Post on 03-Oct-2021
transcript
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
Buckingham Town Centre Modelling Report
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
Buckingham Town Centre Modelling Report
CE01 2
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
Buckingham Town Centre Modelling Report
CE01 3
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
Buckingham Town Centre Modelling Report
CE01 4
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.
Buckingham Town Centre Modelling Report
CE01 5
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
Buckingham Town Centre Modelling Report
CE01 6
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
Buckingham Town Centre Modelling Report
CE01 7
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
Buckingham Town Centre Modelling Report
CE01 8
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
Buckingham Town Centre Modelling Report
CE01 9
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
Buckingham Town Centre Modelling Report
CE01 10
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
Buckingham Town Centre Modelling Report
CE01 11
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.
Buckingham Town Centre Modelling Report
CE01 12
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
Buckingham Town Centre Modelling Report
CE01 13
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
Buckingham Town Centre Modelling Report
CE01 14
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
Buckingham Town Centre Modelling Report
CE01 15
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
Buckingham Town Centre Modelling Report
CE01 16
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
Buckingham Town Centre Modelling Report
CE01 17
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
Buckingham Town Centre Modelling Report
CE01 18
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
Buckingham Town Centre Modelling Report
CE01 19
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.
Buckingham Town Centre Modelling Report
CE01 20
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.
Buckingham Town Centre Modelling Report
CE01 21
• 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.
Buckingham Town Centre Modelling Report
CE01 22
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.
Buckingham Town Centre Modelling Report
CE01
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
Buckingham Town Centre Modelling Report
CE01
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
Buckingham Town Centre Modelling Report
CE01
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
Buckingham Town Centre Modelling Report
CE01
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
Buckingham Town Centre Modelling Report
CE01
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
Buckingham Town Centre Modelling Report
CE01
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 software@trl.co.uk 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
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
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 5.9 31.10 0.87 D
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 13.1 90.22 1.00 F
2 - Bridge St / West St / Market Sq - 2 - West Street 209.8 988.40 1.36 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
1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 173.8 1021.12 1.38 F
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 5.9 30.71 0.88 D
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 19.2 121.21 1.04 F
2 - Bridge St / West St / Market Sq - 2 - West Street 277.2 1310.99 1.45 F
2 - Bridge St / West St / Market Sq - 3 - Market Square 16.1 72.15 0.98 F
2033 DS2
1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 10.3 67.40 0.97 F
1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 167.9 986.68 1.37 F
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 6.2 32.36 0.88 D
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 16.7 108.72 1.02 F
2 - Bridge St / West St / Market Sq - 2 - West Street 247.1 1169.22 1.41 F
2 - Bridge St / West St / Market Sq - 3 - Market Square 14.5 65.49 0.98 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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
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
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
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
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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
5
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
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
B - Stratford Road 0.09 0.00 0.91
C - Market Square 0.20 0.80 0.00
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
B - Stratford Road 0.40 0.00 8.00
C - Market Square 2.87 8.00 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.17 0.83
B - Stratford Road 0.05 0.00 0.95
C - Market Square 0.26 0.74 0.00
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
B - Stratford Road 0.93 0.00 7.33
C - Market Square 3.73 8.73 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.33 0.67
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.30 0.70 0.00
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
B - Stratford Road 0.87 0.00 7.80
C - Market Square 1.73 8.00 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.30 0.70
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.18 0.82 0.00
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 6 1
B - Stratford Road 50 0 0
C - Market Square 12 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 0
B - Stratford Road 7 0 0
C - Market Square 11 2 0
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
7
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 08:45 -
09:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 4
B - Stratford Road 8 0 0
C - Market Square 0 6 0
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
Heavy Vehicle Percentages
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 8
2 - West Street 0 0 0
3 - Market Square 4 5 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 4 5
2 - West Street 0 0 0
3 - Market Square 2 3 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 4 0 0
3 - Market Square 5 1 0
Average PCU Per Veh
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 1.000 1.000 1.032
2 - West Street 1.041 1.000 1.000
3 - Market Square 1.047 1.011 1.000
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
10
2033 DM, AM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 332.82 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 435.50 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D2 2033 DM 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
11
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
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 1.70 5.60
B - Stratford Road 1.10 0.00 10.60
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
B - Stratford Road 0.09 0.00 0.91
C - Market Square 0.20 0.80 0.00
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
B - Stratford Road 0.55 0.00 10.95
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
B - Stratford Road 0.05 0.00 0.95
C - Market Square 0.26 0.74 0.00
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
B - Stratford Road 1.27 0.00 10.04
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
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.30 0.70 0.00
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
B - Stratford Road 1.19 0.00 10.68
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
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.18 0.82 0.00
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 6 1
B - Stratford Road 50 0 0
C - Market Square 12 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 0
B - Stratford Road 7 0 0
C - Market Square 11 2 0
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
13
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 08:45 -
09:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 4
B - Stratford Road 8 0 0
C - Market Square 0 6 0
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
Heavy Vehicle Percentages
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 8
2 - West Street 0 0 0
3 - Market Square 4 5 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 4 5
2 - West Street 0 0 0
3 - Market Square 2 3 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 4 0 0
3 - Market Square 5 1 0
Average PCU Per Veh
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 1.000 1.000 1.032
2 - West Street 1.041 1.000 1.000
3 - Market Square 1.047 1.011 1.000
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
14
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
15
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
16
2033 DS, AM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 400.68 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 591.20 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D3 2033 DS 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
17
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
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 1.80 6.10
B - Stratford Road 1.10 0.00 10.80
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
B - Stratford Road 0.09 0.00 0.91
C - Market Square 0.21 0.79 0.00
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
B - Stratford Road 0.56 0.00 11.15
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
B - Stratford Road 0.05 0.00 0.95
C - Market Square 0.27 0.73 0.00
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
B - Stratford Road 1.29 0.00 10.21
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
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.31 0.69 0.00
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
B - Stratford Road 1.21 0.00 10.87
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
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.18 0.82 0.00
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 6 1
B - Stratford Road 50 0 0
C - Market Square 12 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 0
B - Stratford Road 7 0 0
C - Market Square 11 2 0
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
19
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 08:45 -
09:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 4
B - Stratford Road 8 0 0
C - Market Square 0 6 0
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
Heavy Vehicle Percentages
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 8
2 - West Street 0 0 0
3 - Market Square 4 5 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 4 5
2 - West Street 0 0 0
3 - Market Square 2 3 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 4 0 0
3 - Market Square 5 1 0
Average PCU Per Veh
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 1.000 1.000 1.032
2 - West Street 1.041 1.000 1.000
3 - Market Square 1.047 1.011 1.000
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
20
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road 0.97 65.62 10.0 F 8.54 512.45
B - Stratford Road 1.38 1021.12 173.8 F 11.75 705.26
C - Market Square 0.88 30.71 5.9 D 11.69 701.39
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
21
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
22
2033 DS2, AM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 385.55 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 520.64 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D4 2033 DS2 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
23
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
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 1.80 6.10
B - Stratford Road 1.10 0.00 10.70
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
B - Stratford Road 0.09 0.00 0.91
C - Market Square 0.21 0.79 0.00
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
B - Stratford Road 0.56 0.00 11.04
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
B - Stratford Road 0.05 0.00 0.95
C - Market Square 0.28 0.72 0.00
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
B - Stratford Road 1.29 0.00 10.12
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
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.31 0.69 0.00
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
B - Stratford Road 1.21 0.00 10.77
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
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.19 0.81 0.00
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 6 1
B - Stratford Road 50 0 0
C - Market Square 12 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 0
B - Stratford Road 7 0 0
C - Market Square 11 2 0
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
25
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 08:45 -
09:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 4
B - Stratford Road 8 0 0
C - Market Square 0 6 0
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
Heavy Vehicle Percentages
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 8
2 - West Street 0 0 0
3 - Market Square 4 5 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 4 5
2 - West Street 0 0 0
3 - Market Square 2 3 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 4 0 0
3 - Market Square 5 1 0
Average PCU Per Veh
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 1.000 1.000 1.032
2 - West Street 1.041 1.000 1.000
3 - Market Square 1.047 1.011 1.000
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
26
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road 0.97 67.40 10.3 F 8.54 512.45
B - Stratford Road 1.37 986.68 167.9 F 11.65 699.28
C - Market Square 0.88 32.36 6.2 D 11.85 711.23
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
27
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 15:40:01 using Junctions 9 (9.0.2.5947)
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 software@trl.co.uk 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 16:28:27 using Junctions 9 (9.0.2.5947)
1
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 - 1 - Bridge Street 12.8 95.20 0.99 F
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
1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 2.7 20.94 0.75 C
1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 59.9 336.31 1.16 F
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 4.1 22.48 0.81 C
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 39.0 260.84 1.13 F
2 - Bridge St / West St / Market Sq - 2 - West Street 26.8 150.86 1.09 F
2 - Bridge St / West St / Market Sq - 3 - Market Square 14.6 65.25 0.96 F
2033 DS
1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 2.7 20.37 0.75 C
1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 93.5 504.64 1.23 F
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 3.5 19.70 0.79 C
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 95.1 630.92 1.28 F
2 - Bridge St / West St / Market Sq - 2 - West Street 36.7 193.05 1.14 F
2 - Bridge St / West St / Market Sq - 3 - Market Square 18.4 81.36 0.99 F
2033 DS2
1 - Moreton Rd / Stratford Rd / Market Sq - A - Moreton Road 2.8 21.24 0.75 C
1 - Moreton Rd / Stratford Rd / Market Sq - B - Stratford Road 81.4 445.38 1.20 F
1 - Moreton Rd / Stratford Rd / Market Sq - C - Market Square 3.9 21.72 0.81 C
2 - Bridge St / West St / Market Sq - 1 - Bridge Street 66.5 438.59 1.21 F
2 - Bridge St / West St / Market Sq - 2 - West Street 33.0 178.76 1.12 F
2 - Bridge St / West St / Market Sq - 3 - Market Square 16.3 72.54 0.98 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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
3
2015, PM
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
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
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
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D2 2015 PM DIRECT 17:00 18:00 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
5
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
1 - Bridge Street [DIRECT]
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
B - Stratford Road 1.07 0.00 7.67
C - Market Square 3.87 7.27 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.24 0.76
B - Stratford Road 0.12 0.00 0.88
C - Market Square 0.35 0.65 0.00
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
B - Stratford Road 1.00 0.00 8.20
C - Market Square 4.07 7.60 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.33 0.67
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.35 0.65 0.00
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
B - Stratford Road 1.60 0.00 7.53
C - Market Square 3.27 7.87 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.27 0.73
B - Stratford Road 0.18 0.00 0.82
C - Market Square 0.29 0.71 0.00
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
B - Stratford Road 0.80 0.00 7.53
C - Market Square 3.20 6.33 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.29 0.71
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.34 0.66 0.00
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 2 2 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 3 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 1
B - Stratford Road 0 0 0
C - Market Square 2 1 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
7
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 17:45 -
18:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 0
B - Stratford Road 0 0 0
C - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 3 5
2 - West Street 0 0 0
3 - Market Square 1 2 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 2 0 0
3 - Market Square 1 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 3 0 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
9
Main Results for each time segment
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
10
2033 DM, PM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 144.21 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 143.21 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D3 2033 DM PM DIRECT 17:00 18:00 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
11
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
1 - Bridge Street [DIRECT]
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
B - Stratford Road 1.40 0.00 10.00
C - Market Square 4.10 7.70 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.24 0.76
B - Stratford Road 0.12 0.00 0.88
C - Market Square 0.35 0.65 0.00
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
B - Stratford Road 1.31 0.00 10.72
C - Market Square 4.32 8.07 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.33 0.67
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.35 0.65 0.00
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
B - Stratford Road 2.09 0.00 9.84
C - Market Square 3.47 8.35 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.27 0.73
B - Stratford Road 0.18 0.00 0.82
C - Market Square 0.29 0.71 0.00
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
B - Stratford Road 1.04 0.00 9.84
C - Market Square 3.39 6.72 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.29 0.71
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.34 0.66 0.00
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 2 2 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 3 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 1
B - Stratford Road 0 0 0
C - Market Square 2 1 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
13
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 17:45 -
18:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 0
B - Stratford Road 0 0 0
C - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 3 5
2 - West Street 0 0 0
3 - Market Square 1 2 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 2 0 0
3 - Market Square 1 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 3 0 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
14
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road 0.75 20.94 2.7 C 6.82 409.49
B - Stratford Road 1.16 336.31 59.9 F 11.56 693.60
C - Market Square 0.81 22.48 4.1 C 11.05 663.11
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
15
Main Results for each time segment
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
16
2033 DS, PM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 214.84 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 269.01 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D4 2033 DS PM DIRECT 17:00 18:00 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
17
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
1 - Bridge Street [DIRECT]
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
B - Stratford Road 1.50 0.00 10.50
C - Market Square 4.40 7.80 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.23 0.77
B - Stratford Road 0.13 0.00 0.88
C - Market Square 0.36 0.64 0.00
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
B - Stratford Road 1.37 0.00 11.22
C - Market Square 4.62 8.18 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.32 0.68
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.36 0.64 0.00
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
B - Stratford Road 2.19 0.00 10.30
C - Market Square 3.71 8.47 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.26 0.74
B - Stratford Road 0.18 0.00 0.82
C - Market Square 0.30 0.70 0.00
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
B - Stratford Road 1.10 0.00 10.30
C - Market Square 3.63 6.82 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.29 0.71
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.35 0.65 0.00
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 2 2 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 3 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 1
B - Stratford Road 0 0 0
C - Market Square 2 1 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
19
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 17:45 -
18:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 0
B - Stratford Road 0 0 0
C - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 3 5
2 - West Street 0 0 0
3 - Market Square 1 2 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 2 0 0
3 - Market Square 1 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 3 0 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
20
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road 0.75 20.37 2.7 C 6.97 418.04
B - Stratford Road 1.23 504.64 93.5 F 12.12 727.20
C - Market Square 0.79 19.70 3.5 C 10.78 646.83
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
21
Main Results for each time segment
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
22
2033 DS2, PM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Linked Arm Data
Demand overview (Traffic)
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?
Warning Pedestrian Crossing
1 - Moreton Rd /
Stratford Rd / Market
Sq - C - Market Square
- Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Warning Pedestrian Crossing
2 - Bridge St / West
St / Market Sq - 1 -
Bridge Street -
Pedestrian crossing
Pedestrian crossing uses default flow of 0. Is this correct?
Junction Name Junction Type Arm order Junction Delay (s) Junction LOS
1 Moreton Rd / Stratford Rd / Market Sq Mini-roundabout A, B, C 188.61 F
2 Bridge St / West St / Market Sq Mini-roundabout 1, 2, 3 204.77 F
Driving side Lighting Road surface In London
Left Daylight Dry
IDScenario
nameTime Period
nameTraffic profile
typeStart time (HH:mm)
Finish time (HH:mm)
Time period length (min)
Time segment length (min)
Run automatically
D5 2033 DS2 PM DIRECT 17:00 18:00 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
limitedNormal 0.00 100.00 25.00
Junction Arm Linked arm Profile type Use O-D data Scaling Factor (%)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road DIRECT ü 100.000
B - Stratford Road DIRECT ü 100.000
C - Market Square ü
2 - Bridge St / West St / Market Sq
1 - Bridge Street DIRECT ü 100.000
2 - West Street DIRECT ü 100.000
3 - Market Square ü
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
23
Demand overview (Pedestrians)
Origin-Destination Data
Junction Arm Profile type
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road
B - Stratford Road [DIRECT]
C - Market Square [DIRECT]
2 - Bridge St / West St / Market Sq
1 - Bridge Street [DIRECT]
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
B - Stratford Road 1.50 0.00 10.30
C - Market Square 4.40 7.80 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.23 0.77
B - Stratford Road 0.13 0.00 0.87
C - Market Square 0.36 0.64 0.00
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
B - Stratford Road 1.37 0.00 10.98
C - Market Square 4.62 8.13 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.32 0.68
B - Stratford Road 0.11 0.00 0.89
C - Market Square 0.36 0.64 0.00
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
B - Stratford Road 2.19 0.00 10.08
C - Market Square 3.71 8.42 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.26 0.74
B - Stratford Road 0.18 0.00 0.82
C - Market Square 0.31 0.69 0.00
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
B - Stratford Road 1.10 0.00 10.08
C - Market Square 3.63 6.77 0.00
Proportions
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0.00 0.29 0.71
B - Stratford Road 0.10 0.00 0.90
C - Market Square 0.35 0.65 0.00
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 2 2 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 0 2
B - Stratford Road 0 0 0
C - Market Square 3 3 0
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
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 1
B - Stratford Road 0 0 0
C - Market Square 2 1 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
25
1 - Moreton
Rd /
Stratford
Rd / Market
Sq 17:45 -
18:00
Heavy Vehicle Percentages
To
From
A -
Moreton Road
B - Stratford Road
C - Market Square
A - Moreton Road 0 4 0
B - Stratford Road 0 0 0
C - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 3 5
2 - West Street 0 0 0
3 - Market Square 1 2 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 2 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 2 0 0
3 - Market Square 1 0 0
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
Heavy Vehicle Percentages
To
From
1 -
Bridge Street
2 - West Street
3 - Market Square
1 - Bridge Street 0 0 3
2 - West Street 0 0 0
3 - Market Square 3 0 0
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
26
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)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Junction Arm Max RFC Max delay (s)Max Queue
(Veh)Max LOS
Average Demand
(Veh/min)
Total Junction Arrivals (Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
A - Moreton Road 0.75 21.24 2.8 C 6.97 418.04
B - Stratford Road 1.20 445.38 81.4 F 11.90 714.00
C - Market Square 0.81 21.72 3.9 C 11.04 662.41
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
27
Main Results for each time segment
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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)
Throughput (exit side) (Veh/min)
Startqueu(Veh)
1 - Moreton Rd / Stratford Rd / Market Sq
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
2 - Bridge St / West St / Market Sq
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
Generated on 02/04/2019 16:28:27 using Junctions 9 (9.0.2.5947)
28