.047 1.011 1.000


20



Results




A - Moreton Road

08:00-08:15 7.90 8.15

08:15-08:30 8.41 8.58

08:30-08:45 8.96 8.96

08:45-09:00 8.89 9.15

B - Stratford Road

08:00-08:15 11.90 12.08 0.00

08:15-08:30 11.71 11.99 0.00

08:30-08:45 11.50 11.59 0.00

08:45-09:00 12.08 12.17 0.00

C - Market Square

08:00-08:15 14.40 14.59 0.00

08:15-08:30 14.93 15.76 0.00

08:30-08:45 17.14 17.98 0.00

08:45-09:00 13.31 13.94 0.00


1 - Bridge Street

08:00-08:15 8.20 8.39 0.00

08:15-08:30 8.46 8.85 0.00

08:30-08:45 9.03 9.42 0.00

08:45-09:00 6.88 7.01 0.00

2 - West Street

08:00-08:15 15.90 16.12

08:15-08:30 16.14 16.14

08:30-08:45 16.32 16.32

08:45-09:00 15.01 15.23

3 - Market Square

08:00-08:15 16.60 16.96

08:15-08:30 18.46 19.27

08:30-08:45 17.46 17.91

08:45-09:00 15.92 16.38


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.97 65.62 10.0 F 8.54 512.45


C - Market Square 0.88 30.71 5.9 D 11.69 701.39


1 - Bridge Street 1.04 121.21 19.2 F 8.14 488.51

2 - West Street 1.45 1310.99 277.2 F 15.87 952.24

3 - Market Square 0.98 72.15 16.1 F 14.08 844.50


21


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.90 118.50 9.20 9.78 0.807 7.66 3.24 0.0

B - Stratford Road 11.90 178.50 5.91 0.00 9.11 1.306 8.91 10.94 0.0

C - Market Square 11.91 178.58 0.82 0.00 14.33 0.831 11.62 14.00 0.0


1 - Bridge Street 8.20 123.00 7.01 0.00 8.88 0.923 7.75 10.08 0.0

2 - West Street 15.90 238.50 4.25 11.50 1.383 11.33 10.51 0.0

3 - Market Square 13.87 208.09 3.71 15.21 0.912 13.38 11.88 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.41 126.15 8.39 10.21 0.823 8.37 3.65 3.6

B - Stratford Road 11.71 175.65 6.95 0.00 8.49 1.379 8.47 9.81 44.8

C - Market Square 11.54 173.05 0.52 0.00 13.89 0.831 11.52 14.90 4.3


1 - Bridge Street 8.46 126.90 6.50 0.00 8.84 0.959 8.24 11.65 6.8

2 - West Street 16.14 242.10 5.05 11.03 1.454 11.01 9.69 68.5

3 - Market Square 14.36 215.35 4.26 14.61 0.983 13.90 11.81 7.3

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.96 134.40 7.78 10.83 0.827 8.94 4.04 4.2

B - Stratford Road 11.50 172.50 6.09 0.00 9.03 1.254 8.99 10.63 93.2

C - Market Square 11.23 168.47 0.57 0.00 13.93 0.806 11.24 14.51 4.5


1 - Bridge Street 9.03 135.45 6.95 0.00 8.67 1.042 8.44 11.71 10.1

2 - West Street 16.32 244.80 4.95 11.23 1.454 11.22 10.43 145.2

3 - Market Square 14.14 212.16 4.65 14.64 0.965 14.01 11.53 14.1

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.89 133.35 9.73 9.19 0.969 8.52 3.27 4.4

B - Stratford Road 12.08 181.20 6.04 0.00 9.06 1.332 9.06 12.22 130.2

C - Market Square 12.08 181.19 1.01 0.00 13.81 0.875 11.99 14.09 4.4


1 - Bridge Street 6.88 103.20 7.15 0.00 8.81 0.778 7.86 10.59 19.0

2 - West Street 15.01 225.15 4.68 11.43 1.332 11.43 10.33 221.7

3 - Market Square 13.93 208.95 3.62 15.26 0.913 14.12 12.49 16.1


22

2033 DS2, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing






Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D4 2033 DS2 AM DIRECT 08:00 09:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















23





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.80 6.10


C - Market Square 3.00 11.30 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.23 0.77



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.41 7.00


C - Market Square 4.08 10.73 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.17 0.83



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.90 6.06


C - Market Square 5.30 11.71 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.32 0.68



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.58 6.31


C - Market Square 2.46 10.73 0.00

Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

08:00 - 08:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.60 4.50

2 - West Street 4.80 0.00 10.60

3 - Market Square 7.90 8.60 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.44 0.56

2 - West Street 0.31 0.00 0.69

3 - Market Square 0.48 0.52 0.00


24

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.12 5.22

2 - West Street 6.49 0.00 9.08

3 - Market Square 9.86 8.50 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.37 0.63

2 - West Street 0.42 0.00 0.58

3 - Market Square 0.54 0.46 0.00

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.61 5.28

2 - West Street 4.83 0.00 11.01

3 - Market Square 8.76 8.60 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.41 0.59

2 - West Street 0.30 0.00 0.70

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.67 4.11

2 - West Street 5.05 0.00 9.49

3 - Market Square 7.85 7.97 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.39 0.61

2 - West Street 0.35 0.00 0.65

3 - Market Square 0.50 0.50 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:00 -

08:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.045 1.028

B - Stratford Road 1.167 1.000 1.000

C - Market Square 1.063 1.000 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:15 -

08:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.059 1.012

B - Stratford Road 1.500 1.000 1.000

C - Market Square 1.116 1.033 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:30 -

08:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.000

B - Stratford Road 1.071 1.000 1.000

C - Market Square 1.107 1.023 1.000


25

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 08:45 -

09:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.041

B - Stratford Road 1.077 1.000 1.000

C - Market Square 1.000 1.058 1.000

2 - Bridge St /

West St /

Market Sq

08:00 - 08:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.043

2 - West Street 1.043 1.000 1.000

3 - Market Square 1.034 1.010 1.000

2 - Bridge St /

West St /

Market Sq

08:15 - 08:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.075

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.037 1.052 1.000

2 - Bridge St /

West St /

Market Sq

08:30 - 08:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.036 1.049

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.031 1.000

2 - Bridge St /

West St /

Market Sq

08:45 - 09:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.032

2 - West Street 1.041 1.000 1.000

3 - Market Square 1.047 1.011 1.000


26



Results




A - Moreton Road

08:00-08:15 7.90 8.15

08:15-08:30 8.41 8.58

08:30-08:45 8.96 8.96

08:45-09:00 8.89 9.15

B - Stratford Road

08:00-08:15 11.80 11.98 0.00

08:15-08:30 11.60 11.88 0.00

08:30-08:45 11.41 11.50 0.00

08:45-09:00 11.98 12.07 0.00

C - Market Square

08:00-08:15 14.30 14.49 0.00

08:15-08:30 14.81 15.64 0.00

08:30-08:45 17.01 17.85 0.00

08:45-09:00 13.19 13.81 0.00


1 - Bridge Street

08:00-08:15 8.10 8.29 0.00

08:15-08:30 8.34 8.73 0.00

08:30-08:45 8.89 9.28 0.00

08:45-09:00 6.78 6.91 0.00

2 - West Street

08:00-08:15 15.40 15.61

08:15-08:30 15.57 15.57

08:30-08:45 15.84 15.84

08:45-09:00 14.54 14.75

3 - Market Square

08:00-08:15 16.50 16.85

08:15-08:30 18.36 19.17

08:30-08:45 17.36 17.81

08:45-09:00 15.82 16.28


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.97 67.40 10.3 F 8.54 512.45


C - Market Square 0.88 32.36 6.2 D 11.85 711.23


1 - Bridge Street 1.02 108.72 16.7 F 8.03 481.62

2 - West Street 1.41 1169.22 247.1 F 15.37 921.98

3 - Market Square 0.98 65.49 14.5 F 14.06 843.78


27


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.90 118.50 9.30 9.72 0.812 7.65 3.30 0.0

B - Stratford Road 11.80 177.00 5.91 0.00 9.11 1.295 8.91 11.05 0.0

C - Market Square 12.08 181.17 0.83 0.00 14.33 0.843 11.77 13.99 0.0


1 - Bridge Street 8.10 121.50 6.98 0.00 8.90 0.910 7.68 9.94 0.0

2 - West Street 15.40 231.00 4.27 11.50 1.339 11.31 10.39 0.0

3 - Market Square 13.86 207.84 3.53 15.33 0.904 13.39 12.05 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.41 126.15 8.45 10.17 0.826 8.37 3.71 3.7

B - Stratford Road 11.60 174.00 6.95 0.00 8.49 1.367 8.46 9.87 43.4

C - Market Square 11.65 174.82 0.52 0.00 13.89 0.840 11.64 14.90 4.6


1 - Bridge Street 8.34 125.10 6.47 0.00 8.85 0.944 8.16 11.60 6.3

2 - West Street 15.57 233.55 5.08 11.02 1.404 11.01 9.55 61.3

3 - Market Square 14.35 215.31 4.15 14.68 0.978 13.92 11.93 6.9

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.96 134.40 7.93 10.73 0.834 8.94 4.16 4.2

B - Stratford Road 11.41 171.15 6.09 0.00 9.03 1.244 8.99 10.78 90.1

C - Market Square 11.51 172.59 0.59 0.00 13.92 0.826 11.51 14.49 4.8


1 - Bridge Street 8.89 133.35 6.93 0.00 8.68 1.025 8.39 11.50 9.0

2 - West Street 15.84 237.60 5.00 11.20 1.414 11.20 10.32 129.6

3 - Market Square 14.12 211.86 4.38 14.81 0.953 14.05 11.82 13.5

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.89 133.35 9.79 9.15 0.972 8.52 3.31 4.6

B - Stratford Road 11.98 179.70 6.04 0.00 9.07 1.321 9.07 12.27 125.8

C - Market Square 12.17 182.53 1.02 0.00 13.81 0.882 12.08 14.08 4.8


1 - Bridge Street 6.78 101.70 7.08 0.00 8.84 0.764 7.63 10.49 16.5

2 - West Street 14.54 218.10 4.61 11.47 1.285 11.47 10.10 199.2

3 - Market Square 13.92 208.82 3.50 15.33 0.908 14.08 12.58 14.6


28

Filename: Forecasted Model_PM R1.j9 Path: M:\Transport Modelling\B0000000 VALP Model Runs\Technical Work\Data\Buckingham\ARCADY models_updated Report generation date: 02/04/2019 16:28:11

»2015, PM »2033 DM, PM »2033 DS, PM »2033 DS2, PM

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.2.5947

© Copyright TRL Limited, 2017

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

+44 (0)1344 770558 [email protected] 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


1

mailto:[email protected]

https://www.trlsoftware.co.uk/

Summary of junction performance

PM

Queue (Veh) Delay (s) RFC LOS

2015

1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 1.5 13.75 0.61 B

1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 4.8 33.11 0.85 D

1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 2.7 15.92 0.74 C


2 - Bridge St / West St / Market Sq - 2 - West Street 5.5 33.01 0.88 D

2 - Bridge St / West St / Market Sq - 3 - Market Square 3.8 19.45 0.81 C

2033 DM







2033 DS







2033 DS2







There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.

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

File summary

Units

File Description

Title (untitled)

Location

Site number

Date 28/01/2019

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator JEGINTL\SahaD1

Description

Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units

m kph Veh Veh perMin s -Min perMin


2

The junction diagram reflects the last run of Junctions.

Analysis Options

Demand Set Summary

Analysis Set Details

Mini-roundabout model

Vehicle length (m)

Calculate Queue Percentiles

Calculate detailed queueing delay

Calculate residual capacity

RFC Threshold

Average Delay threshold (s)

Queue threshold (PCU)

JUNCTIONS 9 5.75 0.85 36.00 20.00

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D2 2015 PM DIRECT 17:00 18:00 60 15 ü

D3 2033 DM PM DIRECT 17:00 18:00 60 15 ü

D4 2033 DS PM DIRECT 17:00 18:00 60 15 ü

D5 2033 DS2 PM DIRECT 17:00 18:00 60 15 ü

ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)

A1 ü 100.000 100.000


3

2015, PM


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry



1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing



1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 21.51 C

2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 45.24 E


Left Daylight Dry

Junction Arm Name Description


A Moreton Road

B Stratford Road

C Market Square


1 Bridge Street

2 West Street

3 Market Square

Junction ArmApproach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare

length (m)

Distance to next arm (m)

Entry corner

kerb line distance

(m)

Gradient over 50m

(%)

Kerbed central island


A - Moreton Road 3.25 3.10 6.80 8.2 10.67 5.73 0.0

B - Stratford Road 3.72 3.38 3.80 3.9 13.63 14.30 0.0

C - Market Square 3.25 3.25 4.00 0.1 9.42 5.88 0.0


1 - Bridge Street 3.64 2.80 5.37 4.7 10.12 4.60 0.0

2 - West Street 2.77 2.77 5.36 3.9 13.03 13.03 0.0

3 - Market Square 4.50 3.40 7.49 11.1 10.50 8.70 0.0


4

Zebra Crossings

Pelican/Puffin Crossings

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details

Linked Arm Data


Junction ArmSpace between

crossing and junction entry (Zebra) (PCU)

Vehicles queueing on exit

(Zebra) (PCU)

Central Refuge

Crossing data type

Crossing length (m)

Crossing time (s)

1 - Moreton Rd / Stratford Rd / Market Sq B - Stratford Road 3.96 5.18 Distance 7.62 5.44

2 - Bridge St / West St / Market Sq 1 - Bridge Street 2.61 3.66 Distance 6.75 4.82

Junction Arm

Space between crossing and junction entry (Signalised)

(PCU)

Amber 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)

1 - Moreton Rd / Stratford Rd / Market Sq C - Market Square 12.74 3.00 2.90 1.00 6.00 6.00 7.00

Junction ArmEnter slope and intercept directly

Entered slope

Entered intercept (PCU/min)

Final slope

Final intercept (PCU/min)


A - Moreton Road ü 0.597 15.587 0.597 15.587

B - Stratford Road ü 0.584 13.654 0.584 13.654

C - Market Square ü 0.531 15.032 0.531 15.032


1 - Bridge Street ü 0.553 12.206 0.553 12.206

2 - West Street ü 0.563 14.158 0.563 14.158

3 - Market Square ü 0.632 17.981 0.632 17.981

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D2 2015 PM DIRECT 17:00 18:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















5





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.27 4.07



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.24 0.76



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.67 3.40



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.33 0.67



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.80 4.93



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.27 0.73



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.80 4.33



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

17:00 - 17:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.13 5.87

2 - West Street 3.20 0.00 4.33

3 - Market Square 5.07 6.60 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.27 0.73

2 - West Street 0.42 0.00 0.58

3 - Market Square 0.43 0.57 0.00


6

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.40 4.67

2 - West Street 4.07 0.00 5.93

3 - Market Square 6.27 5.20 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.42 0.58

2 - West Street 0.41 0.00 0.59

3 - Market Square 0.55 0.45 0.00

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.40 5.40

2 - West Street 4.00 0.00 4.87

3 - Market Square 6.13 6.13 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.31 0.69

2 - West Street 0.45 0.00 0.55

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.13 5.20

2 - West Street 3.33 0.00 4.33

3 - Market Square 5.07 6.33 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.38 0.62

2 - West Street 0.43 0.00 0.57

3 - Market Square 0.44 0.56 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.016

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.017 1.018 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.020

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.033 1.026 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.014

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.020 1.008 1.000


7

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.000

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:00 - 17:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.031 1.045

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.013 1.020 1.000

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.029

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.025

2 - West Street 1.017 1.000 1.000

3 - Market Square 1.011 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.026

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.026 1.000 1.000


8



Results




A - Moreton Road

17:00-17:15 5.33 5.40

17:15-17:30 5.07 5.14

17:30-17:45 6.73 6.87

17:45-18:00 6.13 6.20

B - Stratford Road

17:00-17:15 8.73 8.73 0.00

17:15-17:30 9.20 9.20 0.00

17:30-17:45 9.13 9.13 0.00

17:45-18:00 8.33 8.33 0.00

C - Market Square

17:00-17:15 11.13 11.33 0.00

17:15-17:30 11.67 12.00 0.00

17:30-17:45 11.13 11.26 0.00

17:45-18:00 9.53 9.60 0.00


1 - Bridge Street

17:00-17:15 8.00 8.33 0.00

17:15-17:30 8.07 8.21 0.00

17:30-17:45 7.80 7.94 0.00

17:45-18:00 8.33 8.47 0.00

2 - West Street

17:00-17:15 7.53 7.53

17:15-17:30 10.00 10.00

17:30-17:45 8.87 8.94

17:45-18:00 7.66 7.66

3 - Market Square

17:00-17:15 11.67 11.87

17:15-17:30 11.47 11.60

17:30-17:45 12.26 12.33

17:45-18:00 11.40 11.53


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.61 13.75 1.5 B 5.82 349.00

B - Stratford Road 0.85 33.11 4.8 D 8.85 531.00

C - Market Square 0.74 15.92 2.7 C 9.99 599.68


1 - Bridge Street 0.99 95.20 12.8 F 8.05 482.89

2 - West Street 0.88 33.01 5.5 D 8.51 510.90

3 - Market Square 0.81 19.45 3.8 C 11.77 706.36


9


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 5.33 80.01 6.29 11.62 0.459 5.28 4.39 0.0

B - Stratford Road 8.73 131.01 4.02 0.00 11.27 0.775 8.53 7.54 0.0

C - Market Square 9.77 146.57 1.04 0.00 14.23 0.687 9.63 11.51 0.0


1 - Bridge Street 8.00 120.00 6.34 0.00 8.29 0.965 7.43 8.01 0.0

2 - West Street 7.53 112.95 5.45 10.95 0.688 7.39 8.32 0.0

3 - Market Square 11.38 170.71 3.14 15.73 0.724 11.22 9.70 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 5.07 76.01 6.76 11.30 0.448 5.07 4.61 0.8

B - Stratford Road 9.20 138.00 3.41 0.00 11.63 0.791 9.17 8.42 3.1

C - Market Square 10.41 156.12 1.00 0.00 14.10 0.738 10.37 11.58 2.1


1 - Bridge Street 8.07 121.05 5.23 0.00 9.14 0.881 8.08 10.24 8.6

2 - West Street 10.00 150.00 4.77 11.39 0.878 9.77 8.54 2.1

3 - Market Square 11.52 172.73 3.98 15.29 0.753 11.49 10.56 2.5

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.73 101.00 7.25 11.00 0.612 6.69 4.59 0.8

B - Stratford Road 9.13 137.00 4.90 0.00 10.75 0.849 9.05 9.04 3.5

C - Market Square 10.27 154.05 1.57 0.00 14.03 0.732 10.27 12.38 2.7


1 - Bridge Street 7.80 117.00 6.15 0.00 8.66 0.901 7.80 10.18 8.4

2 - West Street 8.87 133.05 5.33 11.00 0.807 8.93 8.61 5.5

3 - Market Square 12.38 185.64 4.01 15.32 0.808 12.31 10.25 2.9

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.13 91.99 6.37 11.66 0.526 6.16 4.04 1.5

B - Stratford Road 8.33 125.00 4.35 0.00 11.11 0.750 8.43 8.17 4.8

C - Market Square 9.53 142.96 0.83 0.00 14.49 0.658 9.58 11.95 2.7


1 - Bridge Street 8.33 124.95 6.57 0.00 8.44 0.987 8.03 8.69 8.4

2 - West Street 7.66 114.90 5.05 11.24 0.682 7.82 9.55 4.6

3 - Market Square 11.82 177.27 3.40 15.65 0.755 11.86 9.47 3.9


10

2033 DM, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing






Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D3 2033 DM PM DIRECT 17:00 18:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















11





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.50 4.80



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.24 0.76



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.95 3.98



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.33 0.67



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.11 5.78



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.27 0.73



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.11 5.07



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

17:00 - 17:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.30 6.20

2 - West Street 3.90 0.00 5.30

3 - Market Square 6.50 8.50 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.27 0.73

2 - West Street 0.42 0.00 0.58

3 - Market Square 0.43 0.57 0.00


12

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.60 4.91

2 - West Street 5.00 0.00 7.29

3 - Market Square 8.04 6.67 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.42 0.58

2 - West Street 0.41 0.00 0.59

3 - Market Square 0.55 0.45 0.00

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.54 5.67

2 - West Street 4.92 0.00 5.99

3 - Market Square 7.86 7.86 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.31 0.69

2 - West Street 0.45 0.00 0.55

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.31 5.46

2 - West Street 4.09 0.00 5.33

3 - Market Square 6.50 8.12 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.38 0.62

2 - West Street 0.43 0.00 0.57

3 - Market Square 0.44 0.56 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.016

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.017 1.018 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.020

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.033 1.026 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.014

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.020 1.008 1.000


13

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.000

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:00 - 17:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.031 1.045

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.013 1.020 1.000

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.029

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.025

2 - West Street 1.017 1.000 1.000

3 - Market Square 1.011 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.026

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.026 1.000 1.000


14



Results




A - Moreton Road

17:00-17:15 6.30 6.38

17:15-17:30 5.93 6.01

17:30-17:45 7.89 8.05

17:45-18:00 7.18 7.26

B - Stratford Road

17:00-17:15 11.40 11.40 0.00

17:15-17:30 12.03 12.03 0.00

17:30-17:45 11.93 11.93 0.00

17:45-18:00 10.88 10.88 0.00

C - Market Square

17:00-17:15 11.80 12.01 0.00

17:15-17:30 12.39 12.74 0.00

17:30-17:45 11.82 11.96 0.00

17:45-18:00 10.11 10.18 0.00


1 - Bridge Street

17:00-17:15 8.50 8.85 0.00

17:15-17:30 8.51 8.65 0.00

17:30-17:45 8.21 8.35 0.00

17:45-18:00 8.77 8.91 0.00

2 - West Street

17:00-17:15 9.20 9.20

17:15-17:30 12.29 12.29

17:30-17:45 10.91 10.99

17:45-18:00 9.42 9.42

3 - Market Square

17:00-17:15 15.00 15.25

17:15-17:30 14.71 14.88

17:30-17:45 15.72 15.81

17:45-18:00 14.62 14.79


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.75 20.94 2.7 C 6.82 409.49


C - Market Square 0.81 22.48 4.1 C 11.05 663.11


1 - Bridge Street 1.13 260.84 39.0 F 8.49 509.52

2 - West Street 1.09 150.86 26.8 F 10.46 627.31

3 - Market Square 0.96 65.25 14.6 F 13.98 838.99


15


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.30 94.50 6.74 11.36 0.555 6.22 4.84 0.0

B - Stratford Road 11.40 171.00 4.74 0.00 10.84 1.051 10.25 8.22 0.0

C - Market Square 10.50 157.55 1.26 0.00 14.11 0.744 10.32 13.73 0.0


1 - Bridge Street 8.50 127.50 7.46 0.00 7.68 1.107 7.28 9.49 0.0

2 - West Street 9.20 138.00 5.31 11.03 0.834 8.92 9.43 0.0

3 - Market Square 13.57 203.61 3.78 15.33 0.885 13.17 10.45 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 5.93 88.95 7.33 10.95 0.542 5.93 5.15 1.2

B - Stratford Road 12.03 180.45 3.99 0.00 11.28 1.067 11.14 9.27 17.3

C - Market Square 11.33 169.98 1.23 0.00 13.98 0.811 11.26 13.90 2.7


1 - Bridge Street 8.51 127.65 6.24 0.00 8.58 0.988 8.34 11.88 18.3

2 - West Street 12.29 184.35 5.00 11.25 1.092 10.96 9.58 4.2

3 - Market Square 13.82 207.31 4.46 14.99 0.922 13.66 11.50 6.1

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.89 118.35 8.00 10.56 0.747 7.79 5.01 1.2

B - Stratford Road 11.93 178.95 5.70 0.00 10.28 1.161 10.25 10.09 30.6

C - Market Square 11.36 170.46 1.66 0.00 13.98 0.812 11.35 14.29 3.9


1 - Bridge Street 8.21 123.15 6.98 0.00 8.20 1.001 8.02 11.81 20.7

2 - West Street 10.91 163.65 5.38 10.98 0.995 10.75 9.62 24.2

3 - Market Square 14.29 214.33 4.78 14.83 0.963 14.01 11.36 8.6

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.18 107.70 7.35 11.08 0.648 7.23 5.00 2.7

B - Stratford Road 10.88 163.20 5.11 0.00 10.67 1.020 10.61 9.47 55.9

C - Market Square 11.01 165.15 1.31 0.00 14.23 0.773 11.04 14.41 4.1


1 - Bridge Street 8.77 131.55 7.80 0.00 7.77 1.129 7.72 11.02 23.5

2 - West Street 9.42 141.30 4.91 11.31 0.832 10.74 10.60 26.6

3 - Market Square 14.25 213.71 4.69 14.84 0.960 14.12 10.96 12.7


16

2033 DS, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing






Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D4 2033 DS PM DIRECT 17:00 18:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















17





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.50 4.90



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.23 0.77



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.97 4.10



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.32 0.68



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.12 5.94



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.26 0.74



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.12 5.22



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

17:00 - 17:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.90 6.40

2 - West Street 4.30 0.00 5.40

3 - Market Square 6.60 9.00 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.31 0.69

2 - West Street 0.44 0.00 0.56

3 - Market Square 0.42 0.58 0.00


18

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 4.55 5.12

2 - West Street 5.46 0.00 7.46

3 - Market Square 8.21 7.07 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.47 0.53

2 - West Street 0.42 0.00 0.58

3 - Market Square 0.54 0.46 0.00

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.21 5.92

2 - West Street 5.37 0.00 6.12

3 - Market Square 8.02 8.33 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.35 0.65

2 - West Street 0.47 0.00 0.53

3 - Market Square 0.49 0.51 0.00

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 4.19 5.70

2 - West Street 4.47 0.00 5.44

3 - Market Square 6.64 8.61 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.42 0.58

2 - West Street 0.45 0.00 0.55

3 - Market Square 0.44 0.56 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.016

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.017 1.018 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.020

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.033 1.026 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.014

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.020 1.008 1.000


19

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.000

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:00 - 17:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.031 1.045

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.013 1.020 1.000

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.029

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.025

2 - West Street 1.017 1.000 1.000

3 - Market Square 1.011 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.026

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.026 1.000 1.000


20



Results




A - Moreton Road

17:00-17:15 6.40 6.48

17:15-17:30 6.07 6.15

17:30-17:45 8.06 8.22

17:45-18:00 7.34 7.42

B - Stratford Road

17:00-17:15 12.00 12.00 0.00

17:15-17:30 12.59 12.59 0.00

17:30-17:45 12.49 12.49 0.00

17:45-18:00 11.40 11.40 0.00

C - Market Square

17:00-17:15 12.20 12.42 0.00

17:15-17:30 12.80 13.17 0.00

17:30-17:45 12.18 12.32 0.00

17:45-18:00 10.45 10.53 0.00


1 - Bridge Street

17:00-17:15 9.30 9.68 0.00

17:15-17:30 9.67 9.82 0.00

17:30-17:45 9.13 9.28 0.00

17:45-18:00 9.89 10.04 0.00

2 - West Street

17:00-17:15 9.70 9.70

17:15-17:30 12.92 12.92

17:30-17:45 11.49 11.58

17:45-18:00 9.91 9.91

3 - Market Square

17:00-17:15 15.60 15.87

17:15-17:30 15.28 15.45

17:30-17:45 16.35 16.44

17:45-18:00 15.25 15.42


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.75 20.37 2.7 C 6.97 418.04


C - Market Square 0.79 19.70 3.5 C 10.78 646.83


1 - Bridge Street 1.28 630.92 95.1 F 9.48 569.00

2 - West Street 1.14 193.05 36.7 F 11.00 660.28

3 - Market Square 0.99 81.36 18.4 F 14.09 845.56


21


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.40 96.00 6.48 11.51 0.556 6.32 4.95 0.0

B - Stratford Road 12.00 180.00 4.84 0.00 10.78 1.113 10.36 7.96 0.0

C - Market Square 10.30 154.52 1.30 0.00 14.10 0.731 10.13 13.90 0.0


1 - Bridge Street 9.30 139.50 7.65 0.00 7.58 1.227 7.33 9.76 0.0

2 - West Street 9.70 145.50 5.05 11.19 0.867 9.36 9.94 0.0

3 - Market Square 13.75 206.21 4.15 15.10 0.910 13.27 10.26 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.07 91.05 7.03 11.13 0.545 6.07 5.21 1.2

B - Stratford Road 12.59 188.85 4.11 0.00 11.21 1.123 11.15 9.00 24.6

C - Market Square 11.07 166.05 1.24 0.00 13.98 0.792 11.01 14.02 2.6


1 - Bridge Street 9.67 145.05 6.42 0.00 8.47 1.134 8.43 12.06 29.5

2 - West Street 12.92 193.80 4.78 11.38 1.136 11.18 10.07 5.1

3 - Market Square 13.94 209.14 4.73 14.82 0.941 13.75 11.23 7.2

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.06 120.90 7.57 10.81 0.746 7.96 4.92 1.2

B - Stratford Road 12.49 187.35 5.86 0.00 10.18 1.227 10.17 9.67 46.2

C - Market Square 10.91 163.68 1.58 0.00 14.03 0.778 10.91 14.45 3.5


1 - Bridge Street 9.13 136.95 7.13 0.00 8.14 1.123 8.12 12.04 48.0

2 - West Street 11.49 172.35 4.88 11.27 1.022 11.14 10.36 31.3

3 - Market Square 14.46 216.87 5.11 14.62 0.989 14.05 10.91 10.2

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.34 110.10 7.09 11.23 0.653 7.39 5.20 2.7

B - Stratford Road 11.40 171.00 5.26 0.00 10.58 1.077 10.57 9.22 81.0

C - Market Square 10.84 162.62 1.45 0.00 14.16 0.766 10.85 14.38 3.5


1 - Bridge Street 9.89 148.35 7.89 0.00 7.72 1.280 7.72 11.24 63.2

2 - West Street 9.91 148.65 4.75 11.40 0.868 11.09 10.86 36.5

3 - Market Square 14.22 213.32 5.04 14.62 0.973 14.08 10.80 16.3


22

2033 DS2, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details

Linked Arm Data




1 - Moreton Rd /






1 - Moreton Rd /








Bridge Street -

Pedestrian crossing






Left Daylight Dry

IDScenario

nameTime Period

nameTraffic profile


Finish time (HH:mm)



Run automatically

D5 2033 DS2 PM DIRECT 17:00 18:00 60 15 ü




Vehicle mix source





Feeding Arm

Link Type

Flow source


Flow multiplier (%)
















23





A - Moreton Road





2 - West Street

3 - Market Square

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.50 4.90



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.23 0.77



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 1.97 4.10



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.32 0.68



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.12 5.94



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.26 0.74



1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00

Demand (Veh/min)

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 2.12 5.22



Proportions

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 0.00 0.29 0.71



2 - Bridge St /

West St /

Market Sq

17:00 - 17:15

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.50 6.40

2 - West Street 4.10 0.00 5.40

3 - Market Square 6.60 8.70 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.28 0.72

2 - West Street 0.43 0.00 0.57

3 - Market Square 0.43 0.57 0.00


24

Vehicle Mix

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.99 5.12

2 - West Street 5.20 0.00 7.40

3 - Market Square 8.21 6.88 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.44 0.56

2 - West Street 0.41 0.00 0.59

3 - Market Square 0.54 0.46 0.00

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 2.82 5.92

2 - West Street 5.11 0.00 6.08

3 - Market Square 8.02 8.10 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.32 0.68

2 - West Street 0.46 0.00 0.54

3 - Market Square 0.50 0.50 0.00

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00

Demand (Veh/min)

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 3.68 5.70

2 - West Street 4.25 0.00 5.40

3 - Market Square 6.64 8.37 0.00

Proportions

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 0.00 0.39 0.61

2 - West Street 0.44 0.00 0.56

3 - Market Square 0.44 0.56 0.00

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:00 -

17:15


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.016

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.017 1.018 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:15 -

17:30


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.000 1.020

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.033 1.026 1.000

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:30 -

17:45


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.014

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.020 1.008 1.000


25

1 - Moreton

Rd /

Stratford

Rd / Market

Sq 17:45 -

18:00


To

From

A -

Moreton Road

B - Stratford Road

C - Market Square




Average PCU Per Veh

To

From

A -

Moreton Road

B - Stratford Road

C - Market Square

A - Moreton Road 1.000 1.037 1.000

B - Stratford Road 1.000 1.000 1.000

C - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:00 - 17:15


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.031 1.045

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.013 1.020 1.000

2 - Bridge St /

West St /

Market Sq

17:15 - 17:30


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.029

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.021 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:30 - 17:45


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.025

2 - West Street 1.017 1.000 1.000

3 - Market Square 1.011 1.000 1.000

2 - Bridge St /

West St /

Market Sq

17:45 - 18:00


To

From

1 -

Bridge Street

2 - West Street

3 - Market Square




Average PCU Per Veh

To

From

1 -

Bridge Street

2 - West Street

3 - Market Square

1 - Bridge Street 1.000 1.000 1.026

2 - West Street 1.000 1.000 1.000

3 - Market Square 1.026 1.000 1.000


26



Results




A - Moreton Road

17:00-17:15 6.40 6.48

17:15-17:30 6.07 6.15

17:30-17:45 8.06 8.22

17:45-18:00 7.34 7.42

B - Stratford Road

17:00-17:15 11.80 11.80 0.00

17:15-17:30 12.35 12.35 0.00

17:30-17:45 12.27 12.27 0.00

17:45-18:00 11.18 11.18 0.00

C - Market Square

17:00-17:15 12.20 12.42 0.00

17:15-17:30 12.75 13.11 0.00

17:30-17:45 12.13 12.27 0.00

17:45-18:00 10.40 10.48 0.00


1 - Bridge Street

17:00-17:15 8.90 9.27 0.00

17:15-17:30 9.11 9.26 0.00

17:30-17:45 8.74 8.89 0.00

17:45-18:00 9.38 9.53 0.00

2 - West Street

17:00-17:15 9.50 9.50

17:15-17:30 12.60 12.60

17:30-17:45 11.19 11.28

17:45-18:00 9.65 9.65

3 - Market Square

17:00-17:15 15.30 15.56

17:15-17:30 15.09 15.26

17:30-17:45 16.12 16.21

17:45-18:00 15.01 15.18


(Veh)Max LOS

Average Demand

(Veh/min)



A - Moreton Road 0.75 21.24 2.8 C 6.97 418.04


C - Market Square 0.81 21.72 3.9 C 11.04 662.41


1 - Bridge Street 1.21 438.59 66.5 F 9.02 541.37

2 - West Street 1.12 178.76 33.0 F 10.73 644.10

3 - Market Square 0.98 72.54 16.3 F 14.06 843.38


27


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.40 96.00 6.62 11.42 0.560 6.32 5.05 0.0

B - Stratford Road 11.80 177.00 4.84 0.00 10.78 1.094 10.32 8.10 0.0

C - Market Square 10.54 158.09 1.31 0.00 14.09 0.748 10.35 13.84 0.0


1 - Bridge Street 8.90 133.50 7.53 0.00 7.64 1.164 7.33 9.67 0.0

2 - West Street 9.50 142.50 5.27 11.06 0.859 9.17 9.59 0.0

3 - Market Square 13.69 205.34 3.96 15.22 0.899 13.24 10.49 0.0

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 6.07 91.05 7.16 11.05 0.549 6.07 5.33 1.2

B - Stratford Road 12.35 185.25 4.11 0.00 11.21 1.102 11.13 9.13 22.2

C - Market Square 11.31 169.59 1.26 0.00 13.97 0.810 11.23 13.98 2.8


1 - Bridge Street 9.11 136.65 6.31 0.00 8.53 1.062 8.45 11.97 23.5

2 - West Street 12.60 189.00 5.00 11.25 1.120 11.02 9.76 4.9

3 - Market Square 13.90 208.54 4.56 14.93 0.931 13.73 11.47 6.7

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 8.06 120.90 7.80 10.68 0.755 7.95 5.09 1.2

B - Stratford Road 12.27 184.05 5.86 0.00 10.19 1.205 10.17 9.90 40.5

C - Market Square 11.26 168.94 1.63 0.00 14.00 0.804 11.26 14.39 3.9


1 - Bridge Street 8.74 131.10 7.04 0.00 8.18 1.069 8.13 11.92 33.4

2 - West Street 11.19 167.85 5.25 11.06 1.014 10.91 9.92 28.5

3 - Market Square 14.40 215.95 4.90 14.76 0.975 14.07 11.26 9.3

Junction ArmTotal

Demand (Veh/min)

Junction Arrivals

(Veh)

Circulating flow

(Veh/min)

Pedestrian demand

(Ped/min)

Capacity (Veh/min)

RFCThroughput

(Veh/min)


Startqueu(Veh)


A - Moreton Road 7.34 110.10 7.22 11.16 0.658 7.39 5.28 2.8

B - Stratford Road 11.18 167.70 5.26 0.00 10.58 1.057 10.56 9.35 72.0

C - Market Square 11.06 165.83 1.42 0.00 14.17 0.780 11.07 14.40 3.9


1 - Bridge Street 9.38 140.70 7.81 0.00 7.76 1.208 7.75 11.16 42.6

2 - West Street 9.65 144.75 4.91 11.31 0.852 10.97 10.65 32.8

3 - Market Square 14.23 213.52 4.87 14.73 0.967 14.10 11.01 14.3


28

Buckingham Town Centre Modelling Report

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Transcript of Buckingham Town Centre Modelling Report