velindre cancer care hospital relocation · 361662/wtd 102 a p:\cardiff\era\itd\projects\361662...

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Velindre Cancer Care HospitalRelocationTransport Statement

20 March 2017

Velindre NHS Trust

361662/WTD 102 AP:\Cardiff\ERA\ITD\Projects\361662 Velindre Cancer Care Centre\Reports\TransportAssessment\Transport Statement\Velindre Transport Statement Final Draft.docxMott MacDonald

Mott MacDonaldMott MacDonald House8-10 Sydenham RoadCroydon CR0 2EEUnited Kingdom

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Velindre NHS TrustUnit 2 Charnwood CourtHeol BillingsleyParcNantgarwCardiffCF15 7QZ

Velindre Cancer Care HospitalRelocationTransport Statement

20 March 2017

Mott MacDonald Group Limited.Registered in England and Wales no.1110949. Registered office: MottMacDonald House, 8-10 Sydenham Road,Croydon CR0 2EE, United Kingdom

Velindre NHS Trust

Mott MacDonald | Velindre Cancer Care Hospital RelocationTransport Statement

361662/WTD | 102 | A | 20 March 2017P:\Cardiff\ERA\ITD\Projects\361662 Velindre Cancer Care Centre\Reports\Transport Assessment\Transport Statement\Velindre Transport Statement FinalDraft.docx

Issue and Revision Record

Revision Date Originator Checker Approver DescriptionA 20/03/17 Debra

ChalonerElizabethChandley

EdwardWoodhouse

Issue to Welsh Government

Document reference: 361662/WTD | 102 | A

Information class: Standard

This document is issued for the party which commissioned it and for specific purposes connected with the above-captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or beingused for any other purpose, or containing any error or omission which is due to an error or omission in data suppliedto us by other parties.

This document contains confidential information and proprietary intellectual property. It should not be shown to otherparties without consent from us and from the party which commissioned it.

This r epo rt h as b een pre par ed s olely fo r us e by the par ty which co mmissio ned i t (t he ‘Clien t’) in conn ectio n with t he c aptio ned pr oject. I t sho uld not b e us ed f or a ny o the r pu rpos e. No pe rson oth er t han the Clie nt o r a ny pa rty w ho h as ex pres sly ag ree d te rms of r elianc e with us (t he ‘Re cipien t(s)’ ) m ay r ely on the cont ent, i nfo rma tion or a ny views exp resse d in t he rep ort. W e acc ept no d uty o f ca re, resp onsibili ty or lia bility to any oth er recipie nt of this docu men t. This r epo rt is c onfid ential and cont ains p rop riet ary in tellect ual p rop erty .



Contents

Executive summary 1

1 Introduction 41.1 Overview 41.2 The New Velindre Cancer Care Centre 41.3 Policy Context 41.4 Scope of this Report 41.5 Meetings 5

2 Development Proposals 62.1 Site location 62.2 Site description 62.3 Development Proposals 6

3 Highway Improvements 83.1 Introduction 8

3.1.1 Existing Highway Alignment 83.1.2 Proposed Alignment 8

3.2 Design Constraints 93.3 Land Ownership 9

4 Base Traffic Flows 10

5 Forecast Future Year Base Traffic Flows 115.1 Growth Factors 115.2 Committed Developments 12

6 Forecast Development Trip Generation 136.1 Trips Removed from Future Year Base Data 13

6.1.1 Patient Trips Removed 136.1.2 Staff Trips Removed 13

6.2 Development Trip Generation 136.2.1 Documents 146.2.2 Staff Trip Development 146.2.3 Patient Trip Development 166.2.4 Other Vehicle Trips 176.2.5 Maggie’s Centre 19

6.3 Trip Distribution 19



7 Junction Capacity Analysis 207.1 Background 20

7.1.1 Modelling Software 207.1.2 Capacity Assessment Scenarios 21

7.2 Longwood Drive Roundabout 217.2.1 Longwood Drive Roundabout Existing Layout 217.2.2 Longwood Drive Roundabout Modelling Results Revised Lay-out 227.2.3 Sensitivity Test 237.2.4 Summary 24

7.3 Longwood Drive / Coryton Gyratory Junction Analysis 247.3.1 Longwood Drive / Coryton Gyratory Existing Lay-out 24

7.4 Junction Analysis Results Proposed Lay-out 277.4.1 LinSig Modelling Summary 287.4.2 Further investigation of Coryton Gyratory results 29

8 Sustainable Transport and Accessibility 328.1 Introduction 328.2 Public Transport 32

8.2.1 Bus 328.2.2 Rail 358.2.3 Public Transport Proposals 35

8.3 South Wales Metro Proposals 368.4 Active Travel 36

8.4.1 Walking 368.4.2 Cycling 36

8.5 Travel Plan 37

Appendices 39

A. Policy context 40A.1 Healthcare Policy 40A.2 National Transport Policy 40A.3 Local Transport Policy 41

B. Site Plan 43

C. Highway Drawings 44

D. Traffic Data 45D.1 Overview 45D.2 Junction Turning Counts (JTC) 45D.3 Automatic Traffic Counts 46



D.4 Automatic Number Plate Recognition 47D.5 MOVA Data (Micro Processed Vehicle Actuated) 48

E. Supporting Documentation 49

F. Trip Calculation 50

G. Junction Modelling Results ARCADY 51

H. Junction Modelling Results LINSIG 52

Mott MacDonald | Velindre Cancer Care Hospital Relocation 1Transport Statement


Executive summary

Improvements in cancer treatment have led to an increasing rate of survival but the number of peoplegetting cancer is also increasing year on year. Velindre National Health Service Trust (VNHST) hasknown for some time that these facts mean, without change, Velindre Cancer Centre (VCC) willincreasingly struggle to meet forecasted levels of demand whilst continuing to deliver the highest levelof care, quality and patient experience in the 21st century. The proposed new facility will provide aregional cancer centre for South East Wales covering the Cwm Taf, Cardiff and Vale, Anuerin Bevanand Abertawe Bro Morgannwg (ABM) (Bridgend) health boards.

This Transport Statement has been prepared for the Welsh Government by Mott MacDonald onbehalf of Velindre NHS Trust to examine the impact of the proposals on the local trunk road network.A full Transport Assessment has also been produced.

The new Velindre Cancer Centre (nVCC) will provide region of 39,000m2 of health floor spaceproviding non -surgical critical services including: Radiotherapy, Chemotherapy, Pharmacy, Outpatients, Imaging, and a small number of In-patient beds. In addition, the Maggie’s Centre Charityplan to build a support unit on the proposed site.

The nVCC proposals have been developed within the context of existing planning policy, which mustbe considered so that the development can be aligned with the aspirations and objectives of therelevant planning bodies and health care policy including the Active Travel (Wales) Act 2013.

Development ProposalsThe proposed development site is comprised of undeveloped land currently not accessible byvehicles from the highway network. It is situated on the northern outskirts of Cardiff, approximately2km from Whitchurch Village, 6km north of Cardiff City Centre and 400m from Coryton Interchange,connecting to the M4, A470 and the local highway network. Adjacent developments include theWhitchurch Hospital site, the residential areas of the Hollybush Estate and Clos Coed Hir, CorytonRailway station and ASDA Superstore (Coryton).

The proposed development consists of the cancer centre and associated infrastructure that includestwo vehicle access routes, internal site roads, a new pedestrian access, pedestrian linkages toCoryton Railway station, vehicle parking areas, internal pedestrian routes and associated utilitiesinfrastructure, public realm, and landscaping.

Proposed Site Access ArrangementsThe main site access would be provided from the north of the site via the existing roundabout onLongwood Drive. It is proposed to upgrade the roundabout and the arms that serve Longwood Drive /Coryton Gyratory junction and the ASDA Supermarket site. A new access road would spur off fromthe Asda site access road, to the south-east of McDonalds, across the disused railway cutting andenter the main site area through the north-west boundary. The access road would be 6m wide,providing two-way vehicle movement and a shared pedestrian and cycle lane. A secondary‘Emergency only’ access is proposed from the Hollybush Estate, this access would only be used inthe event of an emergency and gated to prevent other vehicular access. Pedestrian access to theeast of the site will be provided by the existing bridge with upgraded footway.

Other upgraded pedestrian and cycle accesses would be provided from Pendwyallt Road and CorytonRail Station connecting in to the local public rights of way in the vicinity of the site.



Trip generationThe traffic flows were assessed for three years: 2016 (Base); 2022 (Opening); and 2032 (Design) inthe AM and PM peaks. Base traffic data was obtained through a traffic survey programme on the localhighway network in 2015 and 2016. Micro-Processed Vehicle Actuated (MOVA) data was supplied byTraffic Wales in 2016 for the Longwood Drive / Coryton Gyratory signalised junction assessment.

Future year growth was determined by applying TEMPro Interim v7.1 growth factors for Cardiff 010area and National Transport Model 2015 dataset for urban principal roads, adjusted using WebTAGfactors for forecast fuel price and income changes. The resulting background traffic growth shows anincrease of 12% between 2016 and 2022 and 30% between 2016 and 2032.

Development trips have been generated for staff, patient, deliveries, and other ad-hoc trips associatedwith the hospital and applied to the base and future year flows.

Staff trips calculations are based on information provided by the Velindre NHS Trust. The trip arrivaland departure profile and percentage travelling by car has been developed from information given inthe Velindre staff travel to work survey 2016.

The Patient trip profile is based on the information contained in the Workforce / Activity and Capacitymodel developed by GE Finnamore Health Care Planners and further information provided by VCCoperational management.

The Ordinary Goods Vehicle (OGV) and Light Goods Vehicle (LGV) trip profile has been developedon known delivery schedules provided by VCC with an allowance made for ad-hoc and non-hospitalrelated trips.

Junction modelling

Two junctions were assessed using industry standard software

● Longwood Drive roundabout assessed in ARCADY.The results show that Longwood Drive roundabout operates within capacity in all existing anddevelopment scenarios, including sensitivity tests undertaken at plus 20% and 50% developmenttraffic for 2022 and 2032.● Longwood Drive / Coryton Gyratory signalised junction, assessed in LinSig.The junction was assessed for the existing lay-out and the development proposals both with andwithout the depot arm as this has very low flows and does not operate every cycle. The analysiscovers the existing junction layout and the proposed layout. The Table below shows the results for theCirculatory arm for each scenario tested.

Table i.: Comparison of Degree of Saturation (DoS) for the Circulatory Arm for all time periods and allscenarios

Existing JunctionBase

Existing JunctionBase + development

Revised layoutBase + Development

2016 AM With Depot

No Depot

85.0%

79.0%

2016 PM With DepotNo Depot

86.8%81.4%

2022 AM With DepotNo Depot

93.0%86.6%

93.0%86.5%

93.0%86.5%

2022 PM With Depot

No Depot

92.6%

86.7%

98.3%

92.5%

94.8%

89.6%

2032 AM With DepotNo Depot

87.8%85.7%

87.3%85.5%

87.3%85.5%






2032 PM With DepotNo Depot

99.5%93.3%

105.2%106.0%

103.6%98.9%

Overall, the assessment results indicate that the junction with the existing layout operates withindesirable capacity in the 2016 base scenario, with or without depot operation. By 2022 the junction isoperating within theoretical capacity in the base and with development scenarios. By 2032 theexisting junction operates within desirable capacity in the AM peak in the base and with developmentscenarios. In the 2032 PM peak in the base scenario the existing junction operates at theoreticalcapacity, with the development it is operating over capacity. This shows the existing junction withoutthe development will start to experience capacity issues approaching 2032.

With the proposed Longwood Drive realignment, the junction modelling results are closer to theperformance of the existing junction with the base flows only. The junction with the development willoperate just within theoretical capacity in 2032 without depot signal operation, with a Degree ofSaturation (DoS) of 99.5% on Longwood Drive and 98.9% on the Circulatory arm. The junctionoperates over theoretical capacity in the PM peak with depot arm on both the Circulatory arm andLongwood Drive with DoS of 103.6% and 100.3% respectively.



1 Introduction

1.1 OverviewThis Transport Statement has been prepared for the Welsh Government by Mott MacDonald onbehalf of Velindre NHS Trust to examine the impact of the proposals for the new Velindre CancerCare Centre on the trunk road network. In addition, this Transport Statement covers consideration ofSustainable Transport in accordance with the Active Travel Act 2013.

A full Transport Assessment has been prepared to support the planning application where the fulldetail of all the transport considerations are covered.

1.2 The New Velindre Cancer Care CentreWith the increase in the numbers of people getting cancer and improved survival rates Velindre NHSTrust has known for some time Velindre Cancer Care Centre will increasingly struggle to meetforecast levels of demand whilst continuing to deliver the highest level of care, quality and patientexperience.

The new Velindre Cancer Centre (nVCC) is proposed to provide in the region of 39,000m2 of healthfloor space. No surgical treatment would be provided at the centre, but provision for the delivery of thefollowing critical services would be provided:

● Radiotherapy● Chemotherapy● Pharmacy● In-patient Beds● Out-patient services● Support Services and,● Imaging

The nVCC is to be designed with the needs of the patient at its core, reinforcing the reputation of thecurrent Velindre hospital as a centre of excellence for cancer treatment. The new facility will also aimto make Velindre an international focal point for Research and Development with an emphasis onexpanding clinical trials and improving the translation research links between “bench and bed”. Acentre for learning, teaching and research and development would therefore be included in theplanning application.

In addition to nVCC, a Maggie’s Centre development is planned on the site offering free practical,emotional, and social support to people with cancer and to their family and friends.

1.3 Policy ContextThe nVCC is being developed in the context of healthcare policy. The transport aspects of theproposals take on board national and local transport policy. An overview of the policy documents isgiven in Appendix A.

1.4 Scope of this ReportThis Transport Statement covers the following:

● Section 2 – sets out the development proposals, conditions, and constraints in context of thedevelopment site location.

● Section 3 - provides information on the proposed highway realignment.● Section 4 –provides information on the base traffic flows.



● Section 5 – presents the forecast future years’ base traffic flows.● Section 6 – provides information on the development trip generation methodology and calculations

of trips forecasts for the proposed development, including all assumptions made.● Section 7 – provides the junction capacity analysis● Section 8 – gives an overview of the public transport connectivity the proposed active travel

(Walking and Cycling) measures.

1.5 MeetingsThis Transport Statement has been prepared in line with the requirements of the Welsh Government(WG), Cardiff Council (CC) and Velindre NHS Trust. These were agreed at the meetings with:

● Cardiff Council on the 20th October 2016; and● Welsh Government on19th May 2016 and 20th January 2017



2 Development Proposals

2.1 Site locationThe proposed development site is situated in the north of Cardiff approximately 2km from the centreof Whitchurch Village and 6.0km north of Cardiff City Centre. Coryton Interchange, connecting to theM4, A470 and the local highway network is located approximately 400 metres from the site. The site isnot currently accessible by vehicle from the highway network. Pendwyallt Road and Park Roadlocated to the east of the site are the closest public roads and connect Whitchurch village to CorytonInterchange. Prominent adjacent users to the site include: Whitchurch Hospital to the southeast; theresidential areas of Hollybush Estate and Clos Coed Hir, and Coryton railway station to the northeast,ASDA and Coryton House to the north, and GE Healthcare to the northwest.

Figure 1: nVCC Site Location

Source: OS Data @ Crown Copyright and Database right 2016

2.2 Site descriptionThe site is currently open meadow and a mixture of grasslands with numerous footpaths currentlyused for recreational purposes by the local community The proposed building will encompass almost39,000m2 of floor area. A site plan is included in Appendix B.

2.3 Development ProposalsThe proposed development consists of the cancer care centre and associated infrastructure thatincludes site main access, emergency access route, internal site roads, a new pedestrian access, apedestrian linkage to Coryton railway station, vehicle parking, internal pedestrian routes andassociated utilities infrastructure, public realm and landscaping.



Full details of the infrastructure works associated with the development are provided in the TransportAssessment. Of relevance to the Welsh Government is the main site access arrangement whichimpacts on Coryton interchange.

Site Main Access Arrangement

The main site access route would be provided from the north of the site via the existing roundabout onLongwood Drive and Coryton gyratory. To facilitate the development, it is proposed to upgrade theroundabout and the link between the roundabout and Coryton Interchange.



3 Highway Improvements

3.1 IntroductionThe development proposals include improvements to the Longwood Drive access off CorytonInterchange. These proposed improvements aid the performance of the Longwood Drive / CorytonGyratory traffic signals which as part of the trunk road network are the responsibility of WelshGovernment.

Improvements are also proposed to the Longwood Drive roundabout and the Longwood Drive (east)and ASDA arms of the roundabout. This roundabout, whilst not part of the trunk road network, has thepotential to impact on the performance of the Longwood Drive / Coryton Gyratory traffic signals.

All drawing appertaining to the existing situation and proposed alignment are shown in Appendix C.

3.1.1 Existing Highway Alignment

The existing Longwood Drive (east) eastbound carriageway running from Longwood Drive roundaboutto the Coryton Gyratory is formed of a 5.5m wide lane which splits to form two further filter lanesapproximately 80m from the signalised stop line. The carriageway width at the stop line is 13.8m. Thelanes are configured with a traffic island giving one lane to the left and two lanes to the right.

The existing Longwood Drive (east) westbound entry is a 3.5m single lane from the Coryton gyratoryslip road which splits into two lanes approximately 20m prior to the Longwood Drive roundabout with astop line width of 6m.

The existing Longwood Drive roundabout is non-standard with a circulatory carriageway width ofapproximately 8.5m, an inscribed circle diameter of 23m, a traffic island of 7m diameter and 4 armsserving the petrol filling station to the north, the ASDA Supermarket to the south, Longwood Drive(east) and (west). There are two entry lanes to the roundabout and one exit lane from LongwoodDrive (east) and (west). The petrol filling station and ASDA access arms are single lane entries andexits. The current non-compliances result in the roundabout operating in a less efficient manner withdriver behaviour creating uncertainty at the roundabout

3.1.2 Proposed Alignment

To provide access to the development, the proposals include works to increase the capacity of theroundabout and consequently the junction of Longwood Drive / Coryton Gyratory. The improvementsinclude:

● Stop line widths around the junction to be modified as follows:– Longwood Drive (west) widths increased to 4.3m northern lane, 3.5m southern lane (existing

widths 3.5m).– Longwood Drive (east) - 7.6m northern lane (existing 3.7m), 5m southern lane (existing 3.6m)– ASDA Access entry - 6.6m (existing 6m).

● The roundabout Inscribed Circle Diameter (ICD) increased from 23m to 28m and the island hasbeen reduced from 3.5m to 2m radius.

● The Longwood Drive (west) westbound lane increased from approximately 3m to 3.5m.● The existing Longwood Drive (east) eastbound exit is formed of a wide 5.5m lane which splits into

2 further lanes in approximately 35m. It is proposed to provide two exit lanes on the eastbound exitof 3.5m widths which splits into the existing three lanes approximately 80m from the junction.

● The existing Longwood Drive (east) westbound entry is formed of a 3.5m lane which splits into twolanes approximately 20m prior to the roundabout. It is proposed to maintain the existing lane at3.5m width which will continue straight ahead and provide an additional left turn only lane of 3.5m



width and 60m length to provide a dedicated left turn for access to ASDA and the proposeddevelopment.

● The proposed alterations to Longwood Drive (east) result in the carriageway levels being loweredbetween 0.5m and 2.0m and approximately 15m of grass verge being removed betweenLongwood Drive (east) and the ASDA access road. Subsequently the grass verge levels havebeen lowered to improve visibility and the ASDA access road has been lowered by approximatelyup to 0.5m.

The above proposals will improve the circulatory flow of vehicles around the roundabout, and on theapproaches.

The expected land take for the arm realignment is approximately 700m2. The split per arm is givenbelow:

● Longwood Drive (west) - 90m2

● Longwood Drive (east) – 30m2

● ASDA Access - 550m2

● ASDA Access proposed footway/verge on existing carriageway - 80m2

3.2 Design ConstraintsThe following constraints have restricted various aspects of the proposed roundabout design andLongwood Drive (east) carriageway alignment:

● The existing vertical alignment between Longwood Drive (east) and ASDA Heavy Goods Vehicle(HGV) access road limits the amount of alteration that can be made.

● Adjacent landscape verges.● Maintaining the position of the ASDA HGV delivery access road / store deliver point has restricted

the road realignment.● Ensuring that the proposed design ties into Longwood Drive alignment without significant alteration

to existing road layout.● Proximity of the petrol station to the existing roundabout arm.● A high-pressure gas main which passes beneath the carriageway restrains major vertical alteration

to the proposed levels.● Longwood Drive (west) is constrained by the Site of Scientific Interest (SSSI), Local Nature

Reserve (LNR) and deep cutting of the dis-used railway line (approx. 18m deep, forming part ofthe LNR)

● The McDonalds restaurant has constrained any significant alterations to the southern arm of theproposed roundabout and/or ASDA car park.

● The proximity of Coryton Gyratory significantly restricts the repositioning of junctions and roadlayouts

3.3 Land OwnershipIt is understood that the land required for the highway improvements are in the ownership of CardiffCounty Council and ASDA.



4 Base Traffic Flows

Base year traffic flows were established for:

● Site 1 Longwood Drive roundabout● Site 2 Longwood Drive / Coryton Gyratory signalised junction

To obtain base traffic flow data on the vehicle movements at the relevant junctions, Automatic TrafficCounts and Junction Turning Counts were commissioned by Mott MacDonald and undertaken byTracsis in June/July 2016.

Automatic Traffic Count data was collected for one full week (24 hours per day), while classifiedJunction Turning Count data was collected between the hours of 07:00 and 10:00 to cover the AMpeak period and 15:00 to 20:00 to cover PM peak period.

The base flows for the Longwood Drive signalised junction were taken from the MOVA data suppliedby Traffic Wales in October 2016.

Analysis of the traffic data established that the peak hours for the junctions are AM 08:00 – 09:00 andPM 16:30 – 17:30.

Full details of the data collected is given in Appendix D.

Existing 2016 AM and PM peak hour flows are shown on Appendix F.



5 Forecast Future Year Base Traffic Flows

The future year base traffic flows have been calculated for 2022 (opening year) and 2032 (designyear). The flows represent the future situation without the nVCC. The flows are based on the 2016base traffic flows with the following adjustments:

● Application of National Trip End Model Interim v7.1 trip end growth● Consideration of Committed Developments.The resultant future year base traffic flows are shown in Appendix F.

5.1 Growth FactorsForecast traffic flows, representing background traffic volumes that will exist in the future (without thenVCC), have been calculated for 2022 (opening year) and 2032 (design year). The following upliftshave been applied to the existing (2016) base traffic flows:

● National Trip End Model (NTEM) Interim v7.1 trip end growth, combined with National TransportModel (NTM) 2015 traffic growth forecasts (using TEMPro 7.1); and

● WebTAG forecast income and fuel adjustment factors.

TEMPro 7.1 has been used to obtain traffic growth factors, based on NTEM Interim v7.1 for Cardiff010 area as shown in Figure 2 and the NTM 2015 traffic forecast dataset for an urban principal road.This was used as a worst-case traffic growth rate, producing higher growth for Cardiff 010 incomparison to Cardiff and South East Wales.

Figure 2: Location of Cardiff 010, TEMPro Interim v7.1

Source: TEMPro Interim v7.1 Background Mapping-Ordnance Survey data Crown copyright and database right 2016

WebTAG factors have then been used to adjust the TEMPro (Interim v7.1) growth factors for forecastfuel price and income changes between 2016 and the two future years (2022 and 2032). The resultinggrowth factors are shown in Table 1. For 2016 to 2022 traffic growth is approximately 12% over the



next five years. Growth factors for 2016 to 2032 show peak period traffic growth of approximately 30%over the next fifteen years.

Table 1: Growth FactorsYear Time Period TEMPro Factor Income

Adjustment (Factor Applied

TEMPro 2016 - 2022 AM Peak 1.0951 1.021 1.1183

TEMPro 2016 - 2022 PM Peak 1.0955 1.021 1.1187

TEMPro 2016 - 2032 AM Peak 1.2220 1.063 1.2994

TEMPro 2016 - 2032 PM Peak 1.2205 1.063 1.2977Source: TEMPro (Interim v7.1)

5.2 Committed DevelopmentsThe only committed development in the vicinity of Longwood Drive is a Starbucks located at the petrolfilling station. The Transport Assessment submitted as part of the planning application indicates noadditional trips.

No other committed developments have been explicitly included in the future years flows as anyfuture growth on the network is adequately accounted for through the application of the worst-caseNTEM growth factor for Cardiff 010 to the base flows. The Cardiff 010 NTEM area includes theWhitchurch Hospital site and is deemed to cover the redevelopment of this site.



6 Forecast Development Trip Generation

The future year traffic flows with the nVCC have been calculated for 2022 (opening year) and 2032(design year). The flows are based on the future year base traffic flows with allowances for thefollowing:

● Removal of existing Velindre Hospital Trips● Addition of forecast trips associated with the new Velindre Cancer Campus.

6.1 Trips Removed from Future Year Base DataTo remove double counting trips associated with the existing Velindre Hospital, already on thenetwork, have been removed from the calculated future year base trips in the PM peak for the CorytonGyratory / Longwood Drive Junction.

AM Peak trips currently arriving at Velindre via Coryton Gyratory would leave prior to this junction andare therefore not in the base data.

6.1.1 Patient Trips Removed

The calculations for the number of patient trips removed from the future year base flows are based onthe percentage of patients travelling from the three health board areas of ABM University HealthBoard (UHB) Bridgend, Anuerin Bevan UHB, and CwmTaf UHB. It is assumed that those travellingfrom Cardiff and Vale will not access the current Velindre site via Coryton Gyratory and are thereforenot already on the network in this location.

6.1.2 Staff Trips Removed

The number of staff trips removed from the future year base flows have been calculated usingpostcode information provided in the Travel to Work Survey 2016.

The total peak hour flows removed for both staff and patients are given in Table 2.

Table 2: Total Flows removed from PM Peak Future Year Base DataTime Period 2022 203216:30 – 17:30 150 183

6.2 Development Trip GenerationForecast trips associated with the proposed development have been derived using informationprovided by VNHST and Healthcare Planners GE Finnamore on behalf of VNHST. The proposeddevelopment will generate an increase in traffic from staff, Patient and deliveries arrival anddepartures.

Calculation of development trip covers the following:

● Staff● Patients● Other – in-patient visitors; hospital transport, delivery vehicles● Maggie’s Centre

The calculation methodology and assumptions are set out below.

Trip generation figures are given in Appendix F.



6.2.1 Documents

The calculation of staff trips for the nVCC are based on the documentation listed below and frominformation provided by Operational management at VCC.

The main documents used to inform the staff trips calculations are;

● Summary / Workforce Activity and Capacity Spreadsheet (S/WACS)● Staff Travel to Work Survey 2016 (STWS).● Activity for Predicting Footfall (APF)Copies of these documents are provided in Appendix E

6.2.2 Staff Trip Development

6.2.2.1 Staff Numbers

The S/WACS gives total numbers of staff for three categories: staff; VCC staff to be located at thenew site; and Other, assumed to be located elsewhere. Only staff identified as VCC have been usedin the calculations.

The numbers given in the S/WACS are shown as Whole Time Equivalents (WTE). To convert toactual staff numbers a factor of 1.14 was applied. This was derived from the full (0.86) and part timeworkers (0.14) percentage split provided by VCC Operational Management.

Further information obtained from VCC Operational services identified staff not included in the originalfigures provided in the S/WAC Spread Sheet. The staff groups identified relate to Trust HeadQuarters, Transforming Cancer Services (TCS), Site management, maintenance and security staff, allnow expected to relocate to the new site. The staff numbers given for these categories are actualnumbers therefore the WTE factor was not applied.

For the calculation of future year growth, the base year numbers were factored by the percentagegrowth of staff provided in S/WAC for 2021 /2022 (9.98% of 2016 Base) and 2032 (17.03% of 2016Base).

Table 3 shows the total number of staff expected to be employed on the proposed nVCC facility forBase year (2016) Opening year (2022) and Design year (2032).

Table 3: Total Staff NumbersStaff Information / Source Number of Staff / Year

2016 2022 2032

Summary / Workforce Capacity Spread Sheet (WTE) 682.4 750.5 798.6

Actual Staff (1.14 Factor Applied) 777.94 855.57 910.40

Additional Staff Identified 110 122.30 130.47

Total Staff 887.94 977.87 1040.87

6.2.2.2 Staff Travel – Trip Rate Calculation

To convert the total staff into forecast trip rates, the following assumptions were applied:

● Assume 66% of staff are on duty at any one time. This is to account for shift patterns, annualleave, sick leave etc; and

● 77% of the staff on duty travel by car. This figure was derived from Velindre Travel to Work Survey2016, the results of which are presented in Table 4.



Table 4: Staff Commute by Car (Staff Travel to Work Survey 2016)Trip Type Staff Numbers Percentage

Actual Number of Staff Surveyed 230 100%

Total – Travel by Car 177 77%

Source: Velindre Travel to Work Survey 2016

The ‘travel by car’ percentage was applied to total staff numbers to calculate the staff travel to worktrips by car profile for the proposed development for Base, Opening and Design years (Table 5).

Table 5: Staff Travel by CarStaff 2016 Base 2022 2032Total Staff 887.94 977.87 1040.87

66% on duty 586.04 645.39 686.97

Factored by 77% 452 497 529

6.2.2.3 Staff Arrival and Departure Profile

The staff arrival / departure profile is based on the percentages given in the Travel to Work Survey2016 which asked staff for the time they normally arrive and depart the Velindre Hospital site. Thecalculated percentages given in Table 6 were applied to the development staff totals for eachmodelled year.

Table 6: Staff Arrival and Departure Percentage per Time PeriodStaff Arrival Time Staff No. % per Time Period

7:00am to 7:29am 8 3.48%

7:30am to 7:59am 54 23.48%

8:00am to 8:29am 68 29.57%

8:30am to 8:59am 65 28.26%

9:00am to 9:29am 23 10.00%

9:30am to 10:00am 5 2.17%

Other 7 3.04%

Staff Departure Time Staff No. % per Time Period

4:00pm to 4:29pm 37 16.09%

4:30pm to 4:59pm 36 15.65%

5:00pm to 5:29pm 73 31.74%

5:30pm to 5:59pm 21 9.13%

6:00pm to 6:29pm 21 9.13%

6:30pm to 7:00pm 7 3.04%

Other 33 14.35%Source: Velindre Travel to Work Survey 2016

The percentage of staff stating ‘Other’ as their arrival or departure time choice are assumed to arriveor depart in the inter-peak period and have been distributed accordingly.

To calculate an arrival and departure distribution profile the percentages given in Table 6 wereapplied to the staff numbers calculated for all three modelled years – 2016 (Base) 2022 (Opening)and 2032 (Design). The resulting profile is given in Table 7.



Table 7: Staff Arrival and Departure ProfileTime Period 2016

Arrival2016Departure

2022Arrival

2022Departure

2032Arrival

2032Departure

07:00 - 07:30 23.92 26.30 27.99

07:30 - 08:00 92.82 102.08 108.63

08:00 - 08:30 139.75 154.11 163.99

08:30 - 09:00 134.60 148.44 157.96

09:00 - 09:30 39.53 43.48 46.27

09:30 - 10:00 8.59 9.45 10.06

10:00 - 10:30 3.05 4.71 3.94

10:30 -11:00 2.36 2.76 3.68

11:00 - 11:30

11:30 - 12:00

12:00 - 12:30

12:30 - 13:00 6.61 5.75 6.44

13:00 - 13:30 8.13 9.15 10.16

13:30 - 14:00 8.13 9.15 10.16

14:00 - 14:30 8.13 9.15 10.16

15:00 - 15:30 8.13 9.15 10.16

15:30 - 16:00 3.05 3.81 3.86

16:00 16:30 63.60 69.95 74.43

16:30 - 17:00 61.88 68.06 72.42

17:00 - 17:30 148.35 163.57 174.05

17:30 - 18:00 58.97 65.26 69.45

18:00 - 18:30 36.10 39.70 42.24

18:30 19:00 12.03 13.23 14.08

19:00 19:30 8.13 8.13 8.41

19:30 - 20:00 7.94 8.52 7.11

20:00 - 20:30 10.16 11.18 11.89

18:30 19:00 8.13 9.15 10.16

6.2.3 Patient Trip Development

The patient trip profile for the nVCC is based on the information given in the S/WACS provided byHealth Care Planners G.E. Finnamore on behalf of Velindre NHS Trust and the APF provided by theoperational services Velindre Hospital Appendix G.

6.2.3.1 Total Annual Appointments

The total number of possible annual appointments were derived by multiplying the capacity by theperformance of each activity identified.

6.2.3.2 Total Daily Appointment

The total possible annual appointments were factored to reflect the daily operation of each activitygiving the total number of possible treatments / appointments per day, using the followingassumptions from the APF spreadsheet:

● Weeks of operation per year of each activity ranging from 48 to 52 weeks per year;● Days of operation per week for each activity ranging from 4 to 5 days per week;● The hours of operation per day for each activity ranging from 7.5 to 12 hours per day; and● Percentage utilisation for each activity as provided by VCC.



Table 8 provides the calculated average number of patients attending per day for each of theassessed years.

Table 8: Patient Daily attendanceBase 2016 Opening 2022 Design 2032

Patient Number 644 698 761

6.2.3.3 Patients Arrival and Departure Profile

The hospital daily appointments are between the hours of 08:00 and 18:00, therefore it is assumedthat patients will start to arrive after 07:30 and leave before 18:30. With the exception of SACTdepartment, a flat profile of arrival and departures is assumed. For SACT, VCC provided an averagelength of stay per appointment of 120 minutes, therefore the model assumes that SACT patients onaverage will leave more than 2 hours after arrival. Patient arrival and departure profile for eachmodelled year is shown in Table 9.

Table 9: Patient Arrival / Departure ProfileTime Period Arrival 2016 Departure

2016Arrival 2022 Departure

2022Arrival 2032 Departure

2032Total Patients 612 663 761

07:00 - 07:30

07:30 - 08:00 10 10 13

08:00 - 08:30 13 13 16

08:30 - 09:00 38 10 41 10 47 13

09:00 - 09:30 38 10 41 10 47 13

09:30 - 10:00 38 35 41 39 47 44

10:00 - 10:30 38 43 41 47 47 54

10:30 - 11:00 38 35 41 39 47 44

11:00 - 11:30 38 35 41 39 47 44

11:30 - 12:00 38 35 41 39 47 44

12:00 - 12:30 38 43 41 47 47 54

12:30 - 13:00 38 35 41 39 47 44

13:00 - 13:30 38 35 41 39 47 44

13:30 - 14:00 38 35 41 39 47 44

14:00 - 14:30 38 43 41 47 47 54

14:30 - 15:00 38 35 41 39 47 44

15:00 - 15:30 38 35 41 39 47 44

15:30 - 16:00 38 35 41 39 47 44

16:00 - 16:30 10 35 10 39 13 44

16:30 - 17:00 10 35 10 39 13 44

17:00 - 17:30 18 18 22

17:30 - 18:00 10 10 13

18:00 - 18:30 10 10 13

18:30 - 19:00

19:00 - 19:30

19:30 - 20:00

6.2.4 Other Vehicle Trips

6.2.4.1 In-Patient Visitors

The nVCC is expected to have a maximum of 43 in-patient beds opening in 2022. The followingassumptions have been made in the calculation of patient visitor daily trips:



● Visiting times 14:00-16:00 and 18:00-20:00;● Assume one visit / vehicle per patient per day; and● Trips split evenly between the two visiting periods per day.● Assumes 20% of visitors travel by public transportThe model assumes afternoon visiting arrivals and evening visiting arrivals and departures will be inthe inter-peak periods therefore only 17 PM peak departures have been included in the developmenttrips modelled.

6.2.4.2 Patient Hospital Transport

The patient trips calculations assume 5% of patients will arrive / depart using hospital transport withan average of four patients per vehicle. This gives a provision of 8 two-way trips in the course of eachday in the Base year 2016 rising to 11 in 2032. For robustness three arrivals have been modelled inthe AM peak and three departures in the PM Peak.

Table 10: Patient Hospital Transport Calculation for Base, opening and design yearsCalculation Assumptions 2016 Base 2022 2032Total Annual Patient using Hospital Transport (5%) 8658.84 9366.45 10808.16

Patient per week Patients (52 weeks) 166.52 180.12 207.85

Patients per day, assume 5 days operation 33.30 36.02 41.57

Assume an average of 4 patients per vehicle 8.33 9.02 10.39Source: Mott Macdonald

6.2.4.3 Delivery Vehicles

Other Goods Vehicles (OGVs)

Velindre Operation Management provided information on the expected delivery profile and size ofvehicles for OGV’s accessing the hospital. The modelled trip profile assumes an average flat arrival /departure profile between 08:00 and 16:00. For robustness two arrivals have been modelled in theAM peak period.

Future years OGV trips have been generated but factoring 2016 base by the percentage growth inpatients for 2022 (7.55%) and 2032 (13.50%) giving in the Summary / Workforce Activity /CapacitySpreadsheet.

Table 11: OGV Delivery CalculationsType of Delivery Storage

RequirementsIndicative

Vehicle SizeTotal Vehicle

Per Week2016

Total Vehiclesper Week

2022

Total VehiclesPer Week

2032Deliveries from NationalDistribution

2 – 4 times aweek

OGV 2 4 4.30 4.88

Local Suppliers 10 – 15 perWeek

Largest Vehicle13.5 Tonne

15 16.13 18.31

Ad hoc ExternalDeliveries

Allow 2-3 perWeek


3 3.23 3.66

Equipment Supplies Ad-hoc 1 perDay


5 5.38 6.10

Third Party Deliveries Ad-Hoc 1 perDay


5 5.38 6.10

Linen Deliveries 2 per Week 7.5 Tonne 2 2.15 2.44

Waste Collection 3 per Week 13.5 Tonne 3 3.23 3.66

Total Weekly OGV1 4 4.30 4.88

Total Weekly OGV 2 33 35.49 40.28

Total OGV 37 39.79 45.16Source: Velindre Hospital Operation Management



Light Goods Vehicles (LGV’s)

The delivery information provided expects up to 8 hospital LGV’s deliveries per day but no informationis available on adhoc LGV trips, therefore a nominal calculation of 2% of combined staff and patienttrips and added to the hospital LGV trips, totalling 36 LGVs per day. A flat distribution profile over an 8hour time period between 08:00 and 16:00 gives three arrivals and two departures in the AM peakand two departures in the PM peak period.

Table 12: LGVs Per DayTotal Staff and Patients 2016 2022 2032Staff and Patients 2016 1389.62 1518.28 1670.90

2% of Combined Staff Patient Numbers 27.79 30.37 33.42

Daily Hospital LGV deliveries 8 9.04 10.22

Total LGV per day 36 40 44Source: Mott Macdonald

6.2.5 Maggie’s Centre

A Maggie’s Centre is planned on land adjoining the hospital development offering support to Velindrepatients. Their previous planning application approved by Cardiff Council states that 10 parkingspaces will be required and that the majority of patients will already be on site to attend other nVCChospital appointments. Therefore, limited additional trips would be expected. For robustness, it isassumed that the 10 spaces would be for staff arriving in the AM peak and leaving in the PM Peak asinformation from other Maggie’s centres indicated their opening hours as 09:00 to 17:00 Monday toFriday.

6.3 Trip DistributionThere is only one planned general vehicle access road onto the nVCC site which is the main siteaccess from Longwood Drive via Coryton Gyratory. For trip distribution purposes the directiontravelled to Coryton has been aligned to the number of patients arriving from the different healthboard areas:

● Cardiff and Vale Health Board 20%● ABM (Bridgend) Health Board 10%● Cwm Taf Health Board 30%● Anuerin Bevan Health Board 40%

To determine the effect of the development generated traffic on the local highway network, tripsassociated with the development are added to the forecast base flows presented previously for thebase year 2016 and future years 2022 and 2032.



7 Junction Capacity Analysis

7.1 BackgroundJunction capacity analysis has been undertaken for the main site access via Longwood Drive. Thetwo junctions assessed are:

● Longwood Drive Roundabout. The existing junction is a non- standard four arm roundabout, withLongwood Drive (east) connecting to the Coryton Gyratory at the M4 Junction 32. This junction willprovide access into the proposed site, with a through route proposed utilising an upgraded ASDAcar park access road and south towards the development.

● Longwood Drive / Coryton Gyratory three arm signalised junction, that makes up the south westernarm of the M4 Junction 32 Coryton Gyratory. This junction is located approximately 150m east ofthe Longwood Drive roundabout. The locations are shown in Figure 3 below.

Figure 3: Junction Locations

Source: Background Mapping - @ Open Street Map Contributors 2016

7.1.1 Modelling Software

Longwood Drive Roundabout was modelled in ARCADY, one of the components within TRL'sindustry-standard package ‘Junctions 9’ (version 9.0.1). This provides the assessment of the capacityand operation of a roundabout as a ratio of flow to capacity (RFC) and an estimate of maximumqueue and delay. For roundabouts, an RFC of 0.85 or less indicates the junction operates withindesirable capacity. This allows for the standard error of prediction of the entry capacity by formula of +or -15% (DMRB vol 6 section 2 TA 23/81). A RFC between 0.85 and 1 indicates the junction will attimes experience operational problems resulting in queues and delays. A RFC of greater than 1indicates the junction is operating over capacity resulting in queues and delays..



For Coryton Gyratory signalised junction LinSig (version 3.2.37.0) was used. Output from LinSigprovides Degree of Saturation (DoS), delay and queue length as the primary measure ofperformance. For traffic signals a DoS of 90% or less indicates the junction operates within capacity.A DoS between 0.85 and 1 indicates the junction will at times experience operational problemsresulting in queues and delays. A DoS of greater than 1 indicates the junction is operating overcapacity.

7.1.2 Capacity Assessment Scenarios

The junction capacity assessment has been undertaken for the current layout and proposed layout forboth junctions in the following scenarios

● Base 2016● Base 2022● Base + Development 2022● Base 2032● Base + Development 2032

In addition, sensitivity tests have been undertaken for Longwood Drive proposed roundabout for plus20% and 50% development traffic. The distribution of development traffic has been based on thepercentage split of patients attending from the different heath board areas previously shown

7.2 Longwood Drive Roundabout

7.2.1 Longwood Drive Roundabout Existing Layout

The results for each scenario tested can be found in Tables 13 to 17 with full output reports availablein Appendix G. N.B. PCU = Passenger Car Units, a standard unit of queue measurement

Table 13: Longwood Drive Roundabout Base 2016Arm AM

QueueAM Delay(seconds)

AMRFC

PMQueue(PCU)

PM Delay(seconds)

PMRFC

Petrol Station 0 3 0.12 0 4 0.14

Longwood Drive (east) 1 6 0.33 1 8 0.49

ASDA Superstore 0 3 0.12 0 3 0.29

Longwood Drive (west) 0 6 0.09 1 9 0.34

The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the base 2016 scenario, with RFC values under 0.85.



AMRFC

PMQueue(PCU)

PM Delay(seconds)

PMRFC








Table 15: Longwood Drive Roundabout Base + Developments 2022Arm AM

QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the development 2022 scenario, with RFC values under 0.85.


QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC






Table 17: Longwood Drive Roundabout Base + Developments 2032Arm AM

QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating just over the desirable capacity threshold inthe AM peak and within desirable capacity in the PM peak for the development 2032 scenario. In theAM peak, Longwood Drive east presents the highest RFC value of 0.86 with forecast mean maximumqueues and delays of 9 Passenger Car Units (PCUs) and 26 seconds respectively. In the PM peak,Longwood Drive east also presents the highest RFC value of 0.67, with mean maximum queues anddelays of 2 PCUs and 12 seconds respectively.

7.2.2 Longwood Drive Roundabout Modelling Results Revised Lay-out

To accommodate; the future development traffic, the request from ASDA to have a dedicated Left turnlane and Cardiff Council’s request for the upgrade of the present non-standard roundabout, anupgraded design has been tested. The upgrade includes an enlarged inscribed turning circle from23m to 28m; increased lane widths on Longwood Drive east and west and an increase in the length ofthe nearside entry lane of Longwood Drive east. The layout is shown in Appendix C. The results foreach scenario tested can be found below in Table 18 and Table 19, with full output reports availablein Appendix G.



Table 18: Longwood Drive Roundabout Revised Layout – Base + Developments 2022Arm AM

QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the Base + development 2022 scenario

Table 19: Longwood Drive Roundabout Revised Layout – Base + Developments 2032Arm AM

QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the Base + development 2032 scenario, with RFC values under 0.85.

7.2.3 Sensitivity Test

The results presented above for the base and development scenarios, all illustrate the junction withthe revised layout performs within desirable capacity for each of the years with development scenario.Further sensitivity testing has been undertaken to test the junction in two additional scenarios of anincrease of 20% and 50% of the development traffic flows. The results are shown in Tables 20 to 23.

Table 18: Longwood Drive Roundabout 20% Sensitivity Test Revised Layout Option 2022Arm AM

QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the 20% sensitivity 2022 scenario, with RFC values under 0.85.


QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC





The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the 50% sensitivity 2022 scenario, with RFC values under 0.85




QueueDelay

(seconds)RFC PM

Queue(PCU)

Delay(seconds)

RFC








AMRFC

PMQueue(PCU)

PM Delay(seconds)

PMRFC






7.2.4 Summary

Overall, the revised layout junction option assessment results show the junction operates withindesirable capacity for all base, base + development scenarios, and sensitivity tests for 2016, 2022and 2032.

7.3 Longwood Drive / Coryton Gyratory Junction AnalysisThe Longwood Drive / Coryton Gyratory signalised junction - The base flows and base + developmentflows have been tested with and without the flow and stage timings for the depot arm to the north ofthe junction for the existing and proposed alignment. The depot arm is vehicle activated with very lowflows and therefore does not run in every cycle. The results with the depot arm show worst casesituation this is an extra stage within the gyratory system taking cycle time away from the main busycarriageways. The results without the depot arm will be an underestimate of the capacity. The reallevel of performance will be somewhere between the two sets of figures depending on how often inthe stage for the depot is triggered in any time period.

The analysis covers the existing junction layout and proposed layout.

7.3.1 Longwood Drive / Coryton Gyratory Existing Lay-out

Results are presented for each scenario tested in Tables 24 to 33. The full output reports are providedin Appendix H.

Tables 24 and 25 show the performance of the junction for 2016 base flows. These show the existingjunction operates satisfactorily.

Table 24: Longwood Drive/Coryton Gyratory Existing Layout with depot - Base 2016Movement AM DoS AM Queue

(PCU)PM DoS PM Queue

(PCU)Circulatory Arm 85.0% 18 86.8% 22



Movement AM DoS AM Queue(PCU)

PM DoS PM Queue(PCU)

Longwood Drive 53.0% 3 83.6% 7

Depot Arm 13.7% 0 33.0% 1

The assessment results show the junction is operating within desirable capacity in both the AM andPM peak hours for the base 2016 scenario, with DoS values under 90%.

Table 25: Longwood Drive/Coryton Gyratory Existing Layout no depot - Base 2016Movement AM DoS AM Queue (PCU) PM DoS PM Queue (PCU)Circulatory Arm 79% 15 81.4% 19


The results show the junction operating within desirable capacity on all arms in 2016.

Tables 26 and 27 show the performance of the junction in 2022 without the development. The ‘withdevelopment’ analysis is given in Tables 28 and 29.





Depot Arm 15.3% 0 45.8% 1

The results show the junction is operating at theoretical capacity in the AM and PM peak base 2022scenario, with DoS values between 90-100% on the circulatory arm (93.0%) with a mean max queueof 25 and 30 PCUs respectively.

Table 27: Longwood Drive/Coryton Gyratory Existing Layout no depot - Base 2022Movement AM DoS PM Queue (PCU) PM DoS PM Queue (PCU)Circulatory Arm 86.6% 13 86.7% 27


The results show the junction operating with in desirable capacity on all arms in 2022

Table 28: Longwood Drive/Coryton Gyratory Existing Layout with depot - Base + Development2022

Movement AM DoS Queue (PCU) PM DoS Queue (PCU)Circulatory Arm 93.0% 25 98.3% 43


Depot Arm 15.3% 0 45.8% 1

The results demonstrate the junction is operating within theoretical capacity in both the AM and PMpeak hours for the development 2022 scenario, with DoS values between 90-100%. In the AM peak,the circulatory arm presents the highest DoS value of 93.0%, with a mean max queue of 43 PCUs. Inthe PM peak both the circulatory arm and Longwood Drive operate at theoretical capacity with resultsof 98.3% and 93.8% respectively.

Table 29: Longwood Drive/Coryton Gyratory Existing Layout no depot - Base + Developments2022

Movement AM DoS Queue (PCU) PM DoS Queue (PCU)Circulatory Arm 86.5% 19 92.5% 36



Movement AM DoS Queue (PCU) PM DoS Queue (PCU)Longwood Drive 66.3% 4 89.8% 13

With the development, the results show the junction operating within desirable capacity on all arms inthe 2022 AM peak. The 2022 PM peak is shown to operate within theoretical capacity on theCirculatory arm.

Tables 30 and 31 show the performance of the junction in 2032 without the development. The ‘withdevelopment’ analysis is given in Tables 32 and 33.





Depot Arm 33.6% 0 56.0% 2

The results show the junction is operating within desirable capacity in the AM peak (with DoS valuesunder 90%). IN the PM peak the analysis shows the junction operating just within theoretical capacitywith both the circulatory arm and Longwood Drive operating at theoretical capacity with results of99.5% and 97.1% respectively.

Table 31: Longwood Drive/Coryton Gyratory Existing Layout no depot - Base 2032Movement AM DoS AM Queue



Longwood Drive 83% 8 93.6% 15

The results show the junction is operating within desirable capacity for the 2032 AM peak (with DoSvalues under 90%). The 2032 PM peak is shown to operate within theoretical capacity on bothCirculatory arm and Longwood Drive with results of 93.3% and 93.6% respectively.

The combined results given in Tables 33 and 34 indicate that at the PM peak the junction will operatewith a DoS of between 93.3% and 99.5% for the circulatory arm and between 93.6% and 97.1% forLongwood Drive. This indicates that by 2032 without the development the junction will be operatingwith no spare capacity

Table 32: Longwood Drive/Coryton Gyratory Existing Layout with depot - Base +Developments 2032

Movement AM DoS AM Queue(PCU)


Circulatory Arm 87.3% 36 105.2% 83


Depot Arm 33.6% 1 56.0% 2

With the development, the assessment results show the junction is operating within desirable capacityin the AM peak (87.3%) with DoS values under 90% and over theoretical capacity of 100% in the2032 PM peak for both the circulatory arm and Longwood Drive showing with DoS values of 105.2%and 105.6%, respectively.

Table 33: Longwood Drive / Coryton Gyratory Existing Layout no depot - Base + Developments2032

Movement AM DoS AM Queue PM DoS PM QueueCirculatory Arm 85.5% 33 106.0% 96




With the development, the results show the junction is operating within desirable capacity for the AMpeak (with DoS values under 90%). The junction is operating above theoretical capacity on both thecirculatory arm and Longwood Drive in the PM peak with DoS values of 106% and 106.2%respectively. The mean maximum queues of 96 and 64 are within the stacking capacity of thejunction. therefore, unlikely to block other gyratory junctions

7.4 Junction Analysis Results Proposed Lay-outThe improvements to Longwood Drive (east) required for the Longwood Drive roundaboutimprovement provide an increase in capacity for the Longwood Drive / Coryton Gyratory (See Section3).

Results of the junction analysis for the opening years 2022 and design year 2032 with the proposedrealignments on Longwood Drive in the with and without depot inputs are shown in Tables 34 to 37below.

Table 34: Longwood Drive/Coryton Gyratory Proposed Layout with depot - Base +Development 2022

Arm AM DoS AM Queue(PCU)



Longwood Drive 34.7% 2 91.6% 14.5

Depot Arm 15.3% 0 45.8% 1

The results show the junction is operating within theoretical capacity in both the AM and PM peakhours for the development 2022 scenario, with DoS values between 90-100%. In the AM peak, thecirculatory arm presents the highest DoS value of 93.0%, with a mean max queue of 37 PCUs. In thePM peak both the circulatory arm and Longwood Drive operate at theoretical capacity with results of94.3% and 91.6% respectively.

Table 35: Longwood Drive/Coryton Gyratory Proposed Layout No Depot - Base +Developments 2022





Without the Depot inputs, the results show the junction operating with in desirable capacity on allarms in 2022.

Comparing Tables 34 and 35 with Tables 26 and 27 shows the performance of the proposed layout in2022 is only slightly worse than the existing layout with no development.

Table 36: Longwood Drive / Coryton Gyratory Proposed Layout with depot - Base +Developments 2032









Depot Arm 33.6% 0 56.0% 2

With the development, the results show the junction is operating within desirable capacity for the AMpeak (with DoS values under 90%). The junction is operating just above theoretical capacity on boththe circulatory arm and Longwood Drive in the PM peak with DoS values of 103.6% and 100.3%respectively. The mean maximum queues of 75 and 27 are within the stacking capacity of thejunction.

Table 37: Longwood Drive/Coryton Gyratory – Proposed Layout No depot - Base +Developments 2032





The results show the junction is operating within desirable capacity for the 2032 AM peak (with DoSvalues under 90%). The 2032 PM peak is shown to operate within theoretical capacity on bothCirculatory arm and Longwood Drive with results of 98.9% and 99.5% respectively. The Circulatoryare shows a queue length of 52 PCU’s, this is well within the stacking length of the junction.

Comparing Tables 39 and 40 with Tables 33 and 34 shows the performance of the proposed layout in2022 is only slightly worse than the existing layout with no development.

7.4.1 LinSig Modelling Summary

Table 38 below compares the DoS for the circulatory arm for all time periods and all the scenarios.

Table 38: Comparison of DoS for Circulatory Arm for all time periods and all scenarios




2016 AM With Depot

No Depot

85.0%

79.0%

2016 PM With Depot

No Depot

86.8%

81.4%

2022 AM With Depot

No Depot

93.0%

86.6%

93.0%

86.5%

93.0%

86.5%

2022 PM With Depot

No Depot

92.6%

86.7%

98.3%

92.5%

94.8%

89.6%

2032 AM With Depot

No Depot

87.8%

85.7%

87.3%

85.5%

87.3%

85.5%

2032 PM With Depot

No Depot

99.5%

93.3%

105.2%

106.0%

103.6%

98.9%

Overall, the assessment results indicate that the junction with the existing layout operates withindesirable capacity in the 2016 base scenario, with or without depot operation. By 2022 the junction isoperating within theoretical capacity in the base and with development scenarios. By 2032 theexisting junction operates within desirable capacity in the AM peak in the base and with developmentscenarios. In the PM in the base scenario the existing junction operates at theoretical capacity, with



the development it is operating over capacity. This shows that without the development the junctionwill start to experience capacity issues approaching 2032.

With the proposed Longwood Drive realignment, the junction modelling results are closer to theperformance of the existing junction with the base flows only. The junction with the development willoperate just within theoretical capacity in 2032 without depot signal operation with a DoS of 99.5% onLongwood Drive and 98.9% on the Circulatory arm. It operates over theoretical capacity in the PMpeak with depot arm on both the circulatory arm and Longwood Drive with DoS of 103.6% and100.3% respectively.

7.4.2 Further investigation of Coryton Gyratory results

The results indicate the Longwood Drive / Coryton Gyratory junction is near or at capacity with orwithout the development by 2032. Further information on the gyratory operation has therefore beenobtained to assess the accuracy of the LinSig modelling. Welsh Government provided the M4Junction 32 Coryton Aimsun Microsimulation Model (October 2013) report used for the M4Westbound to A470 North Dedicated Link work undertaken by Jacobs. The findings of the report aregiven in the following section.

7.4.2.1 Aimsun Model Comparison● The AIMSUN Microsimulation Model was constructed by Ken Fox of Fox Traffic Simulation for

Jacobs on behalf of Welsh Government, covering two peak hours:– AM Peak: 07:30-08:30– PM Peak: 16:45-17:45

● New data was collected and used to update the model in area of proposed new M4 / A470 link– Count Data: July to September 2012 (MIDAS data from Cardiff Council)– Queue Data: 11 to 13 December 2012 (Video footage)

● Data collected at 2 locations– M4 WB off slip– Looking across A470 to NB off slip.

● Report mentions previous work (reported 2010: TA/TW04/R07).● No indication of base year of model or dates of original traffic data, but unless the model has been

further updated since 2012 the data used for the majority of the model is at least 6 years old.● While the assumption is that the model has been validated (has been accepted by WG/SWRTA)

there is no direct evidence of this in this report.

The model output identifies the model flows and volume/capacity (v/c) ratio on each model link. Table39 below gives a comparison of traffic flows between Aimsun model and the current LINSIG modelbase 2016, at the Longwood Drive arm of the Coryton junction. Extracts from the Aimsun Report areshown in Figures 4 and 5 and provide the volume and capacity levels for the whole junction in the AMand PM peak hours.

Table 39: Longwood Drive / Coryton Gyratory Flow comparisonTime Period Arm Aimsun Model Flows

(2013)Linsig Model Flows

(2016)AM Gyratory Inside lanes 456 395

AM Gyratory Outside Lanes 2522 2198

AM Longwood Drive 255 283

PM Gyratory Inside Arms 411 500

PM Gyratory Outside Lanes 2329 2222

PM Longwood Drive 662 732Source: Aimsun Micro Simulation Report Ken Fox Traffic Simulation 2013.



A comparison of flows from the 2013 Aimsun model and the MOVA data supplied by Traffic WalesOctober 2016 demonstrates a good fit in the PM period with the total for the Gyratory lanes within 1%.The AM peak shows traffic flows 14% lower in 2016 that predicated in the 2013 model.

The Longwood Drive flows for both AM and PM Peak period are showing a 10% increase betweenthe 2013 and 2016 models. This may be due to the additional traffic using the petrol station after itstakeover by ASDA from its former owner ESSO.

Figure 4: Aimsun Outputs, Coryton Gyratory – AM Peak

Source: Aimsun Micro Simulation Report Ken Fox Traffic Simulation 2013

Figure 5: Aimsun Outputs, Coryton Gyratory – PM Peak

Source: Aimsun Micro Simulation Report Ken Fox Traffic Simulation 2013

The results of the modelling work shown in Figures 4 and 5 largely align with the modelling workundertaken for the Velindre relocation, validating the capacity at between 60% and 80% at the



Longwood Drive / Coryton Gyratory signals in the AM peak and between 80% and 100% capacity inthe PM peak.



8 Sustainable Transport and Accessibility

8.1 IntroductionThe site is located close to a wide range of existing and proposed transport networks providing staffvisitors with sustainable transport links to and from the area. While these modes are effective for staffand visitors, it is not expected that many patients will utilise such modes due to the nature of theirillness. Increased use of alternative modes by Velindre staff will assist in reducing the impact of thedevelopment on the highway network.

This section set out the existing public transport provision (bus and rail), public transport proposals,and the existing and proposed provision for walking and cycling. The section then covers the VelindreNHS Trust Travel Plan.

8.2 Public Transport

8.2.1 Bus

Guidance from the Institutions of Highways and Transportation (Planning for Public Transport inDevelopments 1999) states a threshold of 400m as being generally considered to be the maximumdistance acceptable to most people for walking to a bus stop. Furthermore, the document ‘InclusiveMobility’ (A Guide to best practice on access to pedestrian and transport infrastructure DFT 2002)refers to research that indicates bus use by the elderly and the disabled reduced rapidly wheredistances to bus stops are more than 200m. The Figure 6 below illustrates the areas that fall within a400m walking distance from the access points to the site and indicates that several bus stops areaccessible within this distance. Stops concentrated around the Hollybush Inn on Pendwyallt Road fallwithin this radius from the site’s Eastern access point, with the other stops on Park Road fallingslightly outside a 400-metre boundary. The bus-stop located adjacent to ASDA will be within 400metres of the site.

Figure 6: Bus Stops near the proposed new Velindre site

Source: Background Mapping-Ordinance Survey data Crown copyright and database right 2016



Figure 7 indicates the bus routes that operate within easy reach of the new site. Bus services 21 and23 are operated by Cardiff Bus, services 26, 132, and 136 by Stagecoach South Wales and G1, 801and 813 by New Adventure Travel (N.A.T.) with Table 40 outlining their daily service frequency.

Figure 7: Bus Routes


Table 40: Bus Routes Along Park Road / Pendwyallt RoadRoute Route Detail Operator Mon-Fri Daytime

FrequencySat-Sun Daytime

FrequencyG1 Gwaelod-y-garth – Cardiff New Adventure

travelGwaelod-y-garth – Cardiff

Cardiff – Gwaelod-y-garth 1 service per day Cardiff – Gwaelod-y-garth

21 Cardiff – Cardiff Lower ST MarySt via Whitchurch Cardiff Bus

Approximately every20-25 minutes

Saturday approximately every20-25 minutes

23 Cardiff – Cardiff Lower ST MarySt via Whitchurch Cardiff Bus

Approximately every20-25 minutes

Saturday approximately every20-25 minutes Sunday

approximately every 60 minutes

26 Blackwood – CardiffStagecoach South

Wales

Every 30 minutes Saturday every 30 minutesSunday every 60 Minutes

Cardiff – Blackwood Every 30 minutes Saturday every 30 minutesSunday every 60 Minutes

132 Cardiff – Maerdy

Stagecoach SouthWales

Approximately every15 minutes

Saturday approximately every15 minutes Sunday every 30

minutes

Maerdy – Cardiff Approximately every15 minutes

Saturday approximately every15 minutes Sunday every 30

minutes

136 Cardiff – Creigau Dol-y-FelinStagecoach South

Wales

Every 60 minutes Saturday every 30 minutes NoSunday Service

Creigiau Dol-y-Felin– Cardiff Every 60 minutes Saturday every 30 minutes NoSunday Service

801 Fairwater – Llanishen 1 service per dayNo Sunday ServiceCaerphilly Crossroads – Bishop

of LlandaffNew Adventure

Travel1 service per day

813 Llandaff North – Chartwell Drive New AdventureTravel

1 service per dayNo Sunday Service

Chartwell Drive – Llandaff North 1 service per daySource: Published Time Tables 2016



Figure 8 shows the wider areas served by these bus routes indicating that areas to the North viaTaff’s Well and South to Cardiff city centre are better served than areas to the West and Northeast ofthe site.

Figure 8: Wider Area Bus Routes




8.2.1.1 Summary

Cardiff Bus operates regular services from the local Whitchurch and Coryton area and goodconnections from Cardiff Central. For bus access from further afield Stagecoach operate routesfrom Blackwood along the Sirhowy and Rhymney Valley’s and from Maerdy in the RhonddaValley to Cardiff with stops for both services on Pendwyallt Road. These linkages would allowstaff, patients and visitors to access the site along the planned pedestrian walk ways. There areno direct services for the wider South East Wales area covered by the nVCC.

8.2.2 Rail

There are two rail lines running services to four local Rail stations within 3km of the nVCC site.

● Llandaff North Rail Station, located approximately 2km to the south of the site and servesthose travelling from Barry and Penarth through the southern part of the Vale ofGlamorgan operating a six services an hour to Aberdare, Treherbert and Merthyr Tydfil.

● Taff’s Well Railway Station, located approximately 3 km to the north of the site and servesthose travelling from the north on the Merthyr and Rhondda Valley lines. The station isserved by bus routes 26 and 132, which connect to the new Velindre site via PendwyalltRoad and Park Road.

● Coryton Railway Station is located 300m east of the site is served by the City lineproviding two trains per hour to Cardiff Central.

● Radyr Railway Station is located approximately 1.4 km to the southwest serving theValley lines between Llandaf and Taffs Well. This station is linked via a foot bridge toLongwood Drive via the Taff Trail

Figure 9: Rail Network Close to the Proposed Velindre Site


8.2.3 Public Transport Proposals

Velindre NHS Trust are keen to promote use of public transport and are in discussion with localoperators on the provision of bus services into the proposed site.

The proposed upgraded walkways will improve access to Coryton Railway station.



8.3 South Wales Metro ProposalsMetro is a new transport system aimed to transform the way people travel around the Cardiff CapitalRegion, providing faster, more frequent, and joined-up services using trains, buses and light rail.Stage one is currently in progress and stage two is expected to be completed by 2023. Theprogramme is expected to provide high-quality and reliable services with reduced journey times,increased vehicle capacities, and the capacity for additional stations and network extensions.

Future Phases of the Metro may include extending the line from Coryton to the north of thedevelopment site, although this is not in the current plan and, would be outside the timescale coveredby this transport statement. The designs for the site access routes has taken this into account duringthe development of the access points.

8.4 Active TravelThe development of Cardiff’s walking and cycling network is promoted through the Cardiff Council‘Keep Cardiff Moving’ Scheme which promotes active travel choices and supports the CardiffStrategic Cycle Network Plan (2011) and the Walkable Neighbourhood Programme (2013).

The Cardiff Strategic Cycle Network Plan (now named Enfys Cardiff’s Cycle Network) was developedusing information gathered in the 2009 consultation about cycling in Cardiff. The scheme identifies amain network of routes and the plan works to develop them across the city through colour-codedroutes, signposting and a Cycle Design Guide.

It is accepted that, due to the nature of the illness suffered by the patients attending the nVCC, fewwould be expected to walk or cycle to the site. However, the design will include adequate provision forstaff and visitors by linking to the local pedestrian and cycle routes.

8.4.1 Walking

The area immediately to the east of the proposed hospital site is primarily residential, offering a safeand convenient walking environment, with the roads near the site providing footways and lighting withspeed limits at or lower than 30 mph.

Pendwyallt Road and Park Road feature several pedestrian crossings, these crossings range fromdropped curbs with central islands (shown in pink) to crossing lights (green) to zebra crossings (red)and help connect pedestrians to bus stops for services travelling in both directions.

Pedestrian Access

An adopted highway (which is not currently used as a road) accesses the site at its most easterlypoint, off Pendwyallt Road. It is proposed to use this route for pedestrian and cycle access to the site.To ensure this route is fit for purpose it is proposed to resurface the route and provide sufficient levelsof lighting. Once the route enters the site it would connect with the main site access and pedestrianroutes and the footpath network that surrounds the site.

The site is accessible via the footpath network surrounding the site including Public Right of Way(PRoW) (reference: Whitchurch 12) which follows the southwest boundary into the middle of the sitewhere it becomes an informal route that enables pedestrians to walk through the site. The PRoW isconnected to a series of other PRoW which provide access north to Longwood Drive and south intoLongwood Nature Reserve (reference: Whitchurch 13 – 16). The site is also accessible from themeeting of the southwest and southeast boundaries by a PRoW (reference: Whitchurch 11). ThisPRoW does not enter the site but it connects to the informal route connecting to PRoW Whitchurch 12and Forest Farm Road located south of the site.

8.4.2 Cycling

There are several cycling routes between the proposed site, city centre and railway stations,enhancing the choice of sustainable connections between different districts of Cardiff. The northern



section of Park Road features a designated cycle lane while the nearby Taff Trail (National CycleRoute 8) provides a traffic-free route south to the City Centre and north towards Tongwynlais.

8.4.2.1 Planned Development Pedestrian / Cycle Routes

The site is surrounded by a series of unpaved pedestrian footpaths, and footways and cyclewaysrunning along all the major roads. These routes will link into the facility via the adopted highway at themeeting of Park Road and Pendwyallt Road north of the Coryton railway bridge. The route is currentlyused as a footpath by residents

A new pedestrian and cycle route would be created between the site and Coryton railway stationunder the road bridge, using the redundant railway cutting and linking into the site via the existingadopted highway previously described.

The planned main access road will include a footway / cycleway from Longwood Drive into thehospital site.

To ensure pedestrian and cycle access routes are fit for purpose it is proposed to repair and refurnishthe existing masonry arch bridge, resurface the route and provide sufficient levels of lighting. Oncethe route enters the site it would connect with the main site access and pedestrian and cycle routesand the footpath network that surrounds the site. Figure 10 below shows the existing pedestrian andcycle access and the proposed routes to join the routes with the new site.

Figure 10: Planned Pedestrian and Cycle Access Route


A series of internal pedestrian routes would be provided within the site to connect the parking areas,the nVCC and the Maggie’s Centre. The routes would also interface with the footpath networkpreviously described to ensure that walkers are able to pass through the site as they currently do.

8.5 Travel PlanVelindre Health Trust encourage the use of sustainable modes by their staff. They have an existingTravel Plan and travel plan coordinator and undertake annual staff travel to work surveys. The TravelPlan covers all their facilities, including Trust HQ, Velindre Cancer Care Centre, the Welsh Bloodseries and a number of subsidiary organisations associated with the services. The Travel Plancoordinator will update this Plan to cover the nVCC site.



The Trust is committed to making environmental improvements and to lessen the impact on theenvironment. The Travel Plan fits in with the aspirations to promote sustainability, ease of access andhealthy life styles for their staff.

A number of measures are prompted to reduce their staff’s reliance in private Motor Vehicles for bothwork related trips and their commute to and from work. The Travel Plan has established measuresand targets with a time table of actions designed to measure the progress in achieving the set goals.This is undertaken on a quarterly basis.

For the Travel Plan to succeed the Trust recognises the need to engage with external organisations,as such partnership working has been established with Sustrans, Travel Line Cymru, Carshare2Cardiff and the Welsh Government.

In anticipation of the new facility completion the Trust is already engaging with local public transportoperators to provide direct service access to the new hospital site and are investigating the possibilityof providing discounts on travel for staff.

A copy of the present 2016 Travel Plan is provided in the Transport Assessment. The process forupdating for 2017 is already underway with the annual staff survey presently being undertaken(February 2017).



Appendices

A. Policy context 40B. Site Plan 43C. Highway Drawings 44D. Traffic Data 45E. Supporting Documentation 49F. Trip Calculation 50G. Junction Modelling Results ARCADY 51H. Junction Modelling Results LINSIG 52



A. Policy context

The new Velindre Cancer Care Centre (nVCC) will be developed within the context of existingplanning policy, which must be considered so that the development can be aligned with theaspirations and objectives of the relevant planning bodies. This section firstly sets out the relevanthealthcare policy that underpins the rationale behind the nVCC and then considers the relevanttransport planning policy at national and local level.

A.1 Healthcare PolicyThe healthcare policies form the key policy and legislative context within which the nVCC must bedeveloped and form the basis for service improvements to be provided.

The Welsh Government sets out the strategic framework and formulates the health and social carepolicy which is to be implemented by NHS Wales and its partners when planning and deliveringservices for Wales. The relevant healthcare policy is as follows:

● NHS wales – Delivery Framework 2013-14 and Future Plans (May 2013): Explains the deliverypriorities for NHS Wales and how these align with government policy and the need to improvestandards.

● Social Services and Well-being (Wales) Act 2014: Imposes duties on local authorities, healthboards and Welsh Ministers, requiring them to work towards promoting the well-being of those whoneed care and support.

● Health and Care Standards (April 2015): Establishes a basis for improving the quality and safetyof healthcare services in Wales, by providing a framework that can be used in highlighting areasfor improvement.

● Working Together to Transform Cancer Services in South East Wales (April 2015): Sets thevision for the future of cancer services at Velindre and how these integrate with the wider contextof cancer care across Wales.

● Together for Health – Cancer Delivery Plan up to 2016 for NHS Wales and its Partners (June2012): Provides a framework for action by Local Health Boards and NHS Trusts. It sets out theWelsh Government’s expectations and responsibility of the NHS in Wales to meet the needs ofpeople at risk of cancer or affected by cancer.

● Cancer Delivery Plan for Wales 2016 – 2020 (November 2016): Aims to close the gap with thebest performing European countries by giving everyone with cancer the highest standard of care.

A.2 National Transport PolicyThe transport aspects of national planning strategy and policy for Wales are set out by the WalesTransport Strategy, and Planning Policy Wales Technical Advice Note (TAN) 18 on Transport. Recentlegislation in the form of the Active Travel (Wales) Act 2013 places duties on local authorities acrossWales to plan for walking and cycling.

Wales Transport Strategy (One Wales: Connecting the Nation, April 2008).

The overarching ambition for transport in Wales is set out in the Wales Transport Strategy. Thisambition includes reducing the greenhouse gas and environmental impact of transport whilst at thesame time improving accessibility and safety. To achieve these ambitions, the expectation is toimprove access by public transport, cycling and walking.

The nVCC will act as a key site for healthcare and employment in South East Wales and will addressthe aspirations to reduce greenhouse gas emissions and improve public transport integration by



providing clear pedestrian and cycle connections between the site and local bus stops and railstations. By improving these connections, the development has the potential to encourage a modeshift towards active modes and public transport.

Active Travel (Wales) Act (November 2013)

The Active Travel (Wales) Act makes it a legal requirement for local authorities in Wales to plan for,improve, and promote suitable walking and cycling routes within designated built-up areas. Byconnecting key sites such as workplaces, hospitals, schools and shopping areas with active travelroutes, the intention of the Act is to encourage people to rely less on their cars when making shortjourneys.

The nVCC site is located within the Cardiff built-up area (and is therefore within the remit of the Act)and will encourage use of active modes through integration with the surrounding network ofpedestrian rights of way as well as linking in with cycling infrastructure including the Taff Trail andCardiff Strategic Cycle Network (Enfys). This will help to fulfil the Act’s aspiration to provide access toworkplaces and hospitals and reduce reliance on cars for short journeys.

Planning Policy Wales Technical Advice Note (TAN) 18: Transport (March 2007)

Planning Policy Wales (most recently updated in November 2016) sets out the land use planningpolicies for Wales. The document is supplemented by a series of Technical Advice Notes (TANs).

TAN 18 describes how to integrate land use and transport planning, and explains how transportimpacts of development should be assessed and mitigated. TAN 18 sets out the thresholds at whichplanning applications should be accompanied by a Transport Assessment. New hospitals with a grossfloor area exceeding 2,500sqm require a Transport Assessment.

TAN18 also contains advice on parking standards, designing for inclusive mobility and promotingalternatives to the car, integrating development with policies for walking and cycling, and improvingpublic transport provision. Each of these categories is being considered as part of the nVCCdevelopment:

● Parking requirements have been carefully examined to ensure that adequate parking is providedfor both employees and patients, yet is at an appropriate level in accordance with the underlyingadvice in TAN 18;

● Alternatives to the private car are being promoted through the design of inclusive pedestrianenvironments, and connections to surrounding walking and cycling networks; and

● The development will be integrated with the local public transport (bus and rail) networks.

A.3 Local Transport PolicyLocal transport policies are contained primarily within the Cardiff Local Development Plan 2006-2026and the Cardiff Local Transport Plan 2015-2020. The aspects that are relevant to the nVCC are setout in this section.

Cardiff Local Development Plan 2006-2026 (LDP)

The Cardiff LDP provides the statutory framework for land use development within Cardiff until 2026.The LDP establishes a plan-led approach to meeting the city’s future housing and employment needs,along with associated supporting local healthcare and education services. The LDP was adopted inJanuary 2016 and now forms the basis for decisions on land use planning and determining housingand employment site planning applications.

Although the LDP is not intended to deal with major regional healthcare facilities, such as the nVCC,there are some general principles which are being followed in developing the Centre.

The LDP identifies the importance of both implementing new infrastructure and delivering sustainabletransportation solutions, seeking to minimise travel demand and provide a range of measures andopportunities which reduce reliance on the car. The LDP also requires new housing and employment



development to provide improved travel choices for the wider community. Although it is not beingdeveloped as a new housing or employment site, the nVCC will support LDP principles by providingnew connections to walking and cycling routes and linking in to public transport routes.

Cardiff Local Transport Plan 2015-2020 (LTP)

The Cardiff LTP identifies the key transport issues relevant to Cardiff, and the high-level interventionsneeded to address these issues. It also details the delivery priorities for the plan period, and thelonger term aspirations up to 2030.

The LTP seeks to promote ‘schemes which facilitate easy interchange between transport modes andservices’ and encourage ‘development of active travel networks to increase walking and cycling forlocal journeys’. The intention is that schemes included in the LTP programme will complementtransport infrastructure that is provided in conjunction with developments brought forward through theLDP.

Desired LTP outcomes, which are relevant to the nVCC, include improved access to jobs, modal shiftto bus, and improved non-car travel opportunities between communities and healthcare sites. TheLTP suggests that these outcomes will be met through a combination of high-level interventions suchas strategic bus corridor development, developing the active travel network through the CardiffStrategic Cycle Network (Enfys) programme, and strategic junction improvements.

Key transport scheme delivery packages that are relevant to the nVCC are:

● Cardiff Strategic Cycle Network Plan (Cardiff Council, 2011): Proposes a network of cycleroutes (known as ‘Enfys’) and a 5-year delivery programme, accompanied by a Cycle DesignGuide. The nVCC will be in close proximity to strategic cycle routes running through Forest Farmas well as the nearby NCN 8 ‘Taff Trail’ and links will be provided to these routes.

● Walkable Neighbourhoods Plan (Cardiff Council, 2013): Proposes interventions for improvingwalkability within key areas in Cardiff. The nVCC will engage with the surrounding pedestrianenvironment by providing safe and well-lit pedestrian footpaths both within the site and connectingto nearby walking and cycling routes, and to public transport networks.

● Improving access to local stations: Proposes improvements to sustainable access to stationsincluding at Coryton, the closest rail station to the nVCC.



B. Site Plan



C. Highway Drawings

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P:\Cardiff\MNS\Projects\361662 - Velindre\Drawings\Working Drawings\MMD-361662-D-DR-00-XX-1000 - Existing Longwood Drive Roundabout &

Asda Access Road Layout.dwg Mar 14, 2017 - 1:52PM qua62352

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Velindre Cancer Trust

Existing Longwood Drive Roundabout

and ASDA Access Road

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MMD-361662-D-DR-00-XX-1000

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Fitzalan House

Fitzalan Road

Cardiff, CF24 0EL

United Kingdom

+44 (0)29 2046 7800

+44 (0)29 2046 7801

www.mottmac.com

© Mott MacDonald Limited

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

1. All dimensions are in millimetres unless otherwise stated.

2. Do not scale any items or information from this drawing.

P1 14.03.17 YW

Preliminary Issue

PD EW

Contains OS data © crown copyright [and database right] (2015)

OS map data reproduced by permission of Ordnance Survey on behalf of

HMSO. © Crown copyright 2009. All rights reserved. Ordnance Survey

licence number 0100040692

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Existing footpath

Existing

roundabout layout

Existing footpath

Filling Station

Access

CONTINUED ON MMD-361662-D-DR-00-XX-1002 - Sheet 3 of 4

M

4

D

is

u

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e

d

R

a

ilw

a

y

C

o

r

r

id

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w

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D

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M

4

J

3

2

Pendw

yllt Road

CONTINUED ON MMD-361662-D-DR-00-XX-1002 - Sheet 3 of 4

A B C D E F

1

2

3

4

5

6

Key to symbols

App’dCh’k’d


RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

P:\Cardiff\MNS\Projects\361662 - Velindre\Drawings\Working Drawings\MMD-361662-D-DR-00-XX-1001 - Existing Longwood Drive Roundabout

Layout.dwg Mar 14, 2017 - 1:54PM qua62352

TFW


Existing Longwood Drive

Roundabout

Sheet 2 of 4

Velindre


Y Wei

Y Wei

M Whitehouse

P Duffy

F Batt

E Woodhouse

As Shown PRE

MMD-361662-D-DR-00-XX-1001

P1

Fitzalan House

Fitzalan Road

Cardiff, CF24 0EL

United Kingdom

+44 (0)29 2046 7800

+44 (0)29 2046 7801

www.mottmac.com






P1 14.03.17 YW

Preliminary Issue

PD EW





1:250

0 25m12.5m

Plan

1:250

Location Plan

1:5000

Area of Plan View




AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Footbridge

AutoCAD SHX Text

FB

AutoCAD SHX Text

Def

AutoCAD SHX Text

Def

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Ponds

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Locks

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Drain

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Pond

AutoCAD SHX Text

(disused)

AutoCAD SHX Text


AutoCAD SHX Text

Disused

AutoCAD SHX Text

Pond

AutoCAD SHX Text


AutoCAD SHX Text

(disused)

AutoCAD SHX Text

(disused)

AutoCAD SHX Text

41.8m

AutoCAD SHX Text

46.6m

AutoCAD SHX Text

53.3m

AutoCAD SHX Text

60.4m

AutoCAD SHX Text

50.6m

AutoCAD SHX Text

FB

AutoCAD SHX Text

Mast

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Tel P

AutoCAD SHX Text

Footbridge

AutoCAD SHX Text

Tank

AutoCAD SHX Text

Tel P

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path

AutoCAD SHX Text

Lay-by

AutoCAD SHX Text

Path

AutoCAD SHX Text

Post

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Paths

AutoCAD SHX Text

Path

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

HOLLYBUSH ESTATE

AutoCAD SHX Text

WHITWORTH SQUARE

AutoCAD SHX Text

M 4

AutoCAD SHX Text

PENDWYALLT ROAD

AutoCAD SHX Text

Nature

AutoCAD SHX Text

Reserve

AutoCAD SHX Text

Lock

AutoCAD SHX Text

El

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

(disused)

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

Playground

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

Long Wood

AutoCAD SHX Text

El

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

ETL

AutoCAD SHX Text

14

AutoCAD SHX Text

3

AutoCAD SHX Text

98

AutoCAD SHX Text

Shelter

AutoCAD SHX Text

1 to 12

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

7

AutoCAD SHX Text

74

AutoCAD SHX Text

100

AutoCAD SHX Text

86

AutoCAD SHX Text

131

AutoCAD SHX Text

80

AutoCAD SHX Text

92

AutoCAD SHX Text

Oak House

AutoCAD SHX Text

15 to 23

AutoCAD SHX Text

48

AutoCAD SHX Text

97

AutoCAD SHX Text

Ty?? Coryton

AutoCAD SHX Text

25

AutoCAD SHX Text

135

AutoCAD SHX Text

19

AutoCAD SHX Text

30

AutoCAD SHX Text

Larch House

AutoCAD SHX Text

3a

AutoCAD SHX Text

Primary School

AutoCAD SHX Text

46

AutoCAD SHX Text

Odet Court

AutoCAD SHX Text

56

AutoCAD SHX Text

17

AutoCAD SHX Text

37 to 71

AutoCAD SHX Text

Hotel and Leisure Centre

AutoCAD SHX Text

Coryton

AutoCAD SHX Text

1 to 99

AutoCAD SHX Text

Traffic Management Centre

AutoCAD SHX Text

76

AutoCAD SHX Text

26

AutoCAD SHX Text

Valve Control

AutoCAD SHX Text

Hollybush

AutoCAD SHX Text

112

AutoCAD SHX Text

13 to 24

AutoCAD SHX Text

2

AutoCAD SHX Text

42

AutoCAD SHX Text

117

AutoCAD SHX Text

Beech House

AutoCAD SHX Text

23

AutoCAD SHX Text

Lodge

AutoCAD SHX Text

37

AutoCAD SHX Text

1

AutoCAD SHX Text

School House

AutoCAD SHX Text

96

AutoCAD SHX Text

44

AutoCAD SHX Text

17

AutoCAD SHX Text

102

AutoCAD SHX Text

110

AutoCAD SHX Text

Tank

AutoCAD SHX Text

Depot

AutoCAD SHX Text

27

AutoCAD SHX Text

24

AutoCAD SHX Text

13

AutoCAD SHX Text

82

AutoCAD SHX Text

86

AutoCAD SHX Text

85 - 95

AutoCAD SHX Text

105

AutoCAD SHX Text

36

AutoCAD SHX Text

Filling

AutoCAD SHX Text

Station

AutoCAD SHX Text

1 to 24

AutoCAD SHX Text

1

AutoCAD SHX Text

Coryton

AutoCAD SHX Text

88

AutoCAD SHX Text

84

AutoCAD SHX Text

9

AutoCAD SHX Text

11

AutoCAD SHX Text

Station

AutoCAD SHX Text

40

AutoCAD SHX Text

23a

AutoCAD SHX Text

Depot

AutoCAD SHX Text

Hypermarket

AutoCAD SHX Text

/ Canolfan Rheoli Traffig

AutoCAD SHX Text

3

AutoCAD SHX Text

14

AutoCAD SHX Text

103

AutoCAD SHX Text

76

AutoCAD SHX Text

18

AutoCAD SHX Text

64

AutoCAD SHX Text

25

AutoCAD SHX Text

90

AutoCAD SHX Text

28

AutoCAD SHX Text

42

AutoCAD SHX Text

78

AutoCAD SHX Text

31

AutoCAD SHX Text

35

M4(W)ONLY

M4(E)A470M'THYR

M4(E)ONLYA470M'THYR

M4(W)ONLY

NO ENTRY

M

4

6

.

6

m

P

E

N

D

W

Y

A

L

L

T

R

O

A

D

1

9

10

S

y

c

a

m

o

r

e

H

o

u

s

e

Path

(um

)

3

2

7

Path

2

2

9

4

0

.

5

m

9

1

a

S

h

e

lte

r

L

B

1

8

1

3

(

P

H

)

1

4

Long Wood

P

o

n

d

1 to 24

1

7

20

1

t

o

9

9

P

a

t

h

(

u

m

)

E

l

C

L

O

S

E

1

6

4

1

.

1

m

ET

L

4

4

1

.

8

m

H

O

L

L

Y

B

U

S

H

E

S

T

A

T

E

2

6

1

t

o

3

0

T

h

e

L

o

d

g

e

4

0

Dismantl

ed Railw

ay

D

is

m

a

n

tle

d

R

a

ilw

a

y

2

5

4

0

.

8

m

1

c

2

3

P

o

n

d

1

3

1

1

t

o

1

0

P

r

i

m

a

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S

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T

Y

C

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L

Y

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M

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W

S

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k

H

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e

2

3

2

1

7

4

0

.

8

m

1

1

2

9

4

8

I

n

n

8

1

3

7

6

2

4

1

4

4

3

6

S

h

e

lt

e

r

2

4

1

0

3

0

3

a

HOLLYBUSH ESTATE

4

6

B

e

e

c

h

H

o

u

s

e

2

8

4

5

.

0

m

E

T

L

G

P

H

o

lly

b

u

s

h

P

o

p

la

r

H

o

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e

7

2

a

T

C

B

1

2

5

P

o

s

t

CO

RY

TO

N R

ISE

S

u

b

S

t

a

3

5

1

b

1

4

7

2

1

a

5

3

7

2

7

4

1

.

7

m

3

7

P

la

y

g

r

o

u

n

d

E

lm

H

o

u

s

e

1 to 9

5

1

2

1

E

T

L

l

1

3

5

0

.

6

m

1

1

1

t

o

1

2

1

E

l

S

u

b

S

t

a

C

o

r

y

t

o

n

C

e

d

a

r

H

o

u

s

e

(Nature Reserve)

2

4

1

4

4

.

8

m

2

S

c

h

o

o

l

H

o

u

s

e1

5

to

2

3

1

7

4

2

Proposed Kebline

Proposed Road Markings

Proposed Earth Works

Proposed highway

Proposed footway/splitter islands

Proposed verge

Proposed parapet

Proposed Double Yellow Lines

Proposed Vehicle Restraint System

A B C D E F

1

2

3

4

5

6

Key to symbols

App’dCh’k’d


RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

P:\Cardiff\MNS\Projects\361662 - Velindre\Drawings\Working Drawings\MMD-361662-D-DR-00-XX-2001 - Proposed General Arrangement.dwg Mar 14,

2017 - 2:15PM qua62352

TFW


Proposed Highway Alignment

General Arrangement

Velindre


E Quarshie

E Quarshie

M Whitehouse

P Duffy

F Batt

E Woodhouse

1:2000 PRE

MMD-361662-D-DR-00-XX-2001

P1

Fitzalan House

Fitzalan Road

Cardiff, CF24 0EL

United Kingdom

+44 (0)29 2046 7800

+44 (0)29 2046 7801

www.mottmac.com






P1 14.03.17EQ

Preliminary Issue

PD EW





Plan

1:2000

ASDA

McDonalds

L

o

n

g

w

o

o

d

D

r

iv

e

L

o

n

g

w

o

o

d

D

r

i

v

e

Dis-used Railway Corridor

Petrol

Station

M

4 J32

C

oryton G

yratory

Refer to Drg. No.

MMD-361662-D-DR-00-XX-2005

Refer to Drg. No.

MMD-361662-D-DR-00-XX-2002

Refer to Drg. No.

MMD-361662-D-DR-00-XX-2004

Refer to Drg. No.

MMD-361662-D-DR-00-XX-2003

Refer to the Hassel Architect drawings

for details of the site

Proposed bridge structure

Refer to Drg. No.

MMD-361662-D-DR-00-XX-2002

Viewpoint 1

MMD-361662-D-DR-00-XX-2002

MMD-361662-D-DR-00-XX-2003

MMD-361662-D-DR-00-XX-2004

MMD-361662-D-DR-00-XX-2005

AutoCAD SHX Text

CR

AutoCAD SHX Text

ED Bdy

AutoCAD SHX Text

FB

AutoCAD SHX Text

Def

AutoCAD SHX Text

CR

AutoCAD SHX Text

Def

AutoCAD SHX Text

ED Bdy

AutoCAD SHX Text

41.8m

AutoCAD SHX Text

46.6m

AutoCAD SHX Text

53.3m

AutoCAD SHX Text

41.7m

AutoCAD SHX Text

52.1m

AutoCAD SHX Text

60.4m

AutoCAD SHX Text

50.6m

AutoCAD SHX Text

LB

AutoCAD SHX Text

FB

AutoCAD SHX Text

Mast

AutoCAD SHX Text

LB

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Subway

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Tel P

AutoCAD SHX Text

Footbridge

AutoCAD SHX Text

Tank

AutoCAD SHX Text

Tel P

AutoCAD SHX Text

HOLLYBUSH ESTATE

AutoCAD SHX Text

NORTHERN AVENUE

AutoCAD SHX Text

CORYTON CLOSE

AutoCAD SHX Text

WHITWORTH SQUARE

AutoCAD SHX Text

CORYTON RISE

AutoCAD SHX Text

NORTHERN AVENUE

AutoCAD SHX Text

CORYTON CRESCENT

AutoCAD SHX Text

A470

AutoCAD SHX Text

CORYTON DRIVE

AutoCAD SHX Text

M 4

AutoCAD SHX Text

PENDWYALLT ROAD

AutoCAD SHX Text

CORYTON

AutoCAD SHX Text

Nature

AutoCAD SHX Text

Reserve

AutoCAD SHX Text

Lock

AutoCAD SHX Text

El

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

(disused)

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

Playground

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

Long Wood

AutoCAD SHX Text

El

AutoCAD SHX Text

El Sub Sta

M4(W)ONLY

M4(E)A470M'THYR

M4(E)ONLY

A470M'THYR

M4(W)ONLY

NO ENTRY M

L

o

n

g

w

o

o

d

D

r

i

v

e

L

o

n

g

w

o

o

d

D

r

iv

e

ASDA Car Park

A

S

D

A

H

G

V

A

c

c

e

s

s

R

o

a

d

S

e

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v

ie

w

p

o

in

t 1

Existing road to be widened to

accommodate left turn in to

ASDA

Existing verge levels to be adjusted

to accommodate new road alignment

Existing verge levels to be

adjusted to accommodate

new road alignment

Asda Car Parking

arrangement to be

adjusted to suit

Proposed road

width 6.5m

Proposed 4.0m wide

footway/cycleway over

bridge structure,

including verge

Proposed bridge

Proposed 2m wide

footway/cycleway

Access road into ASDA

Existing marked

pedestrian crossing

Proposed roundabout

Existing footway

Existing bus stop

Proposed 4.0m wide

footway/cycleway

Proposed VRS

M

4

J

3

2

C

o

r

y

t

o

n

G

y

r

a

t

o

r

y

McDonalds

McDonalds Road Marking

to be retained

Proposed Kebline


Proposed Earth Works

Proposed highway


Proposed verge

Proposed parapet

Proposed Double Yellow Lines

Proposed Vehicle Restraint System

Proposed road

width 6.5m

Proposed road

width 6.5m

Proposed bridge

Proposed 1.2m

wide verge

Proposed 2.0m

wide verge

Proposed VRS

Proposed 3.5m wide

footway/cycleway

Proposed 2.0m

wide verge

Proposed 4.0m wide

footway/cycleway

S

e

e

P

la

n

Steps to be provided to link

cutting to new access road

A B C D E F

1

2

3

4

5

6

Key to symbols

App’dCh’k’d


RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

P:\Cardiff\MNS\Projects\361662 - Velindre\Drawings\Working Drawings\MMD-361662-D-DR-00-XX-2002 - Proposed Longwood Drive Roundabout &

Asda Access Road Layout X.dwg Mar 13, 2017 - 4:21PM qua62352

TFW


Proposed Longwood Drive Roundabout

& ASDA Access Road Layout

Velindre


E Quarshie

Y Wei

M Whitehouse

P Duffy

F Batt

E Woodhouse

1:500 PRE

MMD-361662-D-DR-00-XX-2002

P1

Fitzalan House

Fitzalan Road

Cardiff, CF24 0EL

United Kingdom

+44 (0)29 2046 7800

+44 (0)29 2046 7801

www.mottmac.com






P1 13.03.17 YW

Preliminary Issue

PD EW





Plan

1:500

1:500

0 50m25m

Plan

1:500

1:500

0 50m25m

Viewpoint 1

NVCC Site

Entrance

AutoCAD SHX Text

Drain

AutoCAD SHX Text

Ty?? Coryton

AutoCAD SHX Text

Filling

AutoCAD SHX Text

Station

AutoCAD SHX Text

Hypermarket

Proposed kerbline


M4(E)ONLY

A470M'THYR

M4(W)ONLY

Proposed

roundabout

McDonalds

ASDA

Petrol

Station

Proposed footpath

Existing verge levels to be adjusted

to accommodate new road alignment

ASDA

Car

Park

Proposed kerbline

widening

Access road into ASDA

A

m

e

n

d

e

d

H

G

V

A

c

c

e

s

s

R

o

a

d

L

o

n

g

w

o

o

d

D

r

i

v

e

Existing road to be widened to

accommodate left turn in to Asda

Existing verge levels to be

adjusted to accommodate new

road alignment

L

o

n

g

w

o

o

d

D

r

i

v

e

Proposed kerbline

Proposed footway

Footway realigned

M4(W)ONLY

M4(E)A470M'THYR

M4(E)ONLY

A470M'THYR

M4(W)ONLY

NO ENTRY M

Proposed highway


Proposed verge

A B C D E F

1

2

3

4

5

6

Key to symbols

App’dCh’k’d


RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

P:\Cardiff\MNS\Projects\361662 - Velindre\Drawings\Working Drawings\MMD-361662-D-DR-00-XX-2003 - Proposed Longwood Drive Roundabout

Layout.dwg Mar 14, 2017 - 2:32PM qua62352

TFW


Proposed Longwood Drive

Roundabout Layout

Velindre


Y Wei

Y Wei

M Whitehouse

P Duffy

F Batt

E Woodhouse

As Shown PRE

MMD-361662-D-DR-00-XX-2003

P1

Fitzalan House

Fitzalan Road

Cardiff, CF24 0EL

United Kingdom

+44 (0)29 2046 7800

+44 (0)29 2046 7801

www.mottmac.com






3. Footway realignment to be determined.

P1 14.03.17 YW

Preliminary Issue

PD EW





1:250

0 25m12.5m

Plan

1:250

Location Plan

1:5000

Area of Plan View

M

4

L

o

n

g

w

o

o

d

D

r

i

v

e

M

4

J

3

2

Pendw

yllt Road

D

i

s

u

s

e

d

R

a

i

l

w

a

y

C

o

r

r

i

d

o

r

MMD-361662-D-DR-00-XX-2001

MMD-361662-D-DR-00-XX-2002

MMD-361662-D-DR-00-XX-2004

MMD-361662-D-DR-00-XX-2005

AutoCAD SHX Text

FB

AutoCAD SHX Text

Def

AutoCAD SHX Text

Def

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Ponds

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Locks

AutoCAD SHX Text

Pond

AutoCAD SHX Text

Drain

AutoCAD SHX Text

Pond

AutoCAD SHX Text

(disused)

AutoCAD SHX Text


AutoCAD SHX Text

Disused

AutoCAD SHX Text

Pond

AutoCAD SHX Text


AutoCAD SHX Text

(disused)

AutoCAD SHX Text

41.8m

AutoCAD SHX Text

46.6m

AutoCAD SHX Text

53.3m

AutoCAD SHX Text

41.7m

AutoCAD SHX Text

60.4m

AutoCAD SHX Text

50.6m

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path

AutoCAD SHX Text

Lay-by

AutoCAD SHX Text

Path

AutoCAD SHX Text

Post

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Gantry

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

Path

AutoCAD SHX Text

Path (um)

AutoCAD SHX Text

HOLLYBUSH ESTATE

AutoCAD SHX Text

NORTHERN AVENUE

AutoCAD SHX Text

WHITWORTH SQUARE

AutoCAD SHX Text

CORYTON RISE

AutoCAD SHX Text

M 4

AutoCAD SHX Text

PENDWYALLT ROAD

AutoCAD SHX Text

Nature

AutoCAD SHX Text

Reserve

AutoCAD SHX Text

Lock

AutoCAD SHX Text

El

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

(disused)

AutoCAD SHX Text

Sub Sta

AutoCAD SHX Text

Playground

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

Long Wood

AutoCAD SHX Text

El

AutoCAD SHX Text

El Sub Sta

AutoCAD SHX Text

ETL



D. Traffic Data

D.1 OverviewTo inform the transport assessment a number of surveys were undertaken in the vicinity of both thecurrent Velindre Hospital, along Velindre Road and Park Road, and the proposed nVCC location, onLongwood Drive and ASDA access road during November 2015; March 2016; and June/July 2016.

Full details of the traffic data collected are provided in the Transport Assessment.

Survey Type

Three types of traffic surveys were undertaken:

● Junction Turning Counts (JTCs) – locations shown in Figure D1;● Automatic Traffic Counts (ATCs) – locations shown in Figure D2; and● Automatic Number Plate Recognition (ANPR) – locations shown in Figure D3.● MOVA signals data for the Longwood Drive arm of the Coryton Interchange was also obtained

from Traffic Wales.

D.2 Junction Turning Counts (JTC)November 2015

Junction turning counts (JTC) and journey times were collected at seven sites on Thursday 26thNovember 2015 for the AM and PM peak periods only (0700-1000 and 1500-2030). Queue lengthswere also collected for one site (Park Road roundabout) for the same time periods.

The seven surveyed sites were:

● A4054 Park Rd / Clos Coed Hir (priority T-junction);● A4054 Park Rd / Park Crescent / Whitchurch Hospital (left to right stagger);● Park Rd / Ty’n-Y-Pwll Rd / Penlline Rd / Kelston Rd / Velindre Rd (standard roundabout);● Velindre Rd / Velindre Hospital East Access (priority T-junction);● Velindre Rd / Heol Don (mini roundabout);● Velindre Rd / Velindre Hospital West Access (priority T-junction); and● Velindre Rd / Ty-Mawr Rd (priority T-junction).

March 2016Junction turning counts (JTCs) were collected at one site at the Pendwyallt Road / Pantmawr Roadpriority T-junction on Tuesday 15th March 2016 for the AM and PM peak periods only (0700-1000 and1500-2030).

June 2016

Junction turning counts (JTC) and queue lengths were collected at seven sites on Thursday 30thJune, Saturday 2nd July and Sunday 3rd July 2016 for the AM and PM peak periods only (0700-1000and 1500-2030).

The seven surveyed sites were:

● Coryton Gyratory / Longwood Drive (3 arm signalised junction);● ASDA / Longwood Drive / Petrol Station (standard roundabout);



● McDonalds access (priority T-junction);● ASDA delivery access (priority T-junction);● ASDA car park access north (priority T-junction);● ASDA car park access south (priority T-junction); and● Pendwyallt Road / Hollybush Estate access (priority T-junction).

Figure D1: Junction Turning Count Locations

D.3 Automatic Traffic CountsNovember 2015

Automatic traffic counts (ATC) were collected at two sites, Park Road, and Velindre Road, for one fullweek beginning Friday 27th November to Thursday 3rd December 2015 for 24 hour two way counts.

June/July 2016Automatic traffic counts (ATC) were collected at one site on Longwood Drive, at the eastern arm ofthe roundabout located between the ASDA roundabout and Coryton Gyratory, for one full weekbeginning Thursday 30th June to Wednesday 6th July 2016 for 24 hour two-way counts.



Figure D2: Automatic Traffic Count Locations


D.4 Automatic Number Plate RecognitionJune/July 2016

Automatic number plate recognition (ANPR) origin-destination counts were collected at two sites, theLongwood Drive / ASDA roundabout and Longwood Drive / Coryton Gyratory 3-arm signalisedjunction on Thursday 30th June for the AM and PM peak hours only (0700-1000 and 1500-2030) andSaturday 2nd July for a total of 9 hours (0800-1700).



Figure D3: Automatic Number Plate Recognition Sites


D.5 MOVA Data (Micro Processed Vehicle Actuated)October 2016

MOVA data was supplied by Traffic Wales for the Longwood Drive arm of the signalised CorytonGyratory.



E. Supporting Documentation

2014/15

vlookup reference 2

Minutes per procedure/ attendance (custom) Capacity Utilisation (custom) Operating hours per day (custom)

Ambulatory Care current selection = custom Ambulatory Care current selection = custom Ambulatory Care current selection = custom

Ambulatory CareAspiration 270 Ambulatory CareAmbulatory Care 85% Ambulatory CareAmbulatory Care 7.5 VCC Activity - procedures 2014/15

Assessment 120 Ambulatory Care (SACT) 85% Ambulatory Care (SACT) 7.5 Ambulatory Care 817

Biopsy 270 Ward attender 85% Ward attender 7.5 Ambulatory Care (SACT) 1,271

Blood test 30 Ward attender (SACT) 85% Ward attender (SACT) 7.5 Ward attender 656

Bone marrow 120 Imaging current selection = custom Imaging current selection = custom Ward attender (SACT) 656

Central line attention 30 Imaging CT 90% Imaging CT 7.5 Total 3,400

ECG 30 Interventional 90% Interventional 7.5 VCC Capacity - treatment rooms/spaces2014/15

Hickman removal 120 MR 90% MR 7.5 Ambulatory Care 2.39

Infusion 300 Nuclear Medicine 90% Nuclear Medicine 7.5 Ambulatory Care (SACT) 0.65

Injection 30 Plain Film 90% Plain Film 7.5 Ward attender 0.40

IPC 420 Screening 90% Screening 7.5 Ward attender (SACT) 0.40

Other 60 Ultrasound 90% Ultrasound 7.5 Total 3.83

Paracentesis 420 Outpatients current selection = custom Outpatients current selection = custom

PiCC insertion 120 Outpatients Brachytherapy 85% Outpatients Brachytherapy 7.5 VCC Investigations 2014/15

PiCC removal 30 Chemotherapy assessment 85% Chemotherapy assessment 7.5 CT 6,438

Pump disconnect 30 clinical psychology 85% clinical psychology 7.5 Interventional 29

Transfusion 360 General 85% General 7.5 MR 2,552

Imaging current selection = custom MDT secondary contacts 70% MDT secondary contacts 7.5 Nuclear Medicine 2,239

Imaging Other 15 Oncology Nurse Specialists 85% Oncology Nurse Specialists 7.5 Plain Film 3,477

CT 20 Palliative Care 70% Palliative Care 7.5 Screening 32

Interventional 60 Radiotherapy Planning OP 85% Radiotherapy Planning OP 7.5 Ultrasound 1,236

MR 45 Radiotherapy Research 85% Radiotherapy Research 7.5 Total 16,003

Plain Film 5 Research FU early phase 70% Research FU early phase 7.5

Screening 60 Research late phase 70% Research late phase 7.5 Activity (Admissions) | VCC 2014/15

Ultrasound 15 Telephone consultation 85% Telephone consultation 7.5 isotope 37

NM_Diagnostic Imaging 20 Radiotherapy current selection = custom Radiotherapy current selection = custom Assessment Unit -

NM_Additional Investigations 20 RadiotherapyFractions (5 days) 87% RadiotherapyFractions (5 days) 9.5 Other inpatients 1,885

NM_Treatment 20 Fractions (7 days) 87% Fractions (7 days) 9.5 RT_brachytherapy 58

NM_Non-Imaging 20 Radiotherapy Non Linacccurrent selection = custom Radiotherapy Non Linacccurrent selection = custom Total 1,980

Outpatients current selection = custom Radiotherapy Non LinaccBrachytherapy 87% Radiotherapy Non LinaccBrachytherapy 9.5

Outpatients research FU early phaseclinical trials 60 Non Linacc 87% Non Linacc 9.5 Activity (attendances) | VCC 2014/15

research late phaseclinical trials 60 Radiotherapy Prep_Reviewcurrent selection = custom Radiotherapy Prep_Reviewcurrent selection = custom Brachytherapy 41

BrachytherapyFU 17.5 Radiotherapy Prep_ReviewRadiotherapy Planning 87% Radiotherapy Prep_ReviewRadiotherapy Planning 7.5 Chemotherapy assessment 15,169

Chemotherapy assessmentFU 17.5 Radiotherapy Review 87% Radiotherapy Review 7.5 clinical psychology 2,400

General FU 17.5 SACT current selection = custom SACT current selection = custom General 21,311

Oncology Nurse SpecialistsFU 17.5 SACT Home 85% SACT Home 8.0 MDT secondary contacts 15,436

Radiotherapy Planning OPFU 17.5 Outreach 85% Outreach 8.0 Oncology Nurse Specialists 471

Telephone consultationFU 17.5 VCC 85% VCC 8.0 Palliative Care 294

BrachytherapyFU_Long term 17.5 Inpatients current selection = custom Inpatients current selection = custom Radiotherapy Planning OP 2,340

Chemotherapy assessmentFU_Long term 17.5 Inpatients isotope 65% Inpatients isotope 24.0 Radiotherapy Research 486

General FU_Long term 17.5 RT_brachytherapy 65% Assessment Unit 12.0 Research FU early phase 256

Oncology Nurse SpecialistsFU_Long term 17.5 Other inpatients 80% RT_brachytherapy 24.0 Research late phase 2,972

Radiotherapy Planning OPFU_Long term 17.5 Other inpatients 24.0 Telephone consultation 2,781

Telephone consultationFU_Long term 17.5 Total VCC 63,957

BrachytherapyNew 30 Operating days per week (custom)

Chemotherapy assessmentNew 30 Ambulatory Care current selection = custom Activity (Attends) | VCC 2014/15

General New 30 Ambulatory CareAmbulatory Care 5.0 Radiotherapy Planning 5,604

Oncology Nurse SpecialistsNew 30 Ambulatory Care (SACT) 5.0 Radiotherapy Review 8,308

Radiotherapy Planning OPNew 30 Ward attender 5.0 Total 13,912

Telephone consultationNew 30 Ward attender (SACT) 5.0

Radiotherapy ResearchNew 100 Imaging current selection = custom Radiotherapy (Courses) | VCC 2014/15

Radiotherapy ResearchFU 30 Imaging CT 5.0 Fractions (5 days) 2,926

clinical psychologyOther 60 Interventional 5.0 Fractions (7 days) 975

MDT secondary contactsOther 30 MR 5.0 Total 3,901

Palliative CareOther 45 Nuclear Medicine 5.0

Radiotherapy current selection = custom Plain Film 5.0 Radiotherapy Non-Linac | VCC 2014/15

RadiotherapyBenign neoplasms 17 Screening 5.0 Brachytherapy 146

Cancer: Breast 17 Ultrasound 5.0 Non_Linacc 249

Cancer: Colorectal 17 Outpatients current selection = custom Total 395

Cancer: Gynaecological 17 Outpatients Brachytherapy 4.0

Cancer: Head & Neck 17 Chemotherapy assessment 4.0 Chemotherapy Attendances 2014/15

Cancer: Leukaemia/Lymphoma 17 clinical psychology 4.0 VCC 14,086

Cancer: Lung 17 General 4.0

Cancer: Neurological 17 MDT secondary contacts 4.0 Chairs Required 2014/15

Cancer: Other cancers 17 Oncology Nurse Specialists 4.0 VCC 15.9

Cancer: Skin 17 Palliative Care 4.0

Cancer: Soft Tissue Tumours 17 Radiotherapy Planning OP 4.0

Cancer: Unknown primary 17 Radiotherapy Research 4.0

Cancer: Unspecified site 17 Research FU early phase 4.0

Cancer: Upper Gastrointestinal 17 Research late phase 4.0

Cancer: Urological 17 Telephone consultation 4.0

Non-Cancer 17 Radiotherapy current selection = custom

Other 17 RadiotherapyFractions (5 days) 5.0

Suspected Malignancy 17 Fractions (7 days) 5.0

Radiotherapy Non Linacccurrent selection = custom Radiotherapy Non Linacccurrent selection = custom

Radiotherapy Non LinaccBrachytherapy 35.3 Radiotherapy Non LinaccBrachytherapy 5.0

Non Linacc 30 Non Linacc 5.0

Radiotherapy Prep_Reviewcurrent selection = custom Radiotherapy Prep_Reviewcurrent selection = custom

Radiotherapy Prep_ReviewRadiotherapy Review 30 Radiotherapy Prep_ReviewRadiotherapy Planning 5.0

Radiotherapy Planning 30 Radiotherapy Review 5.0

SACT current selection = custom SACT current selection = custom

SACT Benign neoplasms 120 SACT Home 5.0

Cancer: Breast 120 Outreach 5.0

Cancer: Colorectal 120 VCC 5.0

Cancer: Gynaecological 120 Inpatients current selection = custom

Cancer: Head & Neck 120 Inpatients isotope 7.0

Cancer: Leukaemia/Lymphoma 120 Assessment Unit 5.0

Cancer: Lung 120 RT_brachytherapy 7.0

Cancer: Neurological 120 Other inpatients 7.0

Cancer: Other cancers 120

Cancer: Skin 120 Operating weeks per year (custom)

Cancer: Soft Tissue Tumours 120 Ambulatory Care current selection = custom

Cancer: Unknown primary 120 Ambulatory CareAmbulatory Care 52.0

Cancer: Unspecified site 120 Ambulatory Care (SACT) 52.0

Cancer: Upper Gastrointestinal 120 Ward attender 52.0

Cancer: Urological 120 Ward attender (SACT) 52.0

Non-Cancer 120 Imaging current selection = custom

Other 120 Imaging CT 52.0

Suspected Malignancy 120 Interventional 52.0

MR 52.0

Minutes per procedure/ attendance (custom) Nuclear Medicine 52.0

Plain Film 52.0

Screening 52.0

Ultrasound 52.0

Outpatients current selection = custom

Outpatients Brachytherapy 52.0

Chemotherapy assessment 52.0

clinical psychology 52.0

General 52.0

MDT secondary contacts 52.0

Oncology Nurse Specialists 52.0

Palliative Care 52.0

Radiotherapy Planning OP 52.0

Radiotherapy Research 52.0

Research FU early phase 52.0

Research late phase 52.0

Telephone consultation 52.0

Radiotherapy current selection = custom

RadiotherapyFractions (5 days) 48.8

Fractions (7 days) 48.8

Radiotherapy Non Linacccurrent selection = custom

Radiotherapy Non LinaccBrachytherapy 52.0

Non Linacc 52.0

Radiotherapy Prep_Reviewcurrent selection = custom

Radiotherapy Prep_ReviewRadiotherapy Planning 52.0

Radiotherapy Review 52.0

SACT current selection = custom

SACT Homecare 52.0

Outreach 52.0

VCC 52.0

Inpatients current selection = custom

Inpatients isotope 52.1

Assessment Unit 52.1

RT_brachytherapy 52.1

Other inpatients 52.1

ResponsePercent

ResponseCount

100.0% 2300.0% 00.0% 00.0% 00.0% 00.0% 0

2300skipped question

Answer Options

NHS Wales Informatics Services (NWIS)

Welsh Blood Service

answered question

Which Division / Hosted Organisation are you employed by?

Health and Care Research Wales Workforce

Velindre Cancer Centre

NHS Wales Shared Services Partnership (NWSSP)

Velindre NHS Trust Annual Staff Travel Survey

Velindre Corporate HQ

Which Division / Hosted Organisation are you employed by?

Velindre Cancer Centre

Welsh Blood Service

Velindre Corporate HQ

Health and Care Research WalesWorkforce

NHS Wales Informatics Services(NWIS)

NHS Wales Shared ServicesPartnership (NWSSP)



F. Trip Calculation

South CirculatoryArm 4

Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2016 AM Base Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 997 1201 150 245 142 63 78 9


Flows 1092 1315 164 269 155 69 86 10


Flows 1218 1468 183 300 173 77 96 11

Longwood Drive / Coryton Gyratory - AM Base Traffic Flows

Coryton Gyratory

Depot Arm 8

Longwood Drive EArm B

ASDA Arm CPetrol StationArm A

Longwood Drive WArm D

2016 AM Base Flows 2016 AM Base HGV %A B C D A B C D

A 0 116 12 3 A 0% 1% 0% 0%B 120 2 260 123 B 1% 0% 0% 5%C 10 141 0 12 C 0% 1% 0% 0%D 3 50 5 0 D 0% 16% 0% 0%


A 0 130 13 3 A 0% 1% 0% 0%B 134 2 291 137 B 1% 0% 0% 5%C 13 158 0 14 C 0% 1% 0% 0%D 3 56 6 0 D 0% 16% 0% 0%


A 0 151 16 4 A 0% 1% 0% 0%B 156 3 338 160 B 1% 0% 0% 5%C 16 183 0 16 C 0% 1% 0% 0%D 4 65 6 0 D 0% 16% 0% 0%

Longwood Drive Roundabout - AM Base Traffic Flows

Longwood DriveRoundabout




2022 AM Traffic Flows Base + Devlopments 2022 AM - HGV % Base + DevelopmentsA B C D A B C D

A 0 130 13 3 A 0% 1% 0% 0%B 134 2 583 137 B 1% 0% 1% 5%C 13 185 0 14 C 0% 1% 0% 0%D 3 56 6 0 D 0% 16% 0% 0%

2032 AM Traffic Flows Base + Devlopments 2032 AM - HGV % Base + DevelopmentsA B C D A B C D

A 0 151 16 4 A 0% 1% 0% 0%B 156 3 659 160 B 1% 0% 0% 5%C 16 215 0 16 C 0% 1% 0% 0%D 4 65 6 0 D 0% 16% 0% 0%

Longwood Drive Roundabout - AM Base + Developments Traffic Flows





2022 AM Traffic Flows Base + Devlopments + 20% 2022 AM - HGV % Base + Developments +20%A B C D A B C D

A 0 130 13 3 A 0% 1% 0% 0%B 134 2 641 137 B 1% 0% 1% 5%C 13 190 0 14 C 0% 1% 0% 0%D 3 56 6 0 D 0% 16% 0% 0%

2032 AM Traffic Flows Base + Devlopments + 20% 2032 AM - HGV % Base + Developments + 20%A B C D A B C D

A 0 151 16 4 A 0% 1% 0% 0%B 156 3 723 160 B 1% 0% 1% 5%C 16 222 0 16 C 0% 1% 0% 0%D 4 65 6 0 D 0% 16% 0% 0%

Longwood Drive Roundabout - AM Sensitivity Test +20% Development Traffic





2022 AM Traffic Flows Base + Devlopments + 50% 2022 AM - HGV % Base + Developments +50%A B C D A B C D

A 0 130 13 3 A 0% 1% 0% 0%B 134 2 641 137 B 1% 0% 1% 5%C 13 190 0 14 C 0% 1% 0% 0%D 3 56 6 0 D 0% 16% 0% 0%

2032 AM Traffic Flows Base + Devlopments + 50% 2032 AM - HGV % Base + Developments + 50%A B C D A B C D

A 0 151 16 4 A 0% 1% 0% 0%B 156 3 723 160 B 1% 0% 1% 5%C 16 222 0 16 C 0% 1% 0% 0%D 4 65 6 0 D 0% 16% 0% 0%

Longwood Drive Roundabout - AM Sensitivity Test +50% Development Traffic





2016 PM Base Flows 2016 PM Base HGV %A B C D A B C D

A 0 117 9 3 A 0% 0% 0% 0%B 93 0 371 54 B 0% 0% 1% 18%C 35 363 0 5 C 0% 1% 0% 0%D 8 172 17 0 D 0% 4% 0% 0%

2022 PM Base Flows 2022 PM Base HGV %A B C D A B C D

A 0 131 10 3 A 0% 0% 0% 0%B 104 0 415 61 B 0% 0% 1% 18%C 39 407 0 6 C 0% 1% 0% 0%D 9 192 19 0 D 0% 4% 0% 0%

2032 PM Base Flows 2032PM Base HGV %A B C D A B C D

A 0 152 12 4 A 0% 0% 0% 0%B 121 0 481 70 B 0% 0% 1% 18%C 45 472 0 6 C 0% 1% 0% 0%D 10 223 22 0 D 0% 4% 0% 0%

Longwood Drive Roundabout - PM Base Traffic Flows





2022 PM Traffic Flows Base + Devlopments 2022 PM - HGV % Base + DevelopmentsA B C D A B C D

A 0 131 10 3 A 0% 0% 0% 0%B 104 0 444 61 B 0% 0% 1% 18%C 39 725 0 6 C 0% 0% 0% 0%D 9 192 19 0 D 0% 4% 0% 0%

2032 PM Traffic Flows Base + Devlopments 2032 PM - HGV % Base + DevelopmentsA B C D A B C D

A 0 152 12 4 A 0% 0% 0% 0%B 121 0 516 70 B 0% 0% 1% 18%C 45 820 0 6 C 0% 0% 0% 0%D 10 223 22 0 D 0% 4% 0% 0%

Longwood Drive Roundabout - PM Base+ Development Traffic Flows





2022 PM Traffic Flows Base + Devlopments + 20% 2022 PM - HGV % Base + Developments + 20%A B C D A B C D

A 0 131 10 3 A 0% 0% 0% 0%B 104 0 450 61 B 0% 0% 1% 18%C 39 789 0 6 C 0% 0% 0% 0%D 9 192 19 0 D 0% 4% 0% 0%


A 0 152 12 4 A 0% 0% 0% 0%B 121 0 523 70 B 0% 0% 1% 18%C 45 890 0 6 C 0% 0% 0% 0%D 10 223 22 0 D 0% 4% 0% 0%

Longwood Drive Roundabout - PM Sensitivity Test + 20% Development Traffic






A 0 131 10 3 A 0% 0% 0% 0%B 104 0 459 61 B 0% 0% 1% 18%C 39 885 0 6 C 0% 0% 0% 0%D 9 192 19 0 D 0% 4% 0% 0%


A 0 152 12 4 A 0% 0% 0% 0%B 121 0 534 70 B 0% 0% 1% 18%C 45 995 0 6 C 0% 0% 0% 0%D 10 223 22 0 D 0% 4% 0% 0%

Longwood Drive Roundabout - PM Sensitivity Test + 50% Development Traffic



Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2022 AM Base + Development Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 1091 1314 160 269 158 73 93 10

2032 AM Base + Development Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 1217 1466 178 300 176 83 106 11

Longwood Drive / Coryton Gyratory - AM Base + Development Traffic Flows

Coryton Gyratory

Depot Arm 8


Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2022 AM Exisiting Flows RemovedArm 1 2 3 4

Flows 2 4

2032 AM Exisiting Flows RemovedArm 1 2 3 4

Flows 2 5

1

1

Longwood Drive / Coryton Gyratory - AM Exisiting Velindre Trips removed

Coryton Gyratory

Depot Arm 8


Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2016 PM Base Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 1047 1175 250 250 218 262 251 27


Flows 1147 1287 274 274 239 287 275 30


Flows 1278 1434 306 305 266 320 307 33

Longwood Drive / Coryton Gyratory - PM Base Traffic Flows

Coryton Gyratory

Depot Arm 8


Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2022 PM Base + Development Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 1135 1273 232 274 340 361 373 30

2032 PM Base + Development Traffic FlowsArm 1 2 3 4 5 6 7 8

Flows 1252 1405 217 305 374 399 412 33

Longwood Drive / Coryton Gyratory - PM Base + Development Traffic Flows

Coryton Gyratory

Depot Arm 8


Arm 3Arm 2Arm 1

Arm 5 Arm 6 Arm 7

Longwood Drive

2022 PM Exisiting Peak Hour Flows RemovedArm 1 2 3 4

Flows 14 43

2032 PM Exisiting Peak Hour Flows RemovedArm 1 2 3 4

Flows 29 89

12

25

Longwood Drive / Coryton Gyratory - PM Base + Development Traffic Flows

Coryton Gyratory

Depot Arm 8



G. Junction Modelling Results ARCADY

1

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.1.4646 []© Copyright TRL Limited, 2017

For sales and distribution information, program advice and maintenance, contact TRL:Tel: +44 (0)1344 770758 email: [email protected] Web: http://www.trlsoftware.co.uk

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

Filename: Longwood Drive_ASDA Roundabout - Updated V6.j9Path: P:\Southampton\ITW\Projects\361662 Velindre\05 Calculations\ARCADY\LongwoodDrive_ASDA Roundabout\Existing Layout\TEMPRO 7.1\2022_2032Report generation date: 13/01/2017 13:37:45

Summary of junction performance

AM PMQueue (PCU) Delay (s) RFC LOS Queue (PCU) Delay (s) RFC LOS

Longwood Drive_ASDA Roundabout [Lane Simulation] - 2016 BaseArm A 0.1 3.45 A 0.2 4.19 A

Arm B 1.0 6.56 A 1.4 7.68 A

Arm C 0.2 2.86 A 0.4 3.33 A

Arm D 0.2 6.66 A 0.6 9.40 A

Longwood Drive_ASDA Roundabout [Lane Simulation] - 2016 DevArm A 0.1 3.47 A 0.3 5.63 A

Arm B 2.8 12.05 B 1.6 8.70 A

Arm C 0.2 2.89 A 1.1 4.54 A

Arm D 0.1 6.73 A 0.9 11.75 B

Longwood Drive_ASDA Roundabout [Lane Simulation] - 2016 Sen (+20% Dev)Arm A 0.1 3.46 A 0.2 5.72 A

Arm B 4.1 15.39 C 1.2 7.94 A

Arm C 0.2 2.89 A 1.3 5.16 A

Arm D 0.1 6.82 A 0.8 12.69 B


Arm B 8.1 26.96 D 1.5 8.04 A

Arm C 0.2 2.90 A 1.6 5.98 A

Arm D 0.1 6.66 A 0.8 14.88 B


Arm B 1.4 6.94 A 1.9 9.15 A

Arm C 0.2 2.89 A 0.5 3.53 A

Arm D 0.2 7.06 A 0.7 10.14 B


Arm B 4.3 15.85 C 1.6 8.83 A

Arm C 0.2 2.97 A 1.3 5.30 A

2

Arm D 0.2 6.83 A 0.9 14.37 B


Arm B 6.8 23.27 C 2.0 9.52 A

Arm C 0.2 3.01 A 1.8 5.94 A

Arm D 0.2 7.07 A 1.0 15.97 C


Arm B 19.8 61.38 F 1.9 9.71 A

Arm C 0.2 3.00 A 1.9 7.20 A

Arm D 0.2 6.88 A 1.4 18.75 C


Arm B 1.5 7.92 A 2.0 10.64 B

Arm C 0.3 3.11 A 0.7 3.97 A

Arm D 0.2 6.92 A 1.1 12.64 B


Arm B 9.3 32.13 D 2.3 12.03 B

Arm C 0.3 3.25 A 1.9 6.35 A

Arm D 0.2 7.12 A 1.6 20.50 C


Arm B 18.3 56.48 F 2.9 12.37 B

Arm C 0.3 3.21 A 2.0 7.58 A

Arm D 0.2 7.33 A 2.1 25.35 D


Arm B 58.7 149.88 F 3.0 12.96 B

Arm C 0.3 3.14 A 3.2 9.99 A

Arm D 0.2 7.24 A 2.8 33.20 D

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. Armand junction delays are averages for all movements, including movements with zero delay.

File summary

File Description

Title (untitled)

Location

Site number

Date 19/09/2016

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator MOTTMAC\rap67683

Description Flow updated

3

UnitsDistance

unitsSpeedunits

Traffic unitsinput

Traffic unitsresults

Flowunits

Average delayunits

Total delayunits

Rate of delayunits

m kph PCU PCU perHour s -Min perMin

The junction diagram reflects the last run of Junctions.

Analysis OptionsVehicle

length (m)Calculate Queue

PercentilesCalculate detailed

queueing delayCalculate residual

capacityRFC

ThresholdAverage Delaythreshold (s)

Queue threshold(PCU)

5.75 0.85 36.00 20.00

Lane Simulation optionsStop

criteria(%)

Stopcriteriatime (s)

Stopcriteria

number oftrials

Randomseed

Resultsrefresh

speed (s)

Individualvehicle

animationnumber of trials

Usecrossings

quickresponse

Last runrandom

seed

Last runnumber of

trials

Last runtime

taken (s)

1.00 100000 100000 -1 3 1 ü 611375830 101 3.64

Demand Set SummaryID Scenario name Time Period

nameTraffic profile

typeStart time(HH:mm)

Finish time(HH:mm)

Time segmentlength (min)

Runautomatically

D1 2016 Base AM ONE HOUR 07:45 09:15 15 ü

D2 2016 Base PM ONE HOUR 16:15 17:45 15 ü

D3 2016 Dev AM ONE HOUR 07:45 09:15 15 ü

D4 2016 Dev PM ONE HOUR 16:15 17:45 15 ü

D5 2016 Sen (+20% Dev) AM ONE HOUR 07:45 09:15 15 ü

D6 2016 Sen (+20% Dev) PM ONE HOUR 16:15 17:45 15 ü



4



D11 2022 Dev AM ONE HOUR 07:45 09:15 15 ü

D12 2022 Dev PM ONE HOUR 16:15 17:45 15 ü







D19 2032 Dev AM ONE HOUR 07:45 09:15 15 ü

D20 2032 Dev PM ONE HOUR 16:15 17:45 15 ü





Analysis Set DetailsID Name Use Lane

SimulationInclude in

reportNetwork flow scaling

factor (%)Network capacity scaling

factor (%)

A1 Longwood Drive_ASDARoundabout ü ü 100.000 100.000

Longwood Drive_ASDA Roundabout - 2016Base, AMData Errors and WarningsSeverity Area Item Description

Warning Lane Simulation

A1 - LongwoodDrive_ASDARoundabout [LaneSimulation]

This analysis set uses Lane Simulation mode. This is provided as an investigative tool andthe user should apply judgement when interpreting the results.

Junction Network

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

1 untitled Standard Roundabout A,B,C,D 5.38 A

Junction Network OptionsDriving side Lighting

Left Normal/unknown

5

Arms

ArmsArm Name Description

A Petrol Station

B Longwood Drive East

C ASDA

D Longwood Drive West

Roundabout GeometryArm V - Approach road

half-width (m)E - Entrywidth (m)

l' - Effective flarelength (m)

R - Entryradius (m)

D - Inscribed circlediameter (m)

PHI - Conflict (entry)angle (deg)

Exitonly

A 4.19 6.18 4.0 5.8 23.0 30.0

B 3.54 7.33 20.0 11.1 23.0 30.0

C 4.20 6.50 12.0 10.2 23.0 25.0

D 3.79 7.07 10.0 8.3 23.0 25.0

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in modelArm Final slope Final intercept (PCU/hr)

A 0.548 1324

B 0.655 1718

C 0.644 1654

D 0.616 1549The slope and intercept shown above include any corrections and adjustments.

Lane Simulation: Arm optionsArm Lane capacity source Traffic Considering Secondary Lanes (%)

A Evenly split 10.00

B Evenly split 10.00

C Evenly split 10.00

D Evenly split 10.00

LanesArm Lane level Lane Destination

armsHas limited

storageStorage(PCU)

Minimum capacity(PCU/hr)

Maximum capacity(PCU/hr)

A 1 [Give-wayline] 1 A,C,D,B Infinity 0 99999

B1 [Give-way

line]1 C ü 4.00 0 99999

2 A,D,B ü 4.00 0 99999

2 1 (A,C,D,B) Infinity

C 1 [Give-wayline] 1 A,C,D,B Infinity 0 99999

D1 [Give-way

line]1 A,B ü 1.00 0 99999

2 C,D ü 1.00 0 99999

2 1 (A,C,D,B) Infinity

Entry Lane slope and interceptArm Lane level Lane Final slope Final intercept (PCU/hr)

A 1 [Give-way line] 1 0.548 1324

B 1 [Give-way line]1 0.327 859

2 0.327 859

C 1 [Give-way line] 1 0.644 1654

6

D 1 [Give-way line]1 0.308 774

2 0.308 774

Lane Movements

Arm Lane Level LaneDestination arm

C D A B

C 1 [Give-way line] 1 ü ü ü ü

D1 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

A 1 [Give-way line] 1 ü ü ü ü

B1 [Give-way line]

1 ü

2 ü ü ü

2 1 ü ü ü ü

Traffic Demand

Demand Set DetailsID Scenario

nameTime Period

nameTraffic profile


Finish time(HH:mm)

Time segment length(min)

Runautomatically


Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU)

ü ü HV Percentages 2.00

Demand overview (Traffic)Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)

A ONE HOUR ü 131 100.000

B ONE HOUR ü 505 100.000

C ONE HOUR ü 163 100.000

D ONE HOUR ü 58 100.000

Origin-Destination DataDemand (PCU/hr)

To

From

A B C D

A 0 116 12 3

B 120 2 260 123

C 10 141 0 12

D 3 50 5 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.24 0.00 0.51 0.24

C 0.06 0.87 0.00 0.07

D 0.05 0.86 0.09 0.00

7

Vehicle MixHeavy Vehicle Percentages

To

From

A B C D

A 0 1 0 0

B 1 0 0 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.000 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000

Detailed Demand Data

Demand for each time segmentTime Segment Arm Demand (PCU/hr) Demand in PCU (PCU/hr)

07:45-08:00

A 99 99

B 380 380

C 123 123

D 44 44

08:00-08:15

A 118 118

B 454 454

C 147 147

D 52 52

08:15-08:30

A 144 144

B 556 556

C 179 179

D 64 64

08:30-08:45

A 144 144

B 556 556

C 179 179

D 64 64

08:45-09:00

A 118 118

B 454 454

C 147 147

D 52 52

09:00-09:15

A 99 99

B 380 380

C 123 123

D 44 44

Results

Results Summary for whole modelled period

Arm Max delay (s) Max Queue(PCU) Max LOS

AverageDemand(PCU/hr)

Total JunctionArrivals (PCU)

A 3.45 0.1 A 119 178

B 6.56 1.0 A 460 691

C 2.86 0.2 A 152 228

D 6.66 0.2 A 54 80

8

Main Results for each time segment

07:45 - 08:00

ArmTotal

Demand(PCU/hr)

JunctionArrivals(PCU)

Circulatingflow (PCU/hr)

Throughput(PCU/hr)

Throughput(exit side)(PCU/hr)

Start queue(PCU)

End queue(PCU) Delay (s) LOS

A 97 24 151 98 98 0.0 0.0 3.127 A

B 375 94 15 374 235 0.0 0.7 5.379 A

C 128 32 184 127 205 0.0 0.1 2.555 A

D 45 11 206 44 106 0.0 0.2 6.483 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 117 29 184 116 113 0.0 0.1 3.271 A

B 451 113 17 450 284 0.7 0.8 5.880 A

C 155 39 212 156 255 0.1 0.1 2.684 A

D 51 13 245 51 122 0.2 0.1 6.417 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 143 36 212 143 140 0.1 0.1 3.173 A

B 550 138 24 552 331 0.8 1.0 6.559 A

C 175 44 275 175 302 0.1 0.2 2.855 A

D 63 16 291 61 158 0.1 0.2 6.616 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 139 35 219 140 144 0.1 0.1 3.452 A

B 554 139 22 557 337 1.0 0.8 6.481 A

C 178 45 271 178 309 0.2 0.1 2.813 A

D 67 17 297 65 151 0.2 0.2 6.664 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 126 31 177 125 115 0.1 0.1 3.382 A

B 442 111 17 442 286 0.8 0.7 5.690 A

C 148 37 220 148 239 0.1 0.1 2.667 A

D 50 13 242 49 126 0.2 0.1 6.014 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 91 23 154 91 101 0.1 0.1 3.172 A

B 388 97 14 386 231 0.7 0.8 5.549 A

C 126 31 194 126 207 0.1 0.1 2.619 A

D 45 11 208 46 112 0.1 0.1 6.315 A

9

Lane ResultsLane Level notation: Lane Level 1 is always closest to the junction.

Lanes: Main Results for each time segment

07:45 - 08:00

Arm Side Lanelevel Lane Destination

arms

TotalDemand(PCU/hr)

Capacity(PCU/hr) RFC Throughput

(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 97 1241 0.079 98 0.0 0.0 3.127 A

Exit 1 1 98 98 0.0 0.0 0.000 A

BEntry

11 C 192 854 0.224 192 0.0 0.3 5.352 A

2 A,D,B 184 854 0.215 182 0.0 0.4 5.392 A

2 1 (A,C,D,B) 375 375 0.0 0.0 0.008 A

Exit 1 1 235 235 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 128 1536 0.083 127 0.0 0.1 2.555 A

Exit 1 1 205 205 0.0 0.0 0.000 A

DEntry

11 A,B 41 711 0.058 39 0.0 0.1 6.051 A

2 C,D 4 711 0.006 4 0.0 0.0 5.007 A

2 1 (A,C,D,B) 45 45 0.0 0.0 0.534 A

Exit 1 1 106 106 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 117 1223 0.095 116 0.0 0.1 3.271 A

Exit 1 1 113 113 0.0 0.0 0.000 A

BEntry

11 C 242 853 0.283 240 0.3 0.4 5.973 A

2 A,D,B 210 853 0.246 210 0.4 0.4 5.649 A

2 1 (A,C,D,B) 451 452 0.0 0.0 0.059 A

Exit 1 1 284 284 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 155 1518 0.102 156 0.1 0.1 2.684 A

Exit 1 1 255 255 0.0 0.0 0.000 A

DEntry

11 A,B 48 699 0.069 48 0.1 0.1 5.991 A

2 C,D 3 699 0.005 3 0.0 0.0 5.385 A

2 1 (A,C,D,B) 51 52 0.0 0.0 0.475 A

Exit 1 1 122 122 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 143 1208 0.119 143 0.1 0.1 3.173 A

Exit 1 1 140 140 0.0 0.0 0.000 A

BEntry

11 C 281 851 0.331 282 0.4 0.5 6.384 A

2 A,D,B 270 851 0.317 270 0.4 0.5 6.423 A

2 1 (A,C,D,B) 550 551 0.0 0.0 0.156 A

Exit 1 1 331 331 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 175 1477 0.118 175 0.1 0.2 2.855 A

Exit 1 1 302 302 0.0 0.0 0.000 A

DEntry

11 A,B 57 685 0.083 56 0.1 0.2 6.182 A

2 C,D 6 685 0.008 6 0.0 0.0 6.151 A

2 1 (A,C,D,B) 63 63 0.0 0.0 0.440 A

Exit 1 1 158 158 0.0 0.0 0.000 A

10

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 139 1204 0.116 140 0.1 0.1 3.452 A

Exit 1 1 144 144 0.0 0.0 0.000 A

BEntry

11 C 289 852 0.339 290 0.5 0.5 6.460 A

2 A,D,B 266 852 0.312 267 0.5 0.3 6.201 A

2 1 (A,C,D,B) 554 554 0.0 0.0 0.143 A

Exit 1 1 337 337 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 178 1480 0.120 178 0.2 0.1 2.813 A

Exit 1 1 309 309 0.0 0.0 0.000 A

DEntry

11 A,B 62 683 0.090 60 0.2 0.2 6.137 A

2 C,D 5 683 0.007 5 0.0 0.0 5.218 A

2 1 (A,C,D,B) 67 67 0.0 0.0 0.609 A

Exit 1 1 151 151 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 126 1227 0.102 125 0.1 0.1 3.382 A

Exit 1 1 115 115 0.0 0.0 0.000 A

BEntry

11 C 224 853 0.263 224 0.5 0.3 5.525 A

2 A,D,B 218 853 0.256 218 0.3 0.4 5.787 A

2 1 (A,C,D,B) 442 442 0.0 0.0 0.037 A

Exit 1 1 286 286 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 148 1513 0.098 148 0.1 0.1 2.667 A

Exit 1 1 239 239 0.0 0.0 0.000 A

DEntry

11 A,B 46 700 0.066 46 0.2 0.1 5.772 A

2 C,D 4 700 0.006 4 0.0 0.0 5.175 A

2 1 (A,C,D,B) 50 50 0.0 0.0 0.299 A

Exit 1 1 126 126 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 91 1240 0.073 91 0.1 0.1 3.172 A

Exit 1 1 101 101 0.0 0.0 0.000 A

BEntry

11 C 196 854 0.230 195 0.3 0.4 5.339 A

2 A,D,B 192 854 0.225 191 0.4 0.4 5.669 A

2 1 (A,C,D,B) 388 388 0.0 0.0 0.052 A

Exit 1 1 231 231 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 126 1529 0.082 126 0.1 0.1 2.619 A

Exit 1 1 207 207 0.0 0.0 0.000 A

DEntry

11 A,B 42 710 0.059 43 0.1 0.1 5.874 A

2 C,D 3 710 0.005 3 0.0 0.0 5.062 A

2 1 (A,C,D,B) 45 45 0.0 0.0 0.506 A

Exit 1 1 112 112 0.0 0.0 0.000 A

11

Longwood Drive_ASDA Roundabout - 2016Base, PMData Errors and WarningsSeverity Area Item Description




Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 129 100.000

B ONE HOUR ü 518 100.000

C ONE HOUR ü 403 100.000

D ONE HOUR ü 197 100.000


To

From

A B C D

A 0 117 9 3

B 93 0 371 54

C 35 363 0 5

D 8 172 17 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.18 0.00 0.72 0.10

C 0.09 0.90 0.00 0.01

D 0.04 0.87 0.09 0.00

12


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 1 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.010 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 97 97

B 390 390

C 303 303

D 148 148

16:30-16:45

A 116 116

B 466 466

C 362 362

D 177 177

16:45-17:00

A 142 142

B 570 570

C 444 444

D 217 217

17:00-17:15

A 142 142

B 570 570

C 444 444

D 217 217

17:15-17:30

A 116 116

B 466 466

C 362 362

D 177 177

17:30-17:45

A 97 97

B 390 390

C 303 303

D 148 148

Results





A 4.19 0.2 A 119 178

B 7.68 1.4 A 477 716

C 3.33 0.4 A 370 555

D 9.40 0.6 A 184 275

13


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 93 23 426 93 100 0.0 0.1 3.496 A

B 385 96 24 386 495 0.0 0.6 5.905 A

C 306 77 115 305 295 0.0 0.4 2.894 A

D 156 39 370 156 50 0.0 0.4 6.848 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 118 29 513 117 119 0.1 0.1 3.895 A

B 466 117 29 465 602 0.6 0.8 6.673 A

C 370 92 140 370 354 0.4 0.3 3.078 A

D 183 46 449 183 61 0.4 0.3 7.564 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 154 38 618 154 148 0.1 0.2 4.186 A

B 576 144 34 572 738 0.8 1.4 7.538 A

C 446 111 165 446 441 0.3 0.4 3.330 A

D 227 57 540 226 71 0.3 0.6 8.851 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 140 35 611 140 149 0.2 0.1 4.163 A

B 567 142 28 572 724 1.4 0.9 7.682 A

C 446 111 160 449 441 0.4 0.3 3.314 A

D 213 53 546 214 62 0.6 0.5 9.401 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 115 29 491 114 128 0.1 0.1 3.897 A

B 466 117 26 463 579 0.9 1.0 6.632 A

C 362 90 143 362 346 0.3 0.3 2.969 A

D 174 43 447 173 58 0.5 0.4 7.832 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 93 23 409 93 101 0.1 0.1 3.604 A

B 403 101 22 402 480 1.0 0.6 6.185 A

C 291 73 110 291 314 0.3 0.2 2.848 A

D 149 37 359 151 42 0.4 0.2 7.068 A

14



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 93 1090 0.085 93 0.0 0.1 3.496 A

Exit 1 1 100 100 0.0 0.0 0.000 A

BEntry

11 C 272 851 0.320 273 0.0 0.5 6.071 A

2 A,D,B 113 851 0.133 112 0.0 0.2 5.278 A

2 1 (A,C,D,B) 385 385 0.0 0.0 0.049 A

Exit 1 1 495 495 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 306 1580 0.194 305 0.0 0.4 2.894 A

Exit 1 1 295 295 0.0 0.0 0.000 A

DEntry

11 A,B 141 660 0.214 141 0.0 0.3 5.461 A

2 C,D 14 660 0.022 14 0.0 0.0 5.098 A

2 1 (A,C,D,B) 156 156 0.0 0.1 1.416 A

Exit 1 1 50 50 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 118 1043 0.113 117 0.1 0.1 3.895 A

Exit 1 1 119 119 0.0 0.0 0.000 A

BEntry

11 C 329 849 0.388 328 0.5 0.6 6.862 A

2 A,D,B 136 849 0.160 137 0.2 0.1 5.327 A

2 1 (A,C,D,B) 466 466 0.0 0.0 0.239 A

Exit 1 1 602 602 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 370 1564 0.236 370 0.4 0.3 3.078 A

Exit 1 1 354 354 0.0 0.0 0.000 A

DEntry

11 A,B 165 636 0.260 166 0.3 0.2 5.838 A

2 C,D 17 636 0.027 18 0.0 0.0 5.602 A

2 1 (A,C,D,B) 183 183 0.1 0.0 1.753 A

Exit 1 1 61 61 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 154 986 0.156 154 0.1 0.2 4.186 A

Exit 1 1 148 148 0.0 0.0 0.000 A

BEntry

11 C 413 848 0.487 411 0.6 1.0 7.662 A

2 A,D,B 162 848 0.191 162 0.1 0.2 5.352 A

2 1 (A,C,D,B) 576 574 0.0 0.2 0.505 A

Exit 1 1 738 738 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 446 1548 0.288 446 0.3 0.4 3.330 A

Exit 1 1 441 441 0.0 0.0 0.000 A

DEntry

11 A,B 206 608 0.339 206 0.2 0.3 6.106 A

2 C,D 20 608 0.033 20 0.0 0.0 6.031 A

2 1 (A,C,D,B) 227 226 0.0 0.2 2.748 A

Exit 1 1 71 71 0.0 0.0 0.000 A

15

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 140 989 0.142 140 0.2 0.1 4.163 A

Exit 1 1 149 149 0.0 0.0 0.000 A

BEntry

11 C 410 850 0.483 415 1.0 0.7 7.882 A

2 A,D,B 157 850 0.185 157 0.2 0.2 5.500 A

2 1 (A,C,D,B) 567 567 0.2 0.1 0.451 A

Exit 1 1 724 724 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 446 1551 0.287 449 0.4 0.3 3.314 A

Exit 1 1 441 441 0.0 0.0 0.000 A

DEntry

11 A,B 197 606 0.325 197 0.3 0.3 6.203 A

2 C,D 17 606 0.028 17 0.0 0.1 5.737 A

2 1 (A,C,D,B) 213 214 0.2 0.1 3.236 A

Exit 1 1 62 62 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 115 1055 0.109 114 0.1 0.1 3.897 A

Exit 1 1 128 128 0.0 0.0 0.000 A

BEntry

11 C 325 850 0.382 323 0.7 0.7 6.941 A

2 A,D,B 141 850 0.165 140 0.2 0.3 5.229 A

2 1 (A,C,D,B) 466 465 0.1 0.1 0.162 A

Exit 1 1 579 579 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 362 1562 0.232 362 0.3 0.3 2.969 A

Exit 1 1 346 346 0.0 0.0 0.000 A

DEntry

11 A,B 156 637 0.246 156 0.3 0.2 5.936 A

2 C,D 16 637 0.025 16 0.1 0.0 5.473 A

2 1 (A,C,D,B) 174 172 0.1 0.1 1.948 A

Exit 1 1 58 58 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 93 1100 0.085 93 0.1 0.1 3.604 A

Exit 1 1 101 101 0.0 0.0 0.000 A

BEntry

11 C 296 852 0.347 296 0.7 0.5 6.480 A

2 A,D,B 107 852 0.126 107 0.3 0.2 4.953 A

2 1 (A,C,D,B) 403 403 0.1 0.0 0.113 A

Exit 1 1 480 480 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 291 1584 0.184 291 0.3 0.2 2.848 A

Exit 1 1 314 314 0.0 0.0 0.000 A

DEntry

11 A,B 137 664 0.207 138 0.2 0.2 5.606 A

2 C,D 13 664 0.020 13 0.0 0.0 5.561 A

2 1 (A,C,D,B) 149 150 0.1 0.0 1.466 A

Exit 1 1 42 42 0.0 0.0 0.000 A

16

Longwood Drive_ASDA Roundabout - 2016Dev, AMData Errors and WarningsSeverity Area Item Description




Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D3 2016 Dev AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 131 100.000

B ONE HOUR ü 765 100.000

C ONE HOUR ü 189 100.000

D ONE HOUR ü 58 100.000


To

From

A B C D

A 0 116 12 3

B 120 2 520 123

C 10 167 0 12

D 3 50 5 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.16 0.00 0.68 0.16

C 0.05 0.88 0.00 0.06

D 0.05 0.86 0.09 0.00

17


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 2 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.020 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 99 99

B 576 576

C 142 142

D 44 44

08:00-08:15

A 118 118

B 688 688

C 170 170

D 52 52

08:15-08:30

A 144 144

B 842 842

C 208 208

D 64 64

08:30-08:45

A 144 144

B 842 842

C 208 208

D 64 64

08:45-09:00

A 118 118

B 688 688

C 170 170

D 52 52

09:00-09:15

A 99 99

B 576 576

C 142 142

D 44 44

Results





A 3.47 0.1 A 120 181

B 12.05 2.8 B 703 1055

C 2.89 0.2 A 172 258

D 6.73 0.1 A 55 82

18


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 99 25 164 99 102 0.0 0.1 3.126 A

B 578 145 14 578 248 0.0 1.1 7.099 A

C 139 35 187 138 406 0.0 0.1 2.574 A

D 42 10 224 42 102 0.0 0.1 6.068 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 118 30 206 118 119 0.1 0.1 3.301 A

B 693 173 18 693 307 1.1 1.7 8.494 A

C 172 43 223 171 487 0.1 0.1 2.740 A

D 55 14 270 55 125 0.1 0.1 6.379 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 144 36 255 144 147 0.1 0.1 3.471 A

B 845 211 20 851 378 1.7 2.8 12.045 B

C 211 53 274 211 597 0.1 0.2 2.868 A

D 68 17 333 69 152 0.1 0.1 6.734 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 145 36 249 145 144 0.1 0.1 3.446 A

B 841 210 23 838 371 2.8 2.8 11.559 B

C 208 52 273 207 588 0.2 0.2 2.890 A

D 66 17 327 66 153 0.1 0.1 6.525 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 120 30 198 120 121 0.1 0.1 3.315 A

B 684 171 17 684 300 2.8 1.7 8.717 A

C 167 42 224 167 477 0.2 0.2 2.762 A

D 53 13 266 53 124 0.1 0.1 6.450 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 96 24 165 96 100 0.1 0.1 3.176 A

B 578 144 16 580 245 1.7 1.1 7.275 A

C 137 34 189 138 406 0.2 0.1 2.623 A

D 44 11 221 44 106 0.1 0.1 6.197 A

19



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 99 1234 0.080 99 0.0 0.1 3.126 A

Exit 1 1 102 102 0.0 0.0 0.000 A

BEntry

11 C 392 854 0.459 393 0.0 0.7 7.392 A

2 A,D,B 186 854 0.218 185 0.0 0.3 5.540 A

2 1 (A,C,D,B) 578 578 0.0 0.0 0.296 A

Exit 1 1 248 248 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 139 1534 0.091 138 0.0 0.1 2.574 A

Exit 1 1 406 406 0.0 0.0 0.000 A

DEntry

11 A,B 38 705 0.054 38 0.0 0.1 5.837 A

2 C,D 4 705 0.005 4 0.0 0.0 4.755 A

2 1 (A,C,D,B) 42 42 0.0 0.0 0.335 A

Exit 1 1 102 102 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 118 1211 0.098 118 0.1 0.1 3.301 A

Exit 1 1 119 119 0.0 0.0 0.000 A

BEntry

11 C 473 853 0.554 472 0.7 1.2 8.444 A

2 A,D,B 219 853 0.257 220 0.3 0.3 6.022 A

2 1 (A,C,D,B) 693 693 0.0 0.2 0.805 A

Exit 1 1 307 307 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 172 1510 0.114 171 0.1 0.1 2.740 A

Exit 1 1 487 487 0.0 0.0 0.000 A

DEntry

11 A,B 51 691 0.074 51 0.1 0.1 5.995 A

2 C,D 4 691 0.006 4 0.0 0.0 5.142 A

2 1 (A,C,D,B) 55 55 0.0 0.0 0.466 A

Exit 1 1 125 125 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 144 1185 0.122 144 0.1 0.1 3.471 A

Exit 1 1 147 147 0.0 0.0 0.000 A

BEntry

11 C 578 852 0.679 580 1.2 1.7 10.277 B

2 A,D,B 272 852 0.319 271 0.3 0.6 6.509 A

2 1 (A,C,D,B) 845 850 0.2 0.5 2.958 A

Exit 1 1 378 378 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 211 1478 0.143 211 0.1 0.2 2.868 A

Exit 1 1 597 597 0.0 0.0 0.000 A

DEntry

11 A,B 63 672 0.094 64 0.1 0.1 6.142 A

2 C,D 5 672 0.008 5 0.0 0.0 5.556 A

2 1 (A,C,D,B) 68 68 0.0 0.0 0.642 A

Exit 1 1 152 152 0.0 0.0 0.000 A

20

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 145 1187 0.122 145 0.1 0.1 3.446 A

Exit 1 1 144 144 0.0 0.0 0.000 A

BEntry

11 C 569 851 0.668 569 1.7 1.5 10.180 B

2 A,D,B 271 851 0.318 269 0.6 0.6 6.304 A

2 1 (A,C,D,B) 841 839 0.5 0.7 2.598 A

Exit 1 1 371 371 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 208 1479 0.140 207 0.2 0.2 2.890 A

Exit 1 1 588 588 0.0 0.0 0.000 A

DEntry

11 A,B 60 674 0.089 60 0.1 0.1 6.087 A

2 C,D 6 674 0.009 6 0.0 0.0 4.961 A

2 1 (A,C,D,B) 66 66 0.0 0.0 0.544 A

Exit 1 1 153 153 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 120 1216 0.099 120 0.1 0.1 3.315 A

Exit 1 1 121 121 0.0 0.0 0.000 A

BEntry

11 C 463 853 0.543 463 1.5 1.2 8.693 A

2 A,D,B 221 853 0.258 221 0.6 0.4 5.788 A

2 1 (A,C,D,B) 684 684 0.7 0.1 0.959 A

Exit 1 1 300 300 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 167 1510 0.111 167 0.2 0.2 2.762 A

Exit 1 1 477 477 0.0 0.0 0.000 A

DEntry

11 A,B 49 692 0.070 48 0.1 0.1 6.046 A

2 C,D 4 692 0.006 4 0.0 0.0 5.253 A

2 1 (A,C,D,B) 53 53 0.0 0.0 0.491 A

Exit 1 1 124 124 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 96 1234 0.078 96 0.1 0.1 3.176 A

Exit 1 1 100 100 0.0 0.0 0.000 A

BEntry

11 C 391 854 0.458 393 1.2 0.7 7.528 A

2 A,D,B 187 854 0.219 187 0.4 0.3 5.502 A

2 1 (A,C,D,B) 578 578 0.1 0.1 0.398 A

Exit 1 1 245 245 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 137 1533 0.090 138 0.2 0.1 2.623 A

Exit 1 1 406 406 0.0 0.0 0.000 A

DEntry

11 A,B 40 706 0.057 40 0.1 0.1 5.978 A

2 C,D 4 706 0.006 4 0.0 0.0 4.916 A

2 1 (A,C,D,B) 44 44 0.0 0.0 0.328 A

Exit 1 1 106 106 0.0 0.0 0.000 A

21

Longwood Drive_ASDA Roundabout - 2016Dev, PMData Errors and WarningsSeverity Area Item Description




Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D4 2016 Dev PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 129 100.000

B ONE HOUR ü 528 100.000

C ONE HOUR ü 687 100.000

D ONE HOUR ü 197 100.000


To

From

A B C D

A 0 117 9 3

B 93 0 381 54

C 35 647 0 5

D 8 172 17 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.18 0.00 0.72 0.10

C 0.05 0.94 0.00 0.01

D 0.04 0.87 0.09 0.00

22


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 97 97

B 398 398

C 517 517

D 148 148

16:30-16:45

A 116 116

B 475 475

C 618 618

D 177 177

16:45-17:00

A 142 142

B 581 581

C 756 756

D 217 217

17:00-17:15

A 142 142

B 581 581

C 756 756

D 217 217

17:15-17:30

A 116 116

B 475 475

C 618 618

D 177 177

17:30-17:45

A 97 97

B 398 398

C 517 517

D 148 148

Results





A 5.63 0.3 A 123 184

B 8.70 1.6 A 486 729

C 4.54 1.1 A 631 947

D 11.75 0.9 B 182 273

23


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 103 26 628 103 104 0.0 0.1 3.724 A

B 401 100 25 401 706 0.0 0.8 5.970 A

C 515 129 118 518 308 0.0 0.3 3.333 A

D 144 36 586 145 50 0.0 0.3 7.494 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 123 31 754 124 131 0.1 0.1 4.566 A

B 479 120 27 478 850 0.8 1.0 6.721 A

C 615 154 141 613 365 0.3 0.7 3.698 A

D 183 46 701 184 53 0.3 0.5 9.167 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 150 38 913 151 144 0.1 0.2 5.381 A

B 575 144 31 576 1033 1.0 1.6 8.043 A

C 750 187 157 748 450 0.7 0.9 4.538 A

D 215 54 842 215 63 0.5 0.8 11.754 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 144 36 924 144 145 0.2 0.3 5.627 A

B 582 146 34 583 1034 1.6 1.4 8.696 A

C 756 189 157 755 459 0.9 1.1 4.482 A

D 224 56 847 222 66 0.8 0.9 11.695 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 118 29 746 118 129 0.3 0.2 4.584 A

B 488 122 26 487 838 1.4 0.9 6.547 A

C 620 155 143 619 370 1.1 0.8 3.775 A

D 172 43 703 172 59 0.9 0.4 9.790 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 97 24 646 97 98 0.2 0.2 4.193 A

B 392 98 20 392 723 0.9 0.7 6.184 A

C 531 133 106 533 306 0.8 0.3 3.408 A

D 152 38 592 152 47 0.4 0.3 8.034 A

24



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 103 980 0.105 103 0.0 0.1 3.724 A

Exit 1 1 104 104 0.0 0.0 0.000 A

BEntry

11 C 286 851 0.336 285 0.0 0.6 6.157 A

2 A,D,B 114 851 0.134 116 0.0 0.1 5.265 A

2 1 (A,C,D,B) 401 400 0.0 0.1 0.055 A

Exit 1 1 706 706 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 515 1578 0.326 518 0.0 0.3 3.333 A

Exit 1 1 308 308 0.0 0.0 0.000 A

DEntry

11 A,B 130 594 0.219 131 0.0 0.2 5.983 A

2 C,D 14 594 0.023 14 0.0 0.0 5.778 A

2 1 (A,C,D,B) 144 144 0.0 0.0 1.527 A

Exit 1 1 50 50 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 123 911 0.135 124 0.1 0.1 4.566 A

Exit 1 1 131 131 0.0 0.0 0.000 A

BEntry

11 C 341 850 0.402 340 0.6 0.7 6.957 A

2 A,D,B 137 850 0.161 138 0.1 0.2 5.316 A

2 1 (A,C,D,B) 479 479 0.1 0.1 0.202 A

Exit 1 1 850 850 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 615 1564 0.393 613 0.3 0.7 3.698 A

Exit 1 1 365 365 0.0 0.0 0.000 A

DEntry

11 A,B 167 559 0.300 167 0.2 0.3 6.629 A

2 C,D 16 559 0.029 16 0.0 0.0 6.623 A

2 1 (A,C,D,B) 183 184 0.0 0.1 2.537 A

Exit 1 1 53 53 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 150 824 0.182 151 0.1 0.2 5.381 A

Exit 1 1 144 144 0.0 0.0 0.000 A

BEntry

11 C 420 849 0.495 421 0.7 1.0 8.035 A

2 A,D,B 155 849 0.183 154 0.2 0.4 5.762 A

2 1 (A,C,D,B) 575 575 0.1 0.2 0.622 A

Exit 1 1 1033 1033 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 750 1553 0.483 748 0.7 0.9 4.538 A

Exit 1 1 450 450 0.0 0.0 0.000 A

DEntry

11 A,B 194 515 0.377 195 0.3 0.4 7.181 A

2 C,D 20 515 0.038 20 0.0 0.1 7.533 A

2 1 (A,C,D,B) 215 214 0.1 0.3 4.522 A

Exit 1 1 63 63 0.0 0.0 0.000 A

25

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 144 818 0.176 144 0.2 0.3 5.627 A

Exit 1 1 145 145 0.0 0.0 0.000 A

BEntry

11 C 428 848 0.504 430 1.0 1.0 8.514 A

2 A,D,B 153 848 0.181 153 0.4 0.2 5.561 A

2 1 (A,C,D,B) 582 581 0.2 0.2 0.953 A

Exit 1 1 1034 1034 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 756 1553 0.487 755 0.9 1.1 4.482 A

Exit 1 1 459 459 0.0 0.0 0.000 A

DEntry

11 A,B 201 513 0.392 201 0.4 0.3 7.129 A

2 C,D 20 513 0.039 20 0.1 0.1 6.735 A

2 1 (A,C,D,B) 224 221 0.3 0.5 4.621 A

Exit 1 1 66 66 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 118 915 0.129 118 0.3 0.2 4.584 A

Exit 1 1 129 129 0.0 0.0 0.000 A

BEntry

11 C 348 850 0.410 346 1.0 0.7 6.854 A

2 A,D,B 140 850 0.164 141 0.2 0.1 5.213 A

2 1 (A,C,D,B) 488 488 0.2 0.0 0.149 A

Exit 1 1 838 838 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 620 1562 0.397 619 1.1 0.8 3.775 A

Exit 1 1 370 370 0.0 0.0 0.000 A

DEntry

11 A,B 157 558 0.281 157 0.3 0.2 6.885 A

2 C,D 15 558 0.026 14 0.1 0.0 6.568 A

2 1 (A,C,D,B) 172 171 0.5 0.1 2.942 A

Exit 1 1 59 59 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 97 970 0.100 97 0.2 0.2 4.193 A

Exit 1 1 98 98 0.0 0.0 0.000 A

BEntry

11 C 288 852 0.338 288 0.7 0.6 6.481 A

2 A,D,B 103 852 0.121 104 0.1 0.1 4.972 A

2 1 (A,C,D,B) 392 391 0.0 0.0 0.111 A

Exit 1 1 723 723 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 531 1586 0.335 533 0.8 0.3 3.408 A

Exit 1 1 306 306 0.0 0.0 0.000 A

DEntry

11 A,B 140 592 0.236 140 0.2 0.3 6.251 A

2 C,D 12 592 0.019 12 0.0 0.0 5.438 A

2 1 (A,C,D,B) 152 152 0.1 0.1 1.848 A

Exit 1 1 47 47 0.0 0.0 0.000 A

26

Longwood Drive_ASDA Roundabout - 2016Sen (+20% Dev), AMData Errors and WarningsSeverity Area Item Description




Junction Network


1 untitled Standard Roundabout A,B,C,D 11.64 B


Left Normal/unknown

Traffic Demand

Demand Set DetailsID Scenario name Time Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 131 100.000

B ONE HOUR ü 817 100.000

C ONE HOUR ü 194 100.000

D ONE HOUR ü 58 100.000


To

From

A B C D

A 0 116 12 3

B 120 2 572 123

C 10 172 0 12

D 3 50 5 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.15 0.00 0.70 0.15

C 0.05 0.89 0.00 0.06

D 0.05 0.86 0.09 0.00

27


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 2 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.020 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 99 99

B 615 615

C 146 146

D 44 44

08:00-08:15

A 118 118

B 734 734

C 174 174

D 52 52

08:15-08:30

A 144 144

B 900 900

C 214 214

D 64 64

08:30-08:45

A 144 144

B 900 900

C 214 214

D 64 64

08:45-09:00

A 118 118

B 734 734

C 174 174

D 52 52

09:00-09:15

A 99 99

B 615 615

C 146 146

D 44 44

Results





A 3.46 0.1 A 121 181

B 15.39 4.1 C 744 1116

C 2.89 0.2 A 178 267

D 6.82 0.1 A 51 76

28


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 102 25 166 101 99 0.0 0.1 3.119 A

B 598 149 16 597 251 0.0 1.4 7.766 A

C 141 35 182 140 430 0.0 0.2 2.603 A

D 43 11 221 43 101 0.0 0.1 6.017 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 118 29 206 118 125 0.1 0.1 3.331 A

B 719 180 17 718 308 1.4 2.0 10.278 B

C 176 44 222 176 513 0.2 0.2 2.764 A

D 49 12 282 49 116 0.1 0.1 6.327 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 147 37 247 147 148 0.1 0.1 3.377 A

B 897 224 22 895 372 2.0 3.6 14.558 B

C 211 53 268 211 649 0.2 0.2 2.891 A

D 63 16 332 63 147 0.1 0.1 6.816 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 142 35 258 143 145 0.1 0.1 3.465 A

B 896 224 22 894 379 3.6 4.1 15.387 C

C 219 55 268 220 649 0.2 0.1 2.854 A

D 63 16 339 63 148 0.1 0.1 6.463 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 116 29 199 115 124 0.1 0.1 3.160 A

B 743 186 16 744 298 4.1 1.9 10.269 B

C 175 44 230 175 531 0.1 0.1 2.709 A

D 45 11 278 45 127 0.1 0.1 6.416 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 102 25 166 102 103 0.1 0.1 3.258 A

B 613 153 14 615 254 1.9 1.3 8.111 A

C 144 36 191 144 438 0.1 0.1 2.674 A

D 41 10 228 41 107 0.1 0.1 6.365 A

29



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 102 1233 0.082 101 0.0 0.1 3.119 A

Exit 1 1 99 99 0.0 0.0 0.000 A

BEntry

11 C 415 854 0.486 417 0.0 0.9 7.939 A

2 A,D,B 182 854 0.214 180 0.0 0.4 5.520 A

2 1 (A,C,D,B) 598 598 0.0 0.1 0.543 A

Exit 1 1 251 251 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 141 1537 0.091 140 0.0 0.2 2.603 A

Exit 1 1 430 430 0.0 0.0 0.000 A

DEntry

11 A,B 38 706 0.054 39 0.0 0.1 5.793 A

2 C,D 5 706 0.007 5 0.0 0.0 4.963 A

2 1 (A,C,D,B) 43 43 0.0 0.0 0.305 A

Exit 1 1 101 101 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 118 1211 0.097 118 0.1 0.1 3.331 A

Exit 1 1 125 125 0.0 0.0 0.000 A

BEntry

11 C 500 853 0.586 499 0.9 1.3 9.518 A

2 A,D,B 219 853 0.257 219 0.4 0.3 5.784 A

2 1 (A,C,D,B) 719 719 0.1 0.3 1.841 A

Exit 1 1 308 308 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 176 1511 0.117 176 0.2 0.2 2.764 A

Exit 1 1 513 513 0.0 0.0 0.000 A

DEntry

11 A,B 45 688 0.065 45 0.1 0.1 6.015 A

2 C,D 4 688 0.006 4 0.0 0.0 5.824 A

2 1 (A,C,D,B) 49 49 0.0 0.0 0.329 A

Exit 1 1 116 116 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 147 1189 0.124 147 0.1 0.1 3.377 A

Exit 1 1 148 148 0.0 0.0 0.000 A

BEntry

11 C 632 852 0.743 630 1.3 2.1 11.164 B

2 A,D,B 265 852 0.312 265 0.3 0.5 6.465 A

2 1 (A,C,D,B) 897 898 0.3 1.1 4.776 A

Exit 1 1 372 372 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 211 1482 0.142 211 0.2 0.2 2.891 A

Exit 1 1 649 649 0.0 0.0 0.000 A

DEntry

11 A,B 57 672 0.084 57 0.1 0.1 6.204 A

2 C,D 6 672 0.009 6 0.0 0.0 5.710 A

2 1 (A,C,D,B) 63 63 0.0 0.0 0.666 A

Exit 1 1 147 147 0.0 0.0 0.000 A

30

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 142 1183 0.120 143 0.1 0.1 3.465 A

Exit 1 1 145 145 0.0 0.0 0.000 A

BEntry

11 C 633 852 0.743 631 2.1 2.2 11.500 B

2 A,D,B 264 852 0.310 264 0.5 0.4 6.718 A

2 1 (A,C,D,B) 896 897 1.1 1.4 5.294 A

Exit 1 1 379 379 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 219 1482 0.148 220 0.2 0.1 2.854 A

Exit 1 1 649 649 0.0 0.0 0.000 A

DEntry

11 A,B 58 670 0.086 58 0.1 0.1 6.021 A

2 C,D 5 670 0.008 5 0.0 0.0 4.920 A

2 1 (A,C,D,B) 63 63 0.0 0.0 0.548 A

Exit 1 1 148 148 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 116 1215 0.095 115 0.1 0.1 3.160 A

Exit 1 1 124 124 0.0 0.0 0.000 A

BEntry

11 C 517 854 0.606 517 2.2 1.4 9.525 A

2 A,D,B 225 854 0.264 227 0.4 0.3 5.928 A

2 1 (A,C,D,B) 743 742 1.4 0.3 1.847 A

Exit 1 1 298 298 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 175 1506 0.116 175 0.1 0.1 2.709 A

Exit 1 1 531 531 0.0 0.0 0.000 A

DEntry

11 A,B 41 689 0.060 42 0.1 0.1 5.920 A

2 C,D 3 689 0.005 3 0.0 0.0 5.304 A

2 1 (A,C,D,B) 45 45 0.0 0.0 0.552 A

Exit 1 1 127 127 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 102 1233 0.083 102 0.1 0.1 3.258 A

Exit 1 1 103 103 0.0 0.0 0.000 A

BEntry

11 C 425 854 0.497 426 1.4 0.9 8.224 A

2 A,D,B 189 854 0.221 189 0.3 0.3 5.775 A

2 1 (A,C,D,B) 613 613 0.3 0.1 0.639 A

Exit 1 1 254 254 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 144 1531 0.094 144 0.1 0.1 2.674 A

Exit 1 1 438 438 0.0 0.0 0.000 A

DEntry

11 A,B 38 704 0.053 37 0.1 0.1 6.134 A

2 C,D 4 704 0.005 4 0.0 0.0 4.990 A

2 1 (A,C,D,B) 41 41 0.0 0.0 0.345 A

Exit 1 1 107 107 0.0 0.0 0.000 A

31

Longwood Drive_ASDA Roundabout - 2016Sen (+20% Dev), PMData Errors and WarningsSeverity Area Item Description




Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 129 100.000

B ONE HOUR ü 530 100.000

C ONE HOUR ü 744 100.000

D ONE HOUR ü 197 100.000


To

From

A B C D

A 0 117 9 3

B 93 0 383 54

C 35 704 0 5

D 8 172 17 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.18 0.00 0.72 0.10

C 0.05 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

32


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 97 97

B 399 399

C 560 560

D 148 148

16:30-16:45

A 116 116

B 476 476

C 669 669

D 177 177

16:45-17:00

A 142 142

B 584 584

C 819 819

D 217 217

17:00-17:15

A 142 142

B 584 584

C 819 819

D 217 217

17:15-17:30

A 116 116

B 476 476

C 669 669

D 177 177

17:30-17:45

A 97 97

B 399 399

C 560 560

D 148 148

Results





A 5.72 0.2 A 117 176

B 7.94 1.2 A 487 730

C 5.16 1.3 A 680 1021

D 12.69 0.8 B 179 269

33


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 98 24 652 98 106 0.0 0.1 3.955 A

B 401 100 23 402 727 0.0 0.5 6.138 A

C 536 134 114 536 310 0.0 0.5 3.449 A

D 153 38 606 152 44 0.0 0.3 7.785 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 112 28 798 111 121 0.1 0.2 4.671 A

B 476 119 29 475 881 0.5 0.9 6.470 A

C 667 167 132 666 371 0.5 0.9 3.899 A

D 170 43 745 174 53 0.3 0.2 8.898 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 141 35 997 140 151 0.2 0.2 5.717 A

B 596 149 31 599 1106 0.9 1.2 7.938 A

C 837 209 170 836 460 0.9 1.3 5.164 A

D 214 54 935 213 72 0.2 0.7 12.377 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 139 35 981 139 147 0.2 0.2 5.630 A

B 580 145 31 583 1088 1.2 0.9 7.780 A

C 814 204 167 814 447 1.3 1.0 4.748 A

D 219 55 909 219 72 0.7 0.8 12.687 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 117 29 799 117 120 0.2 0.1 4.755 A

B 472 118 28 473 889 0.9 0.8 6.842 A

C 671 168 135 672 367 1.0 0.7 3.937 A

D 173 43 747 172 59 0.8 0.5 10.073 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 98 24 668 98 101 0.1 0.1 4.165 A

B 396 99 23 397 743 0.8 0.7 5.934 A

C 558 139 110 557 310 0.7 0.6 3.591 A

D 148 37 621 148 46 0.5 0.5 8.438 A

34



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 98 967 0.101 98 0.0 0.1 3.955 A

Exit 1 1 106 106 0.0 0.0 0.000 A

BEntry

11 C 290 851 0.340 290 0.0 0.4 6.357 A

2 A,D,B 111 851 0.130 112 0.0 0.1 5.143 A

2 1 (A,C,D,B) 401 401 0.0 0.0 0.111 A

Exit 1 1 727 727 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 536 1581 0.339 536 0.0 0.5 3.449 A

Exit 1 1 310 310 0.0 0.0 0.000 A

DEntry

11 A,B 139 588 0.237 140 0.0 0.2 6.092 A

2 C,D 13 588 0.022 13 0.0 0.0 5.985 A

2 1 (A,C,D,B) 153 152 0.0 0.1 1.700 A

Exit 1 1 44 44 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 112 887 0.126 111 0.1 0.2 4.671 A

Exit 1 1 121 121 0.0 0.0 0.000 A

BEntry

11 C 346 850 0.407 346 0.4 0.6 6.757 A

2 A,D,B 130 850 0.154 129 0.1 0.3 5.002 A

2 1 (A,C,D,B) 476 476 0.0 0.0 0.174 A

Exit 1 1 881 881 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 667 1570 0.425 666 0.5 0.9 3.899 A

Exit 1 1 371 371 0.0 0.0 0.000 A

DEntry

11 A,B 154 545 0.282 156 0.2 0.2 6.679 A

2 C,D 18 545 0.033 18 0.0 0.0 6.475 A

2 1 (A,C,D,B) 170 172 0.1 0.1 2.243 A

Exit 1 1 53 53 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 141 777 0.181 140 0.2 0.2 5.717 A

Exit 1 1 151 151 0.0 0.0 0.000 A

BEntry

11 C 431 849 0.508 432 0.6 0.9 7.952 A

2 A,D,B 168 849 0.197 167 0.3 0.2 5.633 A

2 1 (A,C,D,B) 596 598 0.0 0.1 0.599 A

Exit 1 1 1106 1106 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 837 1545 0.542 836 0.9 1.3 5.164 A

Exit 1 1 460 460 0.0 0.0 0.000 A

DEntry

11 A,B 194 487 0.399 194 0.2 0.4 7.336 A

2 C,D 19 487 0.039 19 0.0 0.0 8.205 A

2 1 (A,C,D,B) 214 213 0.1 0.3 4.947 A

Exit 1 1 72 72 0.0 0.0 0.000 A

35

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 139 786 0.176 139 0.2 0.2 5.630 A

Exit 1 1 147 147 0.0 0.0 0.000 A

BEntry

11 C 417 849 0.491 419 0.9 0.7 7.847 A

2 A,D,B 164 849 0.193 164 0.2 0.2 5.426 A

2 1 (A,C,D,B) 580 581 0.1 0.0 0.590 A

Exit 1 1 1088 1088 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 814 1547 0.526 814 1.3 1.0 4.748 A

Exit 1 1 447 447 0.0 0.0 0.000 A

DEntry

11 A,B 198 495 0.401 198 0.4 0.4 7.572 A

2 C,D 21 495 0.042 21 0.0 0.0 6.705 A

2 1 (A,C,D,B) 219 219 0.3 0.3 5.203 A

Exit 1 1 72 72 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 117 886 0.132 117 0.2 0.1 4.755 A

Exit 1 1 120 120 0.0 0.0 0.000 A

BEntry

11 C 340 850 0.400 340 0.7 0.6 7.114 A

2 A,D,B 133 850 0.157 133 0.2 0.2 5.084 A

2 1 (A,C,D,B) 472 473 0.0 0.0 0.280 A

Exit 1 1 889 889 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 671 1568 0.428 672 1.0 0.7 3.937 A

Exit 1 1 367 367 0.0 0.0 0.000 A

DEntry

11 A,B 156 544 0.286 155 0.4 0.3 7.108 A

2 C,D 18 544 0.032 17 0.0 0.0 7.163 A

2 1 (A,C,D,B) 173 173 0.3 0.2 2.962 A

Exit 1 1 59 59 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 98 958 0.102 98 0.1 0.1 4.165 A

Exit 1 1 101 101 0.0 0.0 0.000 A

BEntry

11 C 288 851 0.339 289 0.6 0.5 6.089 A

2 A,D,B 108 851 0.127 108 0.2 0.2 5.185 A

2 1 (A,C,D,B) 396 396 0.0 0.0 0.088 A

Exit 1 1 743 743 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 558 1583 0.352 557 0.7 0.6 3.591 A

Exit 1 1 310 310 0.0 0.0 0.000 A

DEntry

11 A,B 135 583 0.231 133 0.3 0.4 6.470 A

2 C,D 14 583 0.025 15 0.0 0.0 6.863 A

2 1 (A,C,D,B) 148 149 0.2 0.1 1.925 A

Exit 1 1 46 46 0.0 0.0 0.000 A

36





Junction Network


1 untitled Standard Roundabout A,B,C,D 19.89 C


Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 131 100.000

B ONE HOUR ü 895 100.000

C ONE HOUR ü 202 100.000

D ONE HOUR ü 58 100.000


To

From

A B C D

A 0 116 12 3

B 120 2 650 123

C 10 180 0 12

D 3 50 5 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.13 0.00 0.73 0.14

C 0.05 0.89 0.00 0.06

D 0.05 0.86 0.09 0.00

37


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 2 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.020 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 99 99

B 674 674

C 152 152

D 44 44

08:00-08:15

A 118 118

B 805 805

C 182 182

D 52 52

08:15-08:30

A 144 144

B 985 985

C 222 222

D 64 64

08:30-08:45

A 144 144

B 985 985

C 222 222

D 64 64

08:45-09:00

A 118 118

B 805 805

C 182 182

D 52 52

09:00-09:15

A 99 99

B 674 674

C 152 152

D 44 44

Results





A 3.53 0.1 A 120 180

B 26.96 8.1 D 825 1237

C 2.90 0.2 A 186 279

D 6.66 0.1 A 53 80

38


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 96 24 180 96 98 0.0 0.1 3.154 A

B 684 171 15 684 262 0.0 1.9 9.099 A

C 154 38 187 154 512 0.0 0.1 2.646 A

D 43 11 234 44 106 0.0 0.1 6.111 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 121 30 215 121 120 0.1 0.1 3.311 A

B 806 202 19 801 317 1.9 3.2 12.244 B

C 182 45 225 182 594 0.1 0.1 2.778 A

D 53 13 282 53 125 0.1 0.1 6.055 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 141 35 260 142 145 0.1 0.1 3.522 A

B 990 247 22 988 379 3.2 7.4 23.759 C

C 223 56 267 223 743 0.1 0.2 2.891 A

D 64 16 341 64 149 0.1 0.1 6.637 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 142 36 256 143 145 0.1 0.1 3.532 A

B 985 246 22 978 377 7.4 8.1 26.963 D

C 220 55 271 220 730 0.2 0.2 2.899 A

D 62 15 340 61 151 0.1 0.1 6.664 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 119 30 212 119 121 0.1 0.1 3.374 A

B 811 203 19 812 312 8.1 2.6 15.902 C

C 182 46 225 182 606 0.2 0.1 2.734 A

D 53 13 280 52 127 0.1 0.1 6.560 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 101 25 183 101 101 0.1 0.1 3.262 A

B 673 168 16 674 269 2.6 1.7 9.129 A

C 155 39 189 155 501 0.1 0.1 2.667 A

D 45 11 239 45 105 0.1 0.1 6.096 A

39



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 96 1225 0.078 96 0.0 0.1 3.154 A

Exit 1 1 98 98 0.0 0.0 0.000 A

BEntry

11 C 499 854 0.584 500 0.0 1.2 8.857 A

2 A,D,B 185 854 0.216 184 0.0 0.3 5.577 A

2 1 (A,C,D,B) 684 684 0.0 0.3 1.102 A

Exit 1 1 262 262 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 154 1534 0.100 154 0.0 0.1 2.646 A

Exit 1 1 512 512 0.0 0.0 0.000 A

DEntry

11 A,B 39 702 0.056 40 0.0 0.1 5.749 A

2 C,D 4 702 0.005 4 0.0 0.0 5.050 A

2 1 (A,C,D,B) 43 43 0.0 0.0 0.424 A

Exit 1 1 106 106 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 121 1206 0.100 121 0.1 0.1 3.311 A

Exit 1 1 120 120 0.0 0.0 0.000 A

BEntry

11 C 582 853 0.682 578 1.2 1.9 10.453 B

2 A,D,B 222 853 0.260 222 0.3 0.4 5.912 A

2 1 (A,C,D,B) 806 804 0.3 0.9 3.018 A

Exit 1 1 317 317 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 182 1509 0.120 182 0.1 0.1 2.778 A

Exit 1 1 594 594 0.0 0.0 0.000 A

DEntry

11 A,B 48 687 0.070 48 0.1 0.1 5.677 A

2 C,D 5 687 0.007 5 0.0 0.0 5.713 A

2 1 (A,C,D,B) 53 53 0.0 0.0 0.380 A

Exit 1 1 125 125 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 141 1182 0.120 142 0.1 0.1 3.522 A

Exit 1 1 145 145 0.0 0.0 0.000 A

BEntry

11 C 722 851 0.848 724 1.9 2.6 13.128 B

2 A,D,B 264 851 0.310 264 0.4 0.5 6.673 A

2 1 (A,C,D,B) 990 987 0.9 4.3 12.333 B

Exit 1 1 379 379 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 223 1482 0.150 223 0.1 0.2 2.891 A

Exit 1 1 743 743 0.0 0.0 0.000 A

DEntry

11 A,B 58 669 0.086 58 0.1 0.1 6.128 A

2 C,D 6 669 0.009 6 0.0 0.0 5.583 A

2 1 (A,C,D,B) 64 64 0.0 0.0 0.565 A

Exit 1 1 149 149 0.0 0.0 0.000 A

40

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 142 1184 0.120 143 0.1 0.1 3.532 A

Exit 1 1 145 145 0.0 0.0 0.000 A

BEntry

11 C 712 852 0.837 711 2.6 2.7 13.221 B

2 A,D,B 267 852 0.314 267 0.5 0.5 6.738 A

2 1 (A,C,D,B) 985 980 4.3 4.9 15.455 C

Exit 1 1 377 377 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 220 1480 0.149 220 0.2 0.2 2.899 A

Exit 1 1 730 730 0.0 0.0 0.000 A

DEntry

11 A,B 56 670 0.083 56 0.1 0.1 6.164 A

2 C,D 6 670 0.009 6 0.0 0.0 5.467 A

2 1 (A,C,D,B) 62 62 0.0 0.0 0.568 A

Exit 1 1 151 151 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 119 1208 0.099 119 0.1 0.1 3.374 A

Exit 1 1 121 121 0.0 0.0 0.000 A

BEntry

11 C 589 853 0.690 590 2.7 1.5 11.019 B

2 A,D,B 222 853 0.260 222 0.5 0.3 6.318 A

2 1 (A,C,D,B) 811 811 4.9 0.7 6.250 A

Exit 1 1 312 312 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 182 1509 0.121 182 0.2 0.1 2.734 A

Exit 1 1 606 606 0.0 0.0 0.000 A

DEntry

11 A,B 48 688 0.070 48 0.1 0.1 6.123 A

2 C,D 5 688 0.007 5 0.0 0.0 5.462 A

2 1 (A,C,D,B) 53 53 0.0 0.0 0.498 A

Exit 1 1 127 127 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 101 1224 0.083 101 0.1 0.1 3.262 A

Exit 1 1 101 101 0.0 0.0 0.000 A

BEntry

11 C 487 854 0.571 488 1.5 1.2 8.876 A

2 A,D,B 186 854 0.218 186 0.3 0.3 5.525 A

2 1 (A,C,D,B) 673 674 0.7 0.2 1.208 A

Exit 1 1 269 269 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 155 1533 0.101 155 0.1 0.1 2.667 A

Exit 1 1 501 501 0.0 0.0 0.000 A

DEntry

11 A,B 41 701 0.058 40 0.1 0.1 5.800 A

2 C,D 4 701 0.006 4 0.0 0.0 5.031 A

2 1 (A,C,D,B) 45 45 0.0 0.0 0.376 A

Exit 1 1 105 105 0.0 0.0 0.000 A

41





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 129 100.000

B ONE HOUR ü 533 100.000

C ONE HOUR ü 830 100.000

D ONE HOUR ü 197 100.000


To

From

A B C D

A 0 117 9 3

B 93 0 386 54

C 35 790 0 5

D 8 172 17 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.72 0.10

C 0.04 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

42


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 97 97

B 401 401

C 625 625

D 148 148

16:30-16:45

A 116 116

B 479 479

C 746 746

D 177 177

16:45-17:00

A 142 142

B 587 587

C 914 914

D 217 217

17:00-17:15

A 142 142

B 587 587

C 914 914

D 217 217

17:15-17:30

A 116 116

B 479 479

C 746 746

D 177 177

17:30-17:45

A 97 97

B 401 401

C 625 625

D 148 148

Results





A 6.32 0.4 A 116 175

B 8.04 1.5 A 490 735

C 5.98 1.6 A 761 1141

D 14.88 0.8 B 179 269

43


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 91 23 734 91 99 0.0 0.1 4.025 A

B 405 101 19 402 806 0.0 0.9 6.159 A

C 618 154 113 622 308 0.0 0.5 3.669 A

D 147 37 687 146 49 0.0 0.4 8.182 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 117 29 872 116 117 0.1 0.2 5.006 A

B 472 118 22 470 966 0.9 1.0 6.659 A

C 737 184 131 738 361 0.5 1.0 4.355 A

D 177 44 814 175 56 0.4 0.5 10.124 B

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 142 36 1061 143 149 0.2 0.2 6.098 A

B 597 149 31 595 1173 1.0 1.5 7.931 A

C 901 225 169 896 457 1.0 1.6 5.662 A

D 214 53 994 216 72 0.5 0.8 14.335 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 145 36 1099 145 149 0.2 0.4 6.319 A

B 590 148 34 589 1210 1.5 1.4 8.035 A

C 933 233 163 939 459 1.6 1.4 5.982 A

D 210 52 1034 213 68 0.8 0.7 14.876 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 110 28 892 111 116 0.4 0.1 5.234 A

B 477 119 26 472 977 1.4 1.0 6.742 A

C 755 189 133 757 365 1.4 0.9 4.302 A

D 176 44 830 178 59 0.7 0.4 11.180 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 93 23 739 92 98 0.1 0.2 4.509 A

B 399 100 23 399 808 1.0 0.6 6.042 A

C 619 155 108 621 314 0.9 0.5 3.837 A

D 154 38 682 155 48 0.4 0.3 9.389 A

44



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 91 922 0.098 91 0.0 0.1 4.025 A

Exit 1 1 99 99 0.0 0.0 0.000 A

BEntry

11 C 291 853 0.342 290 0.0 0.6 6.355 A

2 A,D,B 113 853 0.132 112 0.0 0.3 5.242 A

2 1 (A,C,D,B) 405 404 0.0 0.1 0.087 A

Exit 1 1 806 806 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 618 1581 0.391 622 0.0 0.5 3.669 A

Exit 1 1 308 308 0.0 0.0 0.000 A

DEntry

11 A,B 136 563 0.241 135 0.0 0.3 6.340 A

2 C,D 11 563 0.020 11 0.0 0.0 6.252 A

2 1 (A,C,D,B) 147 147 0.0 0.1 1.846 A

Exit 1 1 49 49 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 117 846 0.138 116 0.1 0.2 5.006 A

Exit 1 1 117 117 0.0 0.0 0.000 A

BEntry

11 C 342 852 0.401 341 0.6 0.7 6.892 A

2 A,D,B 130 852 0.152 129 0.3 0.3 5.135 A

2 1 (A,C,D,B) 472 471 0.1 0.0 0.238 A

Exit 1 1 966 966 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 737 1570 0.470 738 0.5 1.0 4.355 A

Exit 1 1 361 361 0.0 0.0 0.000 A

DEntry

11 A,B 164 524 0.313 164 0.3 0.3 7.114 A

2 C,D 12 524 0.023 12 0.0 0.0 6.269 A

2 1 (A,C,D,B) 177 176 0.1 0.2 3.095 A

Exit 1 1 56 56 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 142 743 0.192 143 0.2 0.2 6.098 A

Exit 1 1 149 149 0.0 0.0 0.000 A

BEntry

11 C 430 849 0.506 429 0.7 1.1 7.945 A

2 A,D,B 166 849 0.196 166 0.3 0.3 5.456 A

2 1 (A,C,D,B) 597 596 0.0 0.1 0.657 A

Exit 1 1 1173 1173 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 901 1545 0.583 896 1.0 1.6 5.662 A

Exit 1 1 457 457 0.0 0.0 0.000 A

DEntry

11 A,B 198 468 0.423 198 0.3 0.5 8.110 A

2 C,D 17 468 0.037 18 0.0 0.0 7.733 A

2 1 (A,C,D,B) 214 215 0.2 0.3 6.254 A

Exit 1 1 72 72 0.0 0.0 0.000 A

45

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 145 722 0.201 145 0.2 0.4 6.319 A

Exit 1 1 149 149 0.0 0.0 0.000 A

BEntry

11 C 432 848 0.510 430 1.1 1.1 7.997 A

2 A,D,B 157 848 0.186 159 0.3 0.2 5.710 A

2 1 (A,C,D,B) 590 590 0.1 0.1 0.638 A

Exit 1 1 1210 1210 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 933 1549 0.602 939 1.6 1.4 5.982 A

Exit 1 1 459 459 0.0 0.0 0.000 A

DEntry

11 A,B 193 456 0.422 194 0.5 0.4 8.237 A

2 C,D 19 456 0.041 19 0.0 0.0 7.468 A

2 1 (A,C,D,B) 210 211 0.3 0.3 6.711 A

Exit 1 1 68 68 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 110 835 0.132 111 0.4 0.1 5.234 A

Exit 1 1 116 116 0.0 0.0 0.000 A

BEntry

11 C 344 850 0.404 341 1.1 0.7 7.048 A

2 A,D,B 133 850 0.156 131 0.2 0.2 5.254 A

2 1 (A,C,D,B) 477 476 0.1 0.1 0.181 A

Exit 1 1 977 977 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 755 1569 0.481 757 1.4 0.9 4.302 A

Exit 1 1 365 365 0.0 0.0 0.000 A

DEntry

11 A,B 163 519 0.313 164 0.4 0.3 7.514 A

2 C,D 15 519 0.028 15 0.0 0.0 7.154 A

2 1 (A,C,D,B) 176 177 0.3 0.1 3.709 A

Exit 1 1 59 59 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 93 919 0.102 92 0.1 0.2 4.509 A

Exit 1 1 98 98 0.0 0.0 0.000 A

BEntry

11 C 292 851 0.343 293 0.7 0.4 6.407 A

2 A,D,B 106 851 0.125 106 0.2 0.2 4.773 A

2 1 (A,C,D,B) 399 398 0.1 0.0 0.077 A

Exit 1 1 808 808 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 619 1584 0.391 621 0.9 0.5 3.837 A

Exit 1 1 314 314 0.0 0.0 0.000 A

DEntry

11 A,B 140 564 0.248 141 0.3 0.2 6.947 A

2 C,D 14 564 0.024 14 0.0 0.0 6.600 A

2 1 (A,C,D,B) 154 154 0.1 0.1 2.472 A

Exit 1 1 48 48 0.0 0.0 0.000 A

46





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 146 100.000

B ONE HOUR ü 564 100.000

C ONE HOUR ü 185 100.000

D ONE HOUR ü 65 100.000


To

From

A B C D

A 0 130 13 3

B 134 2 291 137

C 13 158 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.24 0.00 0.52 0.24

C 0.07 0.85 0.00 0.08

D 0.05 0.86 0.09 0.00

47


To

From

A B C D

A 0 1 0 0

B 1 0 0 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.000 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 425 425

C 139 139

D 49 49

08:00-08:15

A 131 131

B 507 507

C 166 166

D 58 58

08:15-08:30

A 161 161

B 621 621

C 204 204

D 72 72

08:30-08:45

A 161 161

B 621 621

C 204 204

D 72 72

08:45-09:00

A 131 131

B 507 507

C 166 166

D 58 58

09:00-09:15

A 110 110

B 425 425

C 139 139

D 49 49

Results





A 3.51 0.2 A 135 203

B 6.94 1.4 A 520 780

C 2.89 0.2 A 171 257

D 7.06 0.2 A 61 91

48


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 114 29 175 113 104 0.0 0.1 3.181 A

B 410 102 16 411 272 0.0 0.7 5.797 A

C 144 36 193 145 234 0.0 0.1 2.629 A

D 50 13 228 51 109 0.0 0.1 5.992 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 125 31 210 126 137 0.1 0.1 3.304 A

B 503 126 21 502 315 0.7 1.0 6.180 A

C 172 43 242 172 281 0.1 0.1 2.720 A

D 64 16 282 64 131 0.1 0.1 7.057 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 170 43 233 168 159 0.1 0.2 3.515 A

B 624 156 22 623 379 1.0 1.4 6.827 A

C 195 49 302 195 342 0.1 0.2 2.834 A

D 67 17 326 66 172 0.1 0.1 6.549 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 160 40 260 159 173 0.2 0.2 3.443 A

B 642 160 25 642 394 1.4 1.3 6.935 A

C 215 54 314 216 353 0.2 0.2 2.887 A

D 80 20 354 79 176 0.1 0.2 6.613 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 134 33 198 133 138 0.2 0.1 3.335 A

B 514 128 21 518 310 1.3 0.8 6.256 A

C 166 42 253 166 286 0.2 0.1 2.850 A

D 55 14 281 55 139 0.2 0.1 6.290 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 161 107 111 0.1 0.1 3.228 A

B 428 107 17 431 252 0.8 0.5 5.777 A

C 136 34 214 135 234 0.1 0.1 2.592 A

D 48 12 226 47 124 0.1 0.2 6.349 A

49



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 114 1228 0.093 113 0.0 0.1 3.181 A

Exit 1 1 104 104 0.0 0.0 0.000 A

BEntry

11 C 220 854 0.258 220 0.0 0.3 5.709 A

2 A,D,B 191 854 0.223 191 0.0 0.3 5.761 A

2 1 (A,C,D,B) 410 410 0.0 0.0 0.063 A

Exit 1 1 272 272 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 144 1530 0.094 145 0.0 0.1 2.629 A

Exit 1 1 234 234 0.0 0.0 0.000 A

DEntry

11 A,B 46 704 0.065 46 0.0 0.1 5.809 A

2 C,D 5 704 0.007 5 0.0 0.0 4.428 A

2 1 (A,C,D,B) 50 50 0.0 0.0 0.344 A

Exit 1 1 109 109 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 125 1209 0.104 126 0.1 0.1 3.304 A

Exit 1 1 137 137 0.0 0.0 0.000 A

BEntry

11 C 263 852 0.309 263 0.3 0.5 6.069 A

2 A,D,B 240 852 0.281 239 0.3 0.4 6.004 A

2 1 (A,C,D,B) 503 503 0.0 0.0 0.138 A

Exit 1 1 315 315 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 172 1498 0.115 172 0.1 0.1 2.720 A

Exit 1 1 281 281 0.0 0.0 0.000 A

DEntry

11 A,B 59 687 0.086 59 0.1 0.1 6.280 A

2 C,D 5 687 0.007 5 0.0 0.0 5.612 A

2 1 (A,C,D,B) 64 64 0.0 0.0 0.854 A

Exit 1 1 131 131 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 170 1197 0.142 168 0.1 0.2 3.515 A

Exit 1 1 159 159 0.0 0.0 0.000 A

BEntry

11 C 324 852 0.380 323 0.5 0.7 6.569 A

2 A,D,B 300 852 0.353 300 0.4 0.6 6.682 A

2 1 (A,C,D,B) 624 624 0.0 0.0 0.205 A

Exit 1 1 379 379 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 195 1460 0.133 195 0.1 0.2 2.834 A

Exit 1 1 342 342 0.0 0.0 0.000 A

DEntry

11 A,B 61 674 0.090 60 0.1 0.1 5.986 A

2 C,D 6 674 0.009 6 0.0 0.0 5.497 A

2 1 (A,C,D,B) 67 67 0.0 0.0 0.612 A

Exit 1 1 172 172 0.0 0.0 0.000 A

50

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 1182 0.135 159 0.2 0.2 3.443 A

Exit 1 1 173 173 0.0 0.0 0.000 A

BEntry

11 C 331 851 0.389 331 0.7 0.7 6.817 A

2 A,D,B 311 851 0.365 311 0.6 0.5 6.630 A

2 1 (A,C,D,B) 642 642 0.0 0.1 0.205 A

Exit 1 1 394 394 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 215 1452 0.148 216 0.2 0.2 2.887 A

Exit 1 1 353 353 0.0 0.0 0.000 A

DEntry

11 A,B 71 665 0.107 71 0.1 0.2 6.175 A

2 C,D 8 665 0.012 8 0.0 0.0 4.778 A

2 1 (A,C,D,B) 80 79 0.0 0.0 0.590 A

Exit 1 1 176 176 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 134 1216 0.110 133 0.2 0.1 3.335 A

Exit 1 1 138 138 0.0 0.0 0.000 A

BEntry

11 C 265 852 0.311 267 0.7 0.4 6.082 A

2 A,D,B 249 852 0.292 250 0.5 0.4 6.252 A

2 1 (A,C,D,B) 514 514 0.1 0.0 0.098 A

Exit 1 1 310 310 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 166 1491 0.111 166 0.2 0.1 2.850 A

Exit 1 1 286 286 0.0 0.0 0.000 A

DEntry

11 A,B 50 688 0.072 50 0.2 0.1 5.836 A

2 C,D 5 688 0.007 5 0.0 0.0 5.051 A

2 1 (A,C,D,B) 55 55 0.0 0.0 0.533 A

Exit 1 1 139 139 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 1236 0.087 107 0.1 0.1 3.228 A

Exit 1 1 111 111 0.0 0.0 0.000 A

BEntry

11 C 219 853 0.256 219 0.4 0.3 5.720 A

2 A,D,B 210 853 0.246 212 0.4 0.2 5.731 A

2 1 (A,C,D,B) 428 428 0.0 0.0 0.051 A

Exit 1 1 252 252 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 136 1516 0.090 135 0.1 0.1 2.592 A

Exit 1 1 234 234 0.0 0.0 0.000 A

DEntry

11 A,B 43 705 0.062 43 0.1 0.2 5.933 A

2 C,D 5 705 0.007 4 0.0 0.0 5.280 A

2 1 (A,C,D,B) 48 48 0.0 0.0 0.484 A

Exit 1 1 124 124 0.0 0.0 0.000 A

51





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 144 100.000

B ONE HOUR ü 580 100.000

C ONE HOUR ü 452 100.000

D ONE HOUR ü 220 100.000


To

From

A B C D

A 0 131 10 3

B 104 0 415 61

C 39 407 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.18 0.00 0.72 0.11

C 0.09 0.90 0.00 0.01

D 0.04 0.87 0.09 0.00

52


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 1 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.010 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 437 437

C 340 340

D 166 166

16:30-16:45

A 129 129

B 521 521

C 406 406

D 198 198

16:45-17:00

A 159 159

B 639 639

C 498 498

D 242 242

17:00-17:15

A 159 159

B 639 639

C 498 498

D 242 242

17:15-17:30

A 129 129

B 521 521

C 406 406

D 198 198

17:30-17:45

A 108 108

B 437 437

C 340 340

D 166 166

Results





A 4.68 0.2 A 132 199

B 9.15 1.9 A 535 802

C 3.53 0.5 A 412 618

D 10.14 0.7 B 200 300

53


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 105 26 472 105 118 0.0 0.1 3.452 A

B 436 109 24 432 553 0.0 0.8 6.143 A

C 348 87 131 348 325 0.0 0.3 2.953 A

D 164 41 425 164 53 0.0 0.3 7.305 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 132 33 538 133 132 0.1 0.1 3.975 A

B 520 130 29 520 642 0.8 1.1 7.192 A

C 389 97 147 389 401 0.3 0.4 3.050 A

D 197 49 472 198 64 0.3 0.5 8.156 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 160 40 681 159 167 0.1 0.2 4.676 A

B 649 162 37 643 804 1.1 1.9 8.273 A

C 493 123 192 492 488 0.4 0.5 3.425 A

D 244 61 604 244 81 0.5 0.7 10.144 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 160 40 673 160 178 0.2 0.2 4.584 A

B 644 161 36 647 797 1.9 1.5 9.146 A

C 496 124 190 501 492 0.5 0.4 3.527 A

D 237 59 611 240 80 0.7 0.6 10.107 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 128 32 560 128 134 0.2 0.1 4.279 A

B 528 132 29 525 658 1.5 1.2 7.061 A

C 408 102 155 409 399 0.4 0.3 3.159 A

D 196 49 498 195 66 0.6 0.5 8.636 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 109 27 462 109 116 0.1 0.1 3.791 A

B 431 108 23 428 548 1.2 0.8 6.371 A

C 337 84 122 335 329 0.3 0.3 2.908 A

D 161 40 411 166 46 0.5 0.2 7.579 A

54



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 105 1065 0.099 105 0.0 0.1 3.452 A

Exit 1 1 118 118 0.0 0.0 0.000 A

BEntry

11 C 306 851 0.359 304 0.0 0.5 6.353 A

2 A,D,B 130 851 0.153 128 0.0 0.3 5.174 A

2 1 (A,C,D,B) 436 436 0.0 0.0 0.110 A

Exit 1 1 553 553 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 348 1570 0.222 348 0.0 0.3 2.953 A

Exit 1 1 325 325 0.0 0.0 0.000 A

DEntry

11 A,B 151 643 0.235 151 0.0 0.2 5.623 A

2 C,D 13 643 0.020 13 0.0 0.0 5.527 A

2 1 (A,C,D,B) 164 164 0.0 0.1 1.691 A

Exit 1 1 53 53 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 132 1029 0.129 133 0.1 0.1 3.975 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 374 849 0.440 376 0.5 0.7 7.401 A

2 A,D,B 145 849 0.171 144 0.3 0.3 5.655 A

2 1 (A,C,D,B) 520 520 0.0 0.1 0.261 A

Exit 1 1 642 642 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 389 1560 0.250 389 0.3 0.4 3.050 A

Exit 1 1 401 401 0.0 0.0 0.000 A

DEntry

11 A,B 182 629 0.290 182 0.2 0.4 5.881 A

2 C,D 16 629 0.026 16 0.0 0.0 5.491 A

2 1 (A,C,D,B) 197 198 0.1 0.1 2.309 A

Exit 1 1 64 64 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 951 0.168 159 0.1 0.2 4.676 A

Exit 1 1 167 167 0.0 0.0 0.000 A

BEntry

11 C 459 847 0.542 456 0.7 1.3 8.295 A

2 A,D,B 186 847 0.220 188 0.3 0.2 5.811 A

2 1 (A,C,D,B) 649 645 0.1 0.4 0.647 A

Exit 1 1 804 804 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 493 1531 0.322 492 0.4 0.5 3.425 A

Exit 1 1 488 488 0.0 0.0 0.000 A

DEntry

11 A,B 222 588 0.378 223 0.4 0.4 6.410 A

2 C,D 22 588 0.037 22 0.0 0.0 5.810 A

2 1 (A,C,D,B) 244 244 0.1 0.3 3.784 A

Exit 1 1 81 81 0.0 0.0 0.000 A

55

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 955 0.168 160 0.2 0.2 4.584 A

Exit 1 1 178 178 0.0 0.0 0.000 A

BEntry

11 C 458 847 0.541 460 1.3 1.0 8.868 A

2 A,D,B 187 847 0.221 187 0.2 0.4 5.724 A

2 1 (A,C,D,B) 644 645 0.4 0.1 1.143 A

Exit 1 1 797 797 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 496 1532 0.324 501 0.5 0.4 3.527 A

Exit 1 1 492 492 0.0 0.0 0.000 A

DEntry

11 A,B 218 586 0.371 219 0.4 0.4 6.392 A

2 C,D 21 586 0.036 21 0.0 0.0 6.062 A

2 1 (A,C,D,B) 237 239 0.3 0.2 3.741 A

Exit 1 1 80 80 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 128 1017 0.126 128 0.2 0.1 4.279 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 375 849 0.442 373 1.0 0.9 7.374 A

2 A,D,B 154 849 0.181 152 0.4 0.3 5.287 A

2 1 (A,C,D,B) 528 529 0.1 0.0 0.279 A

Exit 1 1 658 658 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 408 1554 0.262 409 0.4 0.3 3.159 A

Exit 1 1 399 399 0.0 0.0 0.000 A

DEntry

11 A,B 176 621 0.284 176 0.4 0.3 6.231 A

2 C,D 19 621 0.030 19 0.0 0.0 5.591 A

2 1 (A,C,D,B) 196 195 0.2 0.1 2.474 A

Exit 1 1 66 66 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 109 1071 0.102 109 0.1 0.1 3.791 A

Exit 1 1 116 116 0.0 0.0 0.000 A

BEntry

11 C 310 851 0.364 307 0.9 0.6 6.529 A

2 A,D,B 121 851 0.142 121 0.3 0.2 5.468 A

2 1 (A,C,D,B) 431 431 0.0 0.0 0.131 A

Exit 1 1 548 548 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 337 1576 0.214 335 0.3 0.3 2.908 A

Exit 1 1 329 329 0.0 0.0 0.000 A

DEntry

11 A,B 150 648 0.231 152 0.3 0.2 5.853 A

2 C,D 14 648 0.021 14 0.0 0.0 5.834 A

2 1 (A,C,D,B) 161 163 0.1 0.0 1.722 A

Exit 1 1 46 46 0.0 0.0 0.000 A

56





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D11 2022 Dev AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 146 100.000

B ONE HOUR ü 856 100.000

C ONE HOUR ü 212 100.000

D ONE HOUR ü 65 100.000


To

From

A B C D

A 0 130 13 3

B 134 2 583 137

C 13 185 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.16 0.00 0.68 0.16

C 0.06 0.87 0.00 0.07

D 0.05 0.86 0.09 0.00

57


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 644 644

C 160 160

D 49 49

08:00-08:15

A 131 131

B 770 770

C 191 191

D 58 58

08:15-08:30

A 161 161

B 942 942

C 233 233

D 72 72

08:30-08:45

A 161 161

B 942 942

C 233 233

D 72 72

08:45-09:00

A 131 131

B 770 770

C 191 191

D 58 58

09:00-09:15

A 110 110

B 644 644

C 160 160

D 49 49

Results





A 3.56 0.2 A 134 201

B 15.85 4.3 C 784 1176

C 2.97 0.2 A 195 293

D 6.83 0.2 A 61 91

58


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 111 28 190 111 110 0.0 0.1 3.221 A

B 638 160 17 640 284 0.0 1.3 7.879 A

C 160 40 206 160 451 0.0 0.1 2.621 A

D 50 12 249 50 117 0.0 0.1 6.123 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 127 32 227 127 134 0.1 0.1 3.293 A

B 769 192 18 767 336 1.3 2.1 9.841 A

C 192 48 246 192 539 0.1 0.2 2.815 A

D 61 15 300 61 138 0.1 0.1 6.464 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 160 40 271 160 161 0.1 0.2 3.559 A

B 941 235 23 938 408 2.1 4.3 15.293 C

C 232 58 298 232 663 0.2 0.2 2.921 A

D 70 17 362 70 167 0.1 0.1 6.825 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 164 41 272 165 165 0.2 0.1 3.560 A

B 941 235 26 938 411 4.3 4.2 15.854 C

C 233 58 300 234 663 0.2 0.2 2.966 A

D 73 18 365 72 169 0.1 0.2 6.585 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 129 32 228 129 135 0.1 0.1 3.412 A

B 772 193 21 776 336 4.2 2.1 10.661 B

C 192 48 247 193 550 0.2 0.1 2.791 A

D 62 15 302 61 139 0.2 0.1 6.544 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 112 28 189 112 113 0.1 0.1 3.316 A

B 642 161 16 640 284 2.1 1.6 8.030 A

C 161 40 213 160 444 0.1 0.1 2.600 A

D 49 12 252 49 121 0.1 0.1 6.448 A

59



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 111 1220 0.091 111 0.0 0.1 3.221 A

Exit 1 1 110 110 0.0 0.0 0.000 A

BEntry

11 C 434 853 0.509 436 0.0 0.9 7.975 A

2 A,D,B 204 853 0.240 204 0.0 0.4 5.716 A

2 1 (A,C,D,B) 638 639 0.0 0.1 0.616 A

Exit 1 1 284 284 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 160 1522 0.105 160 0.0 0.1 2.621 A

Exit 1 1 451 451 0.0 0.0 0.000 A

DEntry

11 A,B 46 698 0.066 46 0.0 0.1 5.895 A

2 C,D 4 698 0.006 4 0.0 0.0 4.950 A

2 1 (A,C,D,B) 50 50 0.0 0.0 0.321 A

Exit 1 1 117 117 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 127 1200 0.106 127 0.1 0.1 3.293 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 524 853 0.614 523 0.9 1.3 9.308 A

2 A,D,B 245 853 0.287 244 0.4 0.5 6.160 A

2 1 (A,C,D,B) 769 768 0.1 0.3 1.525 A

Exit 1 1 336 336 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1496 0.128 192 0.1 0.2 2.815 A

Exit 1 1 539 539 0.0 0.0 0.000 A

DEntry

11 A,B 55 682 0.081 55 0.1 0.1 6.074 A

2 C,D 5 682 0.008 5 0.0 0.0 5.340 A

2 1 (A,C,D,B) 61 61 0.0 0.0 0.465 A

Exit 1 1 138 138 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 1176 0.136 160 0.1 0.2 3.559 A

Exit 1 1 161 161 0.0 0.0 0.000 A

BEntry

11 C 641 851 0.753 644 1.3 2.0 11.378 B

2 A,D,B 295 851 0.347 294 0.5 0.5 6.682 A

2 1 (A,C,D,B) 941 936 0.3 1.8 5.349 A

Exit 1 1 408 408 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 232 1463 0.159 232 0.2 0.2 2.921 A

Exit 1 1 663 663 0.0 0.0 0.000 A

DEntry

11 A,B 63 663 0.096 64 0.1 0.1 6.243 A

2 C,D 6 663 0.009 6 0.0 0.0 5.304 A

2 1 (A,C,D,B) 70 70 0.0 0.0 0.679 A

Exit 1 1 167 167 0.0 0.0 0.000 A

60

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 164 1175 0.140 165 0.2 0.1 3.560 A

Exit 1 1 165 165 0.0 0.0 0.000 A

BEntry

11 C 640 850 0.753 640 2.0 2.1 11.535 B

2 A,D,B 297 850 0.349 297 0.5 0.6 6.851 A

2 1 (A,C,D,B) 941 937 1.8 1.6 5.795 A

Exit 1 1 411 411 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 233 1461 0.160 234 0.2 0.2 2.966 A

Exit 1 1 663 663 0.0 0.0 0.000 A

DEntry

11 A,B 66 662 0.099 66 0.1 0.1 6.051 A

2 C,D 7 662 0.010 7 0.0 0.0 5.661 A

2 1 (A,C,D,B) 73 73 0.0 0.0 0.559 A

Exit 1 1 169 169 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 1199 0.107 129 0.1 0.1 3.412 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 531 852 0.624 532 2.1 1.4 9.608 A

2 A,D,B 243 852 0.285 244 0.6 0.4 6.288 A

2 1 (A,C,D,B) 772 774 1.6 0.4 2.134 A

Exit 1 1 336 336 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1495 0.129 193 0.2 0.1 2.791 A

Exit 1 1 550 550 0.0 0.0 0.000 A

DEntry

11 A,B 56 682 0.081 55 0.1 0.1 6.112 A

2 C,D 6 682 0.009 6 0.0 0.0 5.334 A

2 1 (A,C,D,B) 62 62 0.0 0.0 0.535 A

Exit 1 1 139 139 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 112 1221 0.092 112 0.1 0.1 3.316 A

Exit 1 1 113 113 0.0 0.0 0.000 A

BEntry

11 C 431 854 0.505 430 1.4 1.0 8.148 A

2 A,D,B 209 854 0.245 210 0.4 0.3 5.790 A

2 1 (A,C,D,B) 642 640 0.4 0.3 0.643 A

Exit 1 1 284 284 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 161 1517 0.106 160 0.1 0.1 2.600 A

Exit 1 1 444 444 0.0 0.0 0.000 A

DEntry

11 A,B 45 697 0.064 45 0.1 0.1 6.058 A

2 C,D 5 697 0.006 5 0.0 0.0 5.049 A

2 1 (A,C,D,B) 49 49 0.0 0.0 0.495 A

Exit 1 1 121 121 0.0 0.0 0.000 A

61





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D12 2022 Dev PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 144 100.000

B ONE HOUR ü 609 100.000

C ONE HOUR ü 770 100.000

D ONE HOUR ü 220 100.000


To

From

A B C D

A 0 131 10 3

B 104 0 444 61

C 39 725 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.94 0.00 0.01

D 0.04 0.87 0.09 0.00

62


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 458 458

C 580 580

D 166 166

16:30-16:45

A 129 129

B 547 547

C 692 692

D 198 198

16:45-17:00

A 159 159

B 671 671

C 848 848

D 242 242

17:00-17:15

A 159 159

B 671 671

C 848 848

D 242 242

17:15-17:30

A 129 129

B 547 547

C 692 692

D 198 198

17:30-17:45

A 108 108

B 458 458

C 580 580

D 166 166

Results





A 5.93 0.4 A 130 195

B 8.83 1.6 A 555 833

C 5.30 1.3 A 702 1054

D 14.37 0.9 B 201 302

63


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 101 25 708 102 113 0.0 0.1 4.077 A

B 455 114 24 458 785 0.0 0.7 6.478 A

C 584 146 126 585 356 0.0 0.5 3.489 A

D 162 41 656 165 55 0.0 0.3 8.445 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 128 32 833 127 137 0.1 0.2 4.809 A

B 545 136 29 547 931 0.7 1.1 7.311 A

C 682 170 160 683 416 0.5 0.7 3.972 A

D 196 49 773 197 70 0.3 0.6 9.676 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 163 41 1034 162 165 0.2 0.4 5.933 A

B 666 167 34 663 1162 1.1 1.6 8.834 A

C 851 213 184 853 514 0.7 1.3 5.298 A

D 239 60 959 239 78 0.6 0.9 13.504 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 160 40 1014 159 175 0.4 0.3 5.884 A

B 654 163 33 655 1140 1.6 1.4 8.538 A

C 840 210 186 839 501 1.3 1.2 5.083 A

D 239 60 949 239 76 0.9 0.9 14.369 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 123 31 839 122 132 0.3 0.2 5.012 A

B 552 138 30 554 931 1.4 1.1 7.647 A

C 686 172 144 687 440 1.2 0.8 4.188 A

D 200 50 771 200 60 0.9 0.6 10.896 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 105 26 702 106 117 0.2 0.1 4.506 A

B 459 115 25 456 782 1.1 0.9 6.748 A

C 571 143 126 574 355 0.8 0.4 3.734 A

D 171 43 648 171 52 0.6 0.4 8.760 A

64



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 101 936 0.108 102 0.0 0.1 4.077 A

Exit 1 1 113 113 0.0 0.0 0.000 A

BEntry

11 C 332 851 0.390 334 0.0 0.5 6.803 A

2 A,D,B 124 851 0.146 124 0.0 0.2 5.032 A

2 1 (A,C,D,B) 455 456 0.0 0.0 0.136 A

Exit 1 1 785 785 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 584 1573 0.371 585 0.0 0.5 3.489 A

Exit 1 1 356 356 0.0 0.0 0.000 A

DEntry

11 A,B 149 572 0.261 151 0.0 0.2 6.209 A

2 C,D 14 572 0.025 14 0.0 0.0 6.139 A

2 1 (A,C,D,B) 162 164 0.0 0.1 2.240 A

Exit 1 1 55 55 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 128 868 0.148 127 0.1 0.2 4.809 A

Exit 1 1 137 137 0.0 0.0 0.000 A

BEntry

11 C 388 850 0.456 391 0.5 0.8 7.494 A

2 A,D,B 157 850 0.185 157 0.2 0.2 5.243 A

2 1 (A,C,D,B) 545 545 0.0 0.1 0.398 A

Exit 1 1 931 931 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 682 1551 0.439 683 0.5 0.7 3.972 A

Exit 1 1 416 416 0.0 0.0 0.000 A

DEntry

11 A,B 180 536 0.335 180 0.2 0.4 6.878 A

2 C,D 17 536 0.032 18 0.0 0.0 6.750 A

2 1 (A,C,D,B) 196 197 0.1 0.1 2.810 A

Exit 1 1 70 70 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 163 757 0.215 162 0.2 0.4 5.933 A

Exit 1 1 165 165 0.0 0.0 0.000 A

BEntry

11 C 484 848 0.571 482 0.8 1.2 8.621 A

2 A,D,B 184 848 0.217 181 0.2 0.3 5.983 A

2 1 (A,C,D,B) 666 667 0.1 0.1 0.920 A

Exit 1 1 1162 1162 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 851 1536 0.554 853 0.7 1.3 5.298 A

Exit 1 1 514 514 0.0 0.0 0.000 A

DEntry

11 A,B 220 479 0.459 219 0.4 0.5 7.655 A

2 C,D 20 479 0.042 20 0.0 0.0 7.320 A

2 1 (A,C,D,B) 239 240 0.1 0.4 5.875 A

Exit 1 1 78 78 0.0 0.0 0.000 A

65

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 768 0.208 159 0.4 0.3 5.884 A

Exit 1 1 175 175 0.0 0.0 0.000 A

BEntry

11 C 472 848 0.556 472 1.2 1.0 8.490 A

2 A,D,B 182 848 0.214 183 0.3 0.2 5.720 A

2 1 (A,C,D,B) 654 653 0.1 0.2 0.759 A

Exit 1 1 1140 1140 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 840 1534 0.547 839 1.3 1.2 5.083 A

Exit 1 1 501 501 0.0 0.0 0.000 A

DEntry

11 A,B 222 482 0.460 222 0.5 0.5 7.865 A

2 C,D 18 482 0.037 17 0.0 0.0 7.034 A

2 1 (A,C,D,B) 239 240 0.4 0.3 6.580 A

Exit 1 1 76 76 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 123 864 0.142 122 0.3 0.2 5.012 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 407 849 0.480 412 1.0 0.8 7.801 A

2 A,D,B 144 849 0.170 143 0.2 0.2 5.407 A

2 1 (A,C,D,B) 552 552 0.2 0.2 0.470 A

Exit 1 1 931 931 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 686 1561 0.440 687 1.2 0.8 4.188 A

Exit 1 1 440 440 0.0 0.0 0.000 A

DEntry

11 A,B 180 537 0.335 180 0.5 0.4 7.113 A

2 C,D 20 537 0.037 20 0.0 0.0 6.636 A

2 1 (A,C,D,B) 200 200 0.3 0.2 3.833 A

Exit 1 1 60 60 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 105 939 0.112 106 0.2 0.1 4.506 A

Exit 1 1 117 117 0.0 0.0 0.000 A

BEntry

11 C 334 851 0.393 333 0.8 0.7 7.039 A

2 A,D,B 124 851 0.146 124 0.2 0.2 5.237 A

2 1 (A,C,D,B) 459 459 0.2 0.0 0.185 A

Exit 1 1 782 782 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 571 1573 0.363 574 0.8 0.4 3.734 A

Exit 1 1 355 355 0.0 0.0 0.000 A

DEntry

11 A,B 156 575 0.272 155 0.4 0.4 6.508 A

2 C,D 15 575 0.027 16 0.0 0.0 6.570 A

2 1 (A,C,D,B) 171 171 0.2 0.0 2.235 A

Exit 1 1 52 52 0.0 0.0 0.000 A

66





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 146 100.000

B ONE HOUR ü 914 100.000

C ONE HOUR ü 217 100.000

D ONE HOUR ü 65 100.000


To

From

A B C D

A 0 130 13 3

B 134 2 641 137

C 13 190 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.15 0.00 0.70 0.15

C 0.06 0.88 0.00 0.06

D 0.05 0.86 0.09 0.00

67


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 688 688

C 163 163

D 49 49

08:00-08:15

A 131 131

B 822 822

C 195 195

D 58 58

08:15-08:30

A 161 161

B 1006 1006

C 239 239

D 72 72

08:30-08:45

A 161 161

B 1006 1006

C 239 239

D 72 72

08:45-09:00

A 131 131

B 822 822

C 195 195

D 58 58

09:00-09:15

A 110 110

B 688 688

C 163 163

D 49 49

Results





A 3.70 0.2 A 133 199

B 23.27 6.8 C 840 1260

C 3.01 0.2 A 198 297

D 7.07 0.2 A 60 89

68


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 187 107 116 0.0 0.1 3.182 A

B 699 175 16 699 277 0.0 1.8 8.945 A

C 156 39 215 156 500 0.0 0.1 2.662 A

D 50 13 252 51 119 0.0 0.1 6.167 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 134 34 224 134 135 0.1 0.2 3.352 A

B 835 209 19 834 339 1.8 2.8 11.986 B

C 196 49 252 196 602 0.1 0.2 2.789 A

D 54 13 305 54 142 0.1 0.1 6.356 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 157 39 281 157 165 0.2 0.2 3.568 A

B 987 247 26 984 412 2.8 6.8 21.293 C

C 243 61 291 244 719 0.2 0.2 2.990 A

D 71 18 375 71 160 0.1 0.1 6.897 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 162 40 283 162 167 0.2 0.2 3.700 A

B 1012 253 23 1016 422 6.8 6.3 23.270 C

C 239 60 309 240 730 0.2 0.2 3.006 A

D 75 19 374 76 174 0.1 0.2 7.065 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 129 32 231 129 135 0.2 0.1 3.566 A

B 819 205 19 816 341 6.3 2.9 13.784 B

C 198 49 243 198 591 0.2 0.1 2.807 A

D 58 15 309 58 133 0.2 0.1 6.945 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 188 108 114 0.1 0.1 3.251 A

B 690 172 16 692 280 2.9 1.8 9.010 A

C 158 40 212 157 496 0.1 0.2 2.621 A

D 50 12 253 50 116 0.1 0.1 6.414 A

69



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 1221 0.087 107 0.0 0.1 3.182 A

Exit 1 1 116 116 0.0 0.0 0.000 A

BEntry

11 C 485 853 0.569 486 0.0 1.2 8.815 A

2 A,D,B 213 853 0.250 213 0.0 0.4 5.827 A

2 1 (A,C,D,B) 699 699 0.0 0.2 1.020 A

Exit 1 1 277 277 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 156 1516 0.103 156 0.0 0.1 2.662 A

Exit 1 1 500 500 0.0 0.0 0.000 A

DEntry

11 A,B 46 697 0.066 47 0.0 0.0 5.793 A

2 C,D 4 697 0.006 4 0.0 0.0 5.019 A

2 1 (A,C,D,B) 50 50 0.0 0.0 0.446 A

Exit 1 1 119 119 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 134 1201 0.112 134 0.1 0.2 3.352 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 585 853 0.686 586 1.2 1.8 10.329 B

2 A,D,B 249 853 0.292 249 0.4 0.4 6.226 A

2 1 (A,C,D,B) 835 834 0.2 0.7 2.849 A

Exit 1 1 339 339 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 196 1492 0.131 196 0.1 0.2 2.789 A

Exit 1 1 602 602 0.0 0.0 0.000 A

DEntry

11 A,B 49 680 0.072 49 0.0 0.1 5.980 A

2 C,D 5 680 0.007 5 0.0 0.0 5.202 A

2 1 (A,C,D,B) 54 54 0.0 0.0 0.468 A

Exit 1 1 142 142 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 157 1170 0.134 157 0.2 0.2 3.568 A

Exit 1 1 165 165 0.0 0.0 0.000 A

BEntry

11 C 696 850 0.819 697 1.8 2.6 12.669 B

2 A,D,B 288 850 0.338 288 0.4 0.5 6.939 A

2 1 (A,C,D,B) 987 984 0.7 3.7 10.278 B

Exit 1 1 412 412 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 243 1467 0.166 244 0.2 0.2 2.990 A

Exit 1 1 719 719 0.0 0.0 0.000 A

DEntry

11 A,B 63 659 0.096 64 0.1 0.1 6.286 A

2 C,D 8 659 0.012 8 0.0 0.0 5.487 A

2 1 (A,C,D,B) 71 71 0.0 0.0 0.706 A

Exit 1 1 160 160 0.0 0.0 0.000 A

70

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 1169 0.138 162 0.2 0.2 3.700 A

Exit 1 1 167 167 0.0 0.0 0.000 A

BEntry

11 C 709 851 0.833 710 2.6 2.6 12.788 B

2 A,D,B 308 851 0.361 306 0.5 0.7 7.003 A

2 1 (A,C,D,B) 1012 1017 3.7 3.1 12.180 B

Exit 1 1 422 422 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 239 1455 0.164 240 0.2 0.2 3.006 A

Exit 1 1 730 730 0.0 0.0 0.000 A

DEntry

11 A,B 68 659 0.104 69 0.1 0.1 6.349 A

2 C,D 7 659 0.011 7 0.0 0.0 5.155 A

2 1 (A,C,D,B) 75 75 0.0 0.0 0.832 A

Exit 1 1 174 174 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 1197 0.108 129 0.2 0.1 3.566 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 577 853 0.676 576 2.6 1.7 10.754 B

2 A,D,B 241 853 0.282 241 0.7 0.4 6.083 A

2 1 (A,C,D,B) 819 817 3.1 0.7 4.435 A

Exit 1 1 341 341 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 198 1498 0.132 198 0.2 0.1 2.807 A

Exit 1 1 591 591 0.0 0.0 0.000 A

DEntry

11 A,B 54 679 0.079 54 0.1 0.1 6.375 A

2 C,D 5 679 0.007 5 0.0 0.0 5.564 A

2 1 (A,C,D,B) 58 58 0.0 0.0 0.664 A

Exit 1 1 133 133 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 1221 0.088 108 0.1 0.1 3.251 A

Exit 1 1 114 114 0.0 0.0 0.000 A

BEntry

11 C 486 854 0.569 483 1.7 1.4 8.859 A

2 A,D,B 208 854 0.243 209 0.4 0.3 5.595 A

2 1 (A,C,D,B) 690 694 0.7 0.1 1.135 A

Exit 1 1 280 280 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 158 1518 0.104 157 0.1 0.2 2.621 A

Exit 1 1 496 496 0.0 0.0 0.000 A

DEntry

11 A,B 45 697 0.064 45 0.1 0.1 6.024 A

2 C,D 5 697 0.007 5 0.0 0.0 5.773 A

2 1 (A,C,D,B) 50 50 0.0 0.0 0.411 A

Exit 1 1 116 116 0.0 0.0 0.000 A

71





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 144 100.000

B ONE HOUR ü 615 100.000

C ONE HOUR ü 834 100.000

D ONE HOUR ü 220 100.000


To

From

A B C D

A 0 131 10 3

B 104 0 450 61

C 39 789 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

72


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 463 463

C 628 628

D 166 166

16:30-16:45

A 129 129

B 553 553

C 750 750

D 198 198

16:45-17:00

A 159 159

B 677 677

C 918 918

D 242 242

17:00-17:15

A 159 159

B 677 677

C 918 918

D 242 242

17:15-17:30

A 129 129

B 553 553

C 750 750

D 198 198

17:30-17:45

A 108 108

B 463 463

C 628 628

D 166 166

Results





A 6.48 0.4 A 131 197

B 9.52 2.0 A 565 847

C 5.94 1.8 A 771 1156

D 15.97 1.0 C 200 300

73


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 111 28 760 110 117 0.0 0.2 4.164 A

B 466 116 26 466 844 0.0 0.7 6.648 A

C 642 161 132 643 360 0.0 0.6 3.778 A

D 161 40 719 159 57 0.0 0.5 8.268 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 122 30 910 121 135 0.2 0.2 4.744 A

B 547 137 29 544 1002 0.7 1.3 7.236 A

C 761 190 148 760 424 0.6 1.0 4.422 A

D 199 50 845 200 63 0.5 0.6 10.548 B

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 155 39 1110 154 169 0.2 0.4 6.449 A

B 680 170 35 684 1229 1.3 1.7 9.516 A

C 931 233 183 928 536 1.0 1.8 5.941 A

D 241 60 1035 244 77 0.6 1.0 15.906 C

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 164 41 1098 164 168 0.4 0.2 6.479 A

B 680 170 35 677 1227 1.7 2.0 9.221 A

C 918 229 191 916 522 1.8 1.6 5.740 A

D 238 59 1028 238 78 1.0 1.0 15.974 C

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 126 32 899 127 132 0.2 0.1 5.376 A

B 553 138 29 555 997 2.0 1.2 7.794 A

C 747 187 145 746 439 1.6 0.9 4.320 A

D 201 50 829 202 62 1.0 0.6 11.852 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 111 28 747 111 119 0.1 0.2 4.580 A

B 462 115 23 464 835 1.2 0.7 6.502 A

C 626 156 134 624 353 0.9 1.0 3.912 A

D 161 40 704 162 54 0.6 0.5 9.489 A

74



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 111 907 0.122 110 0.0 0.2 4.164 A

Exit 1 1 117 117 0.0 0.0 0.000 A

BEntry

11 C 336 850 0.396 337 0.0 0.5 6.796 A

2 A,D,B 129 850 0.152 129 0.0 0.2 5.503 A

2 1 (A,C,D,B) 466 466 0.0 0.0 0.191 A

Exit 1 1 844 844 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 642 1569 0.409 643 0.0 0.6 3.778 A

Exit 1 1 360 360 0.0 0.0 0.000 A

DEntry

11 A,B 144 553 0.260 143 0.0 0.3 6.295 A

2 C,D 16 553 0.029 16 0.0 0.0 6.566 A

2 1 (A,C,D,B) 161 160 0.0 0.1 1.952 A

Exit 1 1 57 57 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 122 825 0.147 121 0.2 0.2 4.744 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 399 849 0.469 398 0.5 0.9 7.431 A

2 A,D,B 147 849 0.173 146 0.2 0.3 5.378 A

2 1 (A,C,D,B) 547 546 0.0 0.1 0.327 A

Exit 1 1 1002 1002 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 761 1559 0.488 760 0.6 1.0 4.422 A

Exit 1 1 424 424 0.0 0.0 0.000 A

DEntry

11 A,B 182 514 0.354 182 0.3 0.4 7.132 A

2 C,D 18 514 0.035 18 0.0 0.0 6.846 A

2 1 (A,C,D,B) 199 200 0.1 0.1 3.429 A

Exit 1 1 63 63 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 155 715 0.217 154 0.2 0.4 6.449 A

Exit 1 1 169 169 0.0 0.0 0.000 A

BEntry

11 C 504 847 0.594 504 0.9 1.3 9.184 A

2 A,D,B 180 847 0.213 180 0.3 0.3 5.590 A

2 1 (A,C,D,B) 680 684 0.1 0.1 1.244 A

Exit 1 1 1229 1229 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 931 1536 0.606 928 1.0 1.8 5.941 A

Exit 1 1 536 536 0.0 0.0 0.000 A

DEntry

11 A,B 222 456 0.486 222 0.4 0.5 8.195 A

2 C,D 22 456 0.048 22 0.0 0.0 7.690 A

2 1 (A,C,D,B) 241 244 0.1 0.4 7.770 A

Exit 1 1 77 77 0.0 0.0 0.000 A

75

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 164 722 0.227 164 0.4 0.2 6.479 A

Exit 1 1 168 168 0.0 0.0 0.000 A

BEntry

11 C 493 847 0.581 490 1.3 1.5 8.937 A

2 A,D,B 186 847 0.220 187 0.3 0.2 5.791 A

2 1 (A,C,D,B) 680 679 0.1 0.3 1.088 A

Exit 1 1 1227 1227 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 918 1532 0.599 916 1.8 1.6 5.740 A

Exit 1 1 522 522 0.0 0.0 0.000 A

DEntry

11 A,B 217 458 0.474 217 0.5 0.5 8.207 A

2 C,D 21 458 0.046 21 0.0 0.1 7.627 A

2 1 (A,C,D,B) 238 238 0.4 0.4 7.804 A

Exit 1 1 78 78 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 126 831 0.152 127 0.2 0.1 5.376 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 412 849 0.485 413 1.5 0.9 7.872 A

2 A,D,B 142 849 0.167 142 0.2 0.2 5.554 A

2 1 (A,C,D,B) 553 554 0.3 0.1 0.524 A

Exit 1 1 997 997 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 747 1561 0.479 746 1.6 0.9 4.320 A

Exit 1 1 439 439 0.0 0.0 0.000 A

DEntry

11 A,B 184 519 0.355 185 0.5 0.3 7.466 A

2 C,D 17 519 0.034 18 0.1 0.0 7.090 A

2 1 (A,C,D,B) 201 201 0.4 0.2 4.424 A

Exit 1 1 62 62 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 111 915 0.121 111 0.1 0.2 4.580 A

Exit 1 1 119 119 0.0 0.0 0.000 A

BEntry

11 C 331 851 0.389 333 0.9 0.6 6.767 A

2 A,D,B 130 851 0.153 131 0.2 0.1 5.153 A

2 1 (A,C,D,B) 462 462 0.1 0.0 0.162 A

Exit 1 1 835 835 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 626 1568 0.399 624 0.9 1.0 3.912 A

Exit 1 1 353 353 0.0 0.0 0.000 A

DEntry

11 A,B 149 557 0.268 150 0.3 0.3 6.969 A

2 C,D 12 557 0.022 12 0.0 0.0 6.562 A

2 1 (A,C,D,B) 161 161 0.2 0.1 2.573 A

Exit 1 1 54 54 0.0 0.0 0.000 A

76





Junction Network


1 untitled Standard Roundabout A,B,C,D 44.01 E


Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 146 100.000

B ONE HOUR ü 1002 100.000

C ONE HOUR ü 226 100.000

D ONE HOUR ü 65 100.000


To

From

A B C D

A 0 130 13 3

B 134 2 729 137

C 13 199 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.13 0.00 0.73 0.14

C 0.06 0.88 0.00 0.06

D 0.05 0.86 0.09 0.00

77


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 754 754

C 170 170

D 49 49

08:00-08:15

A 131 131

B 901 901

C 203 203

D 58 58

08:15-08:30

A 161 161

B 1103 1103

C 249 249

D 72 72

08:30-08:45

A 161 161

B 1103 1103

C 249 249

D 72 72

08:45-09:00

A 131 131

B 901 901

C 203 203

D 58 58

09:00-09:15

A 110 110

B 754 754

C 170 170

D 49 49

Results





A 3.60 0.2 A 134 201

B 61.38 19.8 F 923 1385

C 3.00 0.2 A 205 308

D 6.88 0.2 A 59 89

78


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 109 27 191 109 111 0.0 0.1 3.233 A

B 757 189 17 752 283 0.0 2.7 10.772 B

C 163 41 206 164 563 0.0 0.1 2.615 A

D 47 12 255 47 115 0.0 0.1 6.147 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 133 33 234 132 136 0.1 0.1 3.460 A

B 899 225 19 905 347 2.7 4.0 16.661 C

C 200 50 250 200 675 0.1 0.1 2.766 A

D 59 15 311 60 139 0.1 0.1 6.411 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 162 40 284 162 162 0.1 0.2 3.547 A

B 1118 280 25 1081 422 4.0 17.4 42.266 E

C 245 61 294 246 812 0.1 0.2 2.916 A

D 72 18 376 70 164 0.1 0.2 6.749 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 162 40 292 162 162 0.2 0.2 3.603 A

B 1107 277 23 1094 431 17.4 19.8 61.385 F

C 249 62 302 249 814 0.2 0.2 3.003 A

D 73 18 381 73 170 0.2 0.2 6.878 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 131 33 236 130 138 0.2 0.2 3.481 A

B 903 226 20 928 346 19.8 4.8 33.335 D

C 203 51 254 203 694 0.2 0.1 2.853 A

D 58 14 316 58 141 0.2 0.1 6.756 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 108 27 199 108 113 0.2 0.1 3.345 A

B 756 189 18 759 289 4.8 2.3 11.690 B

C 172 43 210 172 567 0.1 0.2 2.656 A

D 47 12 265 47 117 0.1 0.1 6.423 A

79



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 109 1219 0.090 109 0.0 0.1 3.233 A

Exit 1 1 111 111 0.0 0.0 0.000 A

BEntry

11 C 551 853 0.646 549 0.0 1.7 9.758 A

2 A,D,B 204 853 0.239 203 0.0 0.4 5.803 A

2 1 (A,C,D,B) 757 755 0.0 0.7 2.070 A

Exit 1 1 283 283 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 163 1522 0.107 164 0.0 0.1 2.615 A

Exit 1 1 563 563 0.0 0.0 0.000 A

DEntry

11 A,B 42 696 0.061 42 0.0 0.1 5.843 A

2 C,D 5 696 0.007 5 0.0 0.0 5.206 A

2 1 (A,C,D,B) 47 47 0.0 0.0 0.368 A

Exit 1 1 115 115 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 133 1196 0.111 132 0.1 0.1 3.460 A

Exit 1 1 136 136 0.0 0.0 0.000 A

BEntry

11 C 655 852 0.768 657 1.7 2.0 11.722 B

2 A,D,B 247 852 0.290 248 0.4 0.5 6.354 A

2 1 (A,C,D,B) 899 902 0.7 1.5 6.371 A

Exit 1 1 347 347 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 200 1493 0.134 200 0.1 0.1 2.766 A

Exit 1 1 675 675 0.0 0.0 0.000 A

DEntry

11 A,B 54 679 0.079 54 0.1 0.1 5.978 A

2 C,D 5 679 0.008 5 0.0 0.0 5.523 A

2 1 (A,C,D,B) 59 59 0.0 0.0 0.484 A

Exit 1 1 139 139 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 1168 0.139 162 0.1 0.2 3.547 A

Exit 1 1 162 162 0.0 0.0 0.000 A

BEntry

11 C 793 851 0.932 791 2.0 3.4 14.645 B

2 A,D,B 291 851 0.342 291 0.5 0.6 7.148 A

2 1 (A,C,D,B) 1118 1084 1.5 13.4 29.560 D

Exit 1 1 422 422 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 245 1465 0.167 246 0.1 0.2 2.916 A

Exit 1 1 812 812 0.0 0.0 0.000 A

DEntry

11 A,B 64 659 0.097 63 0.1 0.1 6.161 A

2 C,D 7 659 0.011 7 0.0 0.0 5.815 A

2 1 (A,C,D,B) 72 72 0.0 0.0 0.617 A

Exit 1 1 164 164 0.0 0.0 0.000 A

80

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 1164 0.139 162 0.2 0.2 3.603 A

Exit 1 1 162 162 0.0 0.0 0.000 A

BEntry

11 C 796 851 0.935 795 3.4 3.4 15.060 C

2 A,D,B 300 851 0.352 299 0.6 0.6 7.474 A

2 1 (A,C,D,B) 1107 1095 13.4 15.8 48.371 E

Exit 1 1 431 431 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 249 1460 0.170 249 0.2 0.2 3.003 A

Exit 1 1 814 814 0.0 0.0 0.000 A

DEntry

11 A,B 67 657 0.102 67 0.1 0.2 6.352 A

2 C,D 7 657 0.010 7 0.0 0.0 5.706 A

2 1 (A,C,D,B) 73 73 0.0 0.0 0.602 A

Exit 1 1 170 170 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 131 1195 0.109 130 0.2 0.2 3.481 A

Exit 1 1 138 138 0.0 0.0 0.000 A

BEntry

11 C 676 852 0.793 677 3.4 2.3 13.105 B

2 A,D,B 250 852 0.293 251 0.6 0.4 6.857 A

2 1 (A,C,D,B) 903 926 15.8 2.1 22.071 C

Exit 1 1 346 346 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 203 1491 0.136 203 0.2 0.1 2.853 A

Exit 1 1 694 694 0.0 0.0 0.000 A

DEntry

11 A,B 52 677 0.077 53 0.2 0.1 6.209 A

2 C,D 5 677 0.008 5 0.0 0.0 5.525 A

2 1 (A,C,D,B) 58 58 0.0 0.0 0.622 A

Exit 1 1 141 141 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 108 1215 0.089 108 0.2 0.1 3.345 A

Exit 1 1 113 113 0.0 0.0 0.000 A

BEntry

11 C 550 853 0.645 551 2.3 1.5 9.888 A

2 A,D,B 207 853 0.243 208 0.4 0.3 5.705 A

2 1 (A,C,D,B) 756 757 2.1 0.5 2.998 A

Exit 1 1 289 289 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 172 1519 0.113 172 0.1 0.2 2.656 A

Exit 1 1 567 567 0.0 0.0 0.000 A

DEntry

11 A,B 43 693 0.062 42 0.1 0.1 6.053 A

2 C,D 4 693 0.006 4 0.0 0.0 5.737 A

2 1 (A,C,D,B) 47 47 0.0 0.0 0.402 A

Exit 1 1 117 117 0.0 0.0 0.000 A

81





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 144 100.000

B ONE HOUR ü 624 100.000

C ONE HOUR ü 930 100.000

D ONE HOUR ü 220 100.000


To

From

A B C D

A 0 131 10 3

B 104 0 459 61

C 39 885 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.74 0.10

C 0.04 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

82


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 470 470

C 700 700

D 166 166

16:30-16:45

A 129 129

B 561 561

C 836 836

D 198 198

16:45-17:00

A 159 159

B 687 687

C 1024 1024

D 242 242

17:00-17:15

A 159 159

B 687 687

C 1024 1024

D 242 242

17:15-17:30

A 129 129

B 561 561

C 836 836

D 198 198

17:30-17:45

A 108 108

B 470 470

C 700 700

D 166 166

Results





A 7.23 0.3 A 137 205

B 9.71 1.9 A 574 860

C 7.20 1.9 A 855 1283

D 18.75 1.4 C 201 301

83


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 111 28 811 110 112 0.0 0.2 4.244 A

B 482 121 22 483 899 0.0 0.9 6.712 A

C 694 174 125 691 381 0.0 1.0 4.057 A

D 165 41 764 160 53 0.0 0.7 9.288 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 136 34 976 137 136 0.2 0.2 5.491 A

B 558 139 28 561 1085 0.9 1.1 7.776 A

C 830 207 149 825 440 1.0 1.2 4.915 A

D 199 50 912 200 62 0.7 0.7 11.876 B

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 168 42 1214 168 174 0.2 0.3 6.735 A

B 697 174 34 696 1348 1.1 1.9 9.715 A

C 1030 257 188 1035 542 1.2 1.7 6.955 A

D 237 59 1145 243 79 0.7 1.3 17.738 C

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 159 40 1214 159 165 0.3 0.3 7.226 A

B 679 170 33 681 1340 1.9 1.7 9.645 A

C 1039 260 182 1045 532 1.7 1.9 7.196 A

D 232 58 1152 227 74 1.3 1.4 18.755 C

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 138 35 988 139 138 0.3 0.2 5.632 A

B 561 140 34 563 1093 1.7 1.0 7.728 A

C 827 207 151 835 446 1.9 0.7 5.044 A

D 204 51 922 204 63 1.4 0.8 13.583 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 108 27 836 108 120 0.2 0.1 4.794 A

B 464 116 24 467 920 1.0 0.8 6.714 A

C 710 178 130 708 360 0.7 0.7 4.132 A

D 168 42 787 169 52 0.8 0.3 9.704 A

84



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 111 879 0.126 110 0.0 0.2 4.244 A

Exit 1 1 112 112 0.0 0.0 0.000 A

BEntry

11 C 359 851 0.421 359 0.0 0.7 6.866 A

2 A,D,B 124 851 0.145 124 0.0 0.2 5.232 A

2 1 (A,C,D,B) 482 483 0.0 0.0 0.248 A

Exit 1 1 899 899 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 694 1574 0.441 691 0.0 1.0 4.057 A

Exit 1 1 381 381 0.0 0.0 0.000 A

DEntry

11 A,B 147 539 0.273 146 0.0 0.4 6.705 A

2 C,D 14 539 0.026 14 0.0 0.0 6.209 A

2 1 (A,C,D,B) 165 161 0.0 0.3 2.642 A

Exit 1 1 53 53 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 136 789 0.172 137 0.2 0.2 5.491 A

Exit 1 1 136 136 0.0 0.0 0.000 A

BEntry

11 C 414 850 0.487 415 0.7 0.9 7.806 A

2 A,D,B 144 850 0.169 146 0.2 0.1 5.193 A

2 1 (A,C,D,B) 558 558 0.0 0.1 0.626 A

Exit 1 1 1085 1085 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 830 1559 0.532 825 1.0 1.2 4.915 A

Exit 1 1 440 440 0.0 0.0 0.000 A

DEntry

11 A,B 185 494 0.375 185 0.4 0.4 7.476 A

2 C,D 15 494 0.030 15 0.0 0.0 7.100 A

2 1 (A,C,D,B) 199 200 0.3 0.2 4.412 A

Exit 1 1 62 62 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 168 658 0.256 168 0.2 0.3 6.735 A

Exit 1 1 174 174 0.0 0.0 0.000 A

BEntry

11 C 511 848 0.603 511 0.9 1.3 9.204 A

2 A,D,B 186 848 0.219 185 0.1 0.3 5.754 A

2 1 (A,C,D,B) 697 697 0.1 0.2 1.386 A

Exit 1 1 1348 1348 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1030 1533 0.672 1035 1.2 1.7 6.955 A

Exit 1 1 542 542 0.0 0.0 0.000 A

DEntry

11 A,B 223 422 0.529 224 0.4 0.6 8.540 A

2 C,D 19 422 0.046 19 0.0 0.0 8.075 A

2 1 (A,C,D,B) 237 243 0.2 0.7 9.225 A

Exit 1 1 79 79 0.0 0.0 0.000 A

85

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 159 658 0.242 159 0.3 0.3 7.226 A

Exit 1 1 165 165 0.0 0.0 0.000 A

BEntry

11 C 500 848 0.590 502 1.3 1.3 9.205 A

2 A,D,B 179 848 0.211 179 0.3 0.2 5.710 A

2 1 (A,C,D,B) 679 679 0.2 0.2 1.330 A

Exit 1 1 1340 1340 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1039 1537 0.676 1045 1.7 1.9 7.196 A

Exit 1 1 532 532 0.0 0.0 0.000 A

DEntry

11 A,B 209 420 0.497 207 0.6 0.6 8.817 A

2 C,D 20 420 0.048 20 0.0 0.0 8.395 A

2 1 (A,C,D,B) 232 229 0.7 0.8 9.937 A

Exit 1 1 74 74 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 138 782 0.177 139 0.3 0.2 5.632 A

Exit 1 1 138 138 0.0 0.0 0.000 A

BEntry

11 C 412 848 0.487 415 1.3 0.8 7.910 A

2 A,D,B 149 848 0.175 148 0.2 0.2 5.125 A

2 1 (A,C,D,B) 561 561 0.2 0.0 0.524 A

Exit 1 1 1093 1093 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 827 1557 0.531 835 1.9 0.7 5.044 A

Exit 1 1 446 446 0.0 0.0 0.000 A

DEntry

11 A,B 183 490 0.374 183 0.6 0.4 7.929 A

2 C,D 20 490 0.042 21 0.0 0.0 7.775 A

2 1 (A,C,D,B) 204 204 0.8 0.3 5.733 A

Exit 1 1 63 63 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 108 866 0.125 108 0.2 0.1 4.794 A

Exit 1 1 120 120 0.0 0.0 0.000 A

BEntry

11 C 337 851 0.396 338 0.8 0.6 7.008 A

2 A,D,B 128 851 0.150 128 0.2 0.2 5.214 A

2 1 (A,C,D,B) 464 465 0.0 0.0 0.173 A

Exit 1 1 920 920 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 710 1570 0.452 708 0.7 0.7 4.132 A

Exit 1 1 360 360 0.0 0.0 0.000 A

DEntry

11 A,B 156 532 0.293 156 0.4 0.3 7.006 A

2 C,D 13 532 0.025 14 0.0 0.0 7.119 A

2 1 (A,C,D,B) 168 169 0.3 0.0 2.698 A

Exit 1 1 52 52 0.0 0.0 0.000 A

86





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 171 100.000

B ONE HOUR ü 657 100.000

C ONE HOUR ü 215 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 338 160

C 16 183 0 16

D 4 65 6 0

Proportions

To

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.24 0.00 0.51 0.24

C 0.07 0.85 0.00 0.07

D 0.05 0.87 0.08 0.00

87


To

From

A B C D

A 0 1 0 0

B 1 0 0 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.000 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 495 495

C 162 162

D 56 56

08:00-08:15

A 154 154

B 591 591

C 193 193

D 67 67

08:15-08:30

A 188 188

B 723 723

C 237 237

D 83 83

08:30-08:45

A 188 188

B 723 723

C 237 237

D 83 83

08:45-09:00

A 154 154

B 591 591

C 193 193

D 67 67

09:00-09:15

A 129 129

B 495 495

C 162 162

D 56 56

Results





A 3.75 0.2 A 155 233

B 7.92 1.5 A 602 903

C 3.11 0.3 A 198 298

D 6.92 0.2 A 68 103

88


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 130 33 192 129 128 0.0 0.1 3.209 A

B 495 124 19 494 303 0.0 0.8 6.040 A

C 159 40 241 159 272 0.0 0.1 2.665 A

D 55 14 265 55 135 0.0 0.1 6.169 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 151 38 229 151 156 0.1 0.1 3.549 A

B 602 151 25 602 356 0.8 1.2 6.831 A

C 189 47 292 190 334 0.1 0.1 2.849 A

D 67 17 319 67 163 0.1 0.2 6.853 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 185 46 282 186 197 0.1 0.2 3.669 A

B 723 181 25 730 443 1.2 1.4 7.921 A

C 241 60 365 242 390 0.1 0.3 3.058 A

D 81 20 399 81 208 0.2 0.1 6.825 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 186 47 291 187 187 0.2 0.2 3.752 A

B 708 177 30 708 449 1.4 1.5 7.904 A

C 247 62 348 247 390 0.3 0.2 3.111 A

D 79 20 400 78 196 0.1 0.2 6.923 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 151 38 235 151 154 0.2 0.2 3.521 A

B 584 146 26 584 360 1.5 1.2 6.811 A

C 192 48 285 193 325 0.2 0.1 2.885 A

D 70 18 320 69 159 0.2 0.2 6.572 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 128 32 197 127 135 0.2 0.2 3.368 A

B 500 125 23 498 301 1.2 0.8 5.941 A

C 162 41 243 163 278 0.1 0.1 2.738 A

D 59 15 275 57 132 0.2 0.2 6.355 A

89



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 130 1219 0.107 129 0.0 0.1 3.209 A

Exit 1 1 128 128 0.0 0.0 0.000 A

BEntry

11 C 258 853 0.302 256 0.0 0.5 6.038 A

2 A,D,B 237 853 0.278 238 0.0 0.3 5.943 A

2 1 (A,C,D,B) 495 495 0.0 0.0 0.047 A

Exit 1 1 303 303 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 159 1499 0.106 159 0.0 0.1 2.665 A

Exit 1 1 272 272 0.0 0.0 0.000 A

DEntry

11 A,B 50 693 0.072 50 0.0 0.1 5.884 A

2 C,D 5 693 0.007 5 0.0 0.0 4.307 A

2 1 (A,C,D,B) 55 55 0.0 0.0 0.428 A

Exit 1 1 135 135 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 151 1198 0.126 151 0.1 0.1 3.549 A

Exit 1 1 156 156 0.0 0.0 0.000 A

BEntry

11 C 315 851 0.370 314 0.5 0.7 6.548 A

2 A,D,B 287 851 0.338 288 0.3 0.5 6.730 A

2 1 (A,C,D,B) 602 602 0.0 0.0 0.196 A

Exit 1 1 356 356 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 189 1466 0.129 190 0.1 0.1 2.849 A

Exit 1 1 334 334 0.0 0.0 0.000 A

DEntry

11 A,B 61 676 0.090 60 0.1 0.1 6.304 A

2 C,D 6 676 0.009 6 0.0 0.0 5.369 A

2 1 (A,C,D,B) 67 67 0.0 0.0 0.650 A

Exit 1 1 163 163 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 185 1169 0.159 186 0.1 0.2 3.669 A

Exit 1 1 197 197 0.0 0.0 0.000 A

BEntry

11 C 367 851 0.431 369 0.7 0.6 7.322 A

2 A,D,B 358 851 0.420 361 0.5 0.6 7.275 A

2 1 (A,C,D,B) 723 724 0.0 0.1 0.622 A

Exit 1 1 443 443 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 241 1419 0.170 242 0.1 0.3 3.058 A

Exit 1 1 390 390 0.0 0.0 0.000 A

DEntry

11 A,B 75 652 0.115 75 0.1 0.1 6.167 A

2 C,D 6 652 0.009 6 0.0 0.0 5.896 A

2 1 (A,C,D,B) 81 81 0.0 0.0 0.676 A

Exit 1 1 208 208 0.0 0.0 0.000 A

90

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 186 1164 0.160 187 0.2 0.2 3.752 A

Exit 1 1 187 187 0.0 0.0 0.000 A

BEntry

11 C 364 849 0.428 365 0.6 0.6 7.404 A

2 A,D,B 345 849 0.406 343 0.6 0.8 7.262 A

2 1 (A,C,D,B) 708 708 0.1 0.0 0.568 A

Exit 1 1 449 449 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 247 1430 0.173 247 0.3 0.2 3.111 A

Exit 1 1 390 390 0.0 0.0 0.000 A

DEntry

11 A,B 72 651 0.111 72 0.1 0.2 6.139 A

2 C,D 6 651 0.009 6 0.0 0.0 5.405 A

2 1 (A,C,D,B) 79 79 0.0 0.0 0.857 A

Exit 1 1 196 196 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 151 1195 0.127 151 0.2 0.2 3.521 A

Exit 1 1 154 154 0.0 0.0 0.000 A

BEntry

11 C 304 850 0.357 303 0.6 0.6 6.386 A

2 A,D,B 281 850 0.331 281 0.8 0.6 6.646 A

2 1 (A,C,D,B) 584 585 0.0 0.0 0.299 A

Exit 1 1 360 360 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1471 0.131 193 0.2 0.1 2.885 A

Exit 1 1 325 325 0.0 0.0 0.000 A

DEntry

11 A,B 64 676 0.095 63 0.2 0.1 6.062 A

2 C,D 6 676 0.008 6 0.0 0.0 4.804 A

2 1 (A,C,D,B) 70 70 0.0 0.0 0.621 A

Exit 1 1 159 159 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 128 1216 0.105 127 0.2 0.2 3.368 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 261 851 0.306 259 0.6 0.5 5.743 A

2 A,D,B 239 851 0.281 240 0.6 0.3 6.029 A

2 1 (A,C,D,B) 500 500 0.0 0.0 0.064 A

Exit 1 1 301 301 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 162 1498 0.108 163 0.1 0.1 2.738 A

Exit 1 1 278 278 0.0 0.0 0.000 A

DEntry

11 A,B 53 690 0.077 52 0.1 0.2 5.961 A

2 C,D 5 690 0.008 5 0.0 0.0 5.480 A

2 1 (A,C,D,B) 59 59 0.0 0.0 0.433 A

Exit 1 1 132 132 0.0 0.0 0.000 A

91





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 168 100.000

B ONE HOUR ü 672 100.000

C ONE HOUR ü 523 100.000

D ONE HOUR ü 255 100.000


To

From

A B C D

A 0 152 12 4

B 121 0 481 70

C 45 472 0 6

D 10 223 22 0

Proportions

To

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.18 0.00 0.72 0.10

C 0.09 0.90 0.00 0.01

D 0.04 0.87 0.09 0.00

92


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 1 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.010 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 506 506

C 394 394

D 192 192

16:30-16:45

A 151 151

B 604 604

C 470 470

D 229 229

16:45-17:00

A 185 185

B 740 740

C 576 576

D 281 281

17:00-17:15

A 185 185

B 740 740

C 576 576

D 281 281

17:15-17:30

A 151 151

B 604 604

C 470 470

D 229 229

17:30-17:45

A 126 126

B 506 506

C 394 394

D 192 192

Results





A 5.07 0.3 A 155 232

B 10.64 2.0 B 618 927

C 3.97 0.7 A 477 716

D 12.64 1.1 B 234 351

93


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 132 33 534 133 130 0.0 0.1 3.745 A

B 497 124 29 497 638 0.0 0.9 6.614 A

C 387 97 141 386 385 0.0 0.4 2.980 A

D 193 48 469 195 58 0.0 0.4 7.876 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 152 38 654 152 153 0.1 0.2 4.447 A

B 601 150 35 603 770 0.9 1.2 7.839 A

C 475 119 172 477 465 0.4 0.4 3.368 A

D 229 57 576 230 73 0.4 0.6 9.362 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 185 46 780 184 199 0.2 0.3 4.909 A

B 739 185 40 745 924 1.2 2.0 10.353 B

C 567 142 228 565 557 0.4 0.7 3.824 A

D 280 70 699 280 94 0.6 1.1 12.641 B

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 178 44 787 177 197 0.3 0.3 5.071 A

B 748 187 42 753 921 2.0 1.8 10.642 B

C 573 143 222 574 574 0.7 0.5 3.970 A

D 282 70 704 280 92 1.1 1.0 12.414 B

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 160 40 642 161 166 0.3 0.2 4.436 A

B 604 151 38 605 764 1.8 1.3 8.048 A

C 469 117 181 468 462 0.5 0.4 3.468 A

D 229 57 576 231 73 1.0 0.6 9.755 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 121 30 539 121 135 0.2 0.2 3.998 A

B 520 130 29 514 632 1.3 1.4 6.879 A

C 392 98 154 395 389 0.4 0.3 3.173 A

D 189 47 485 189 64 0.6 0.4 7.705 A

94



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 132 1031 0.128 133 0.0 0.1 3.745 A

Exit 1 1 130 130 0.0 0.0 0.000 A

BEntry

11 C 358 850 0.422 359 0.0 0.7 6.882 A

2 A,D,B 139 850 0.164 138 0.0 0.2 5.262 A

2 1 (A,C,D,B) 497 497 0.0 0.0 0.161 A

Exit 1 1 638 638 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 387 1564 0.247 386 0.0 0.4 2.980 A

Exit 1 1 385 385 0.0 0.0 0.000 A

DEntry

11 A,B 177 630 0.280 178 0.0 0.3 5.755 A

2 C,D 17 630 0.027 17 0.0 0.0 5.573 A

2 1 (A,C,D,B) 193 194 0.0 0.1 2.139 A

Exit 1 1 58 58 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 152 966 0.157 152 0.1 0.2 4.447 A

Exit 1 1 153 153 0.0 0.0 0.000 A

BEntry

11 C 430 847 0.508 433 0.7 0.8 8.025 A

2 A,D,B 171 847 0.202 169 0.2 0.4 5.504 A

2 1 (A,C,D,B) 601 601 0.0 0.1 0.483 A

Exit 1 1 770 770 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 475 1543 0.308 477 0.4 0.4 3.368 A

Exit 1 1 465 465 0.0 0.0 0.000 A

DEntry

11 A,B 209 597 0.349 209 0.3 0.3 6.182 A

2 C,D 21 597 0.035 21 0.0 0.0 5.976 A

2 1 (A,C,D,B) 229 229 0.1 0.3 3.203 A

Exit 1 1 73 73 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 185 896 0.206 184 0.2 0.3 4.909 A

Exit 1 1 199 199 0.0 0.0 0.000 A

BEntry

11 C 521 846 0.616 522 0.8 1.5 9.548 A

2 A,D,B 222 846 0.262 223 0.4 0.3 6.007 A

2 1 (A,C,D,B) 739 742 0.1 0.2 1.793 A

Exit 1 1 924 924 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 567 1508 0.376 565 0.4 0.7 3.824 A

Exit 1 1 557 557 0.0 0.0 0.000 A

DEntry

11 A,B 261 559 0.467 259 0.3 0.6 6.703 A

2 C,D 21 559 0.038 21 0.0 0.0 5.893 A

2 1 (A,C,D,B) 280 282 0.3 0.5 5.995 A

Exit 1 1 94 94 0.0 0.0 0.000 A

95

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 178 893 0.199 177 0.3 0.3 5.071 A

Exit 1 1 197 197 0.0 0.0 0.000 A

BEntry

11 C 533 845 0.631 536 1.5 1.2 9.808 A

2 A,D,B 218 845 0.258 218 0.3 0.4 6.058 A

2 1 (A,C,D,B) 748 751 0.2 0.2 1.859 A

Exit 1 1 921 921 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 573 1511 0.379 574 0.7 0.5 3.970 A

Exit 1 1 574 574 0.0 0.0 0.000 A

DEntry

11 A,B 256 558 0.459 255 0.6 0.4 6.595 A

2 C,D 25 558 0.045 25 0.0 0.1 6.265 A

2 1 (A,C,D,B) 282 281 0.5 0.5 5.854 A

Exit 1 1 92 92 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 160 972 0.164 161 0.3 0.2 4.436 A

Exit 1 1 166 166 0.0 0.0 0.000 A

BEntry

11 C 427 846 0.505 428 1.2 1.0 8.262 A

2 A,D,B 177 846 0.210 178 0.4 0.3 5.593 A

2 1 (A,C,D,B) 604 605 0.2 0.0 0.526 A

Exit 1 1 764 764 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 469 1538 0.305 468 0.5 0.4 3.468 A

Exit 1 1 462 462 0.0 0.0 0.000 A

DEntry

11 A,B 209 597 0.351 210 0.4 0.4 6.363 A

2 C,D 21 597 0.036 22 0.1 0.0 5.932 A

2 1 (A,C,D,B) 229 231 0.5 0.2 3.435 A

Exit 1 1 73 73 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 121 1029 0.118 121 0.2 0.2 3.998 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 368 849 0.433 364 1.0 1.0 6.929 A

2 A,D,B 151 849 0.178 150 0.3 0.3 5.604 A

2 1 (A,C,D,B) 520 519 0.0 0.1 0.317 A

Exit 1 1 632 632 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 392 1555 0.252 395 0.4 0.3 3.173 A

Exit 1 1 389 389 0.0 0.0 0.000 A

DEntry

11 A,B 174 625 0.279 175 0.4 0.3 5.841 A

2 C,D 14 625 0.023 14 0.0 0.0 5.443 A

2 1 (A,C,D,B) 189 189 0.2 0.1 1.903 A

Exit 1 1 64 64 0.0 0.0 0.000 A

96





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D19 2032 Dev AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 171 100.000

B ONE HOUR ü 978 100.000

C ONE HOUR ü 247 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 659 160

C 16 215 0 16

D 4 65 6 0

Proportions

To

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.16 0.00 0.67 0.16

C 0.06 0.87 0.00 0.06

D 0.05 0.87 0.08 0.00

97


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 736 736

C 186 186

D 56 56

08:00-08:15

A 154 154

B 879 879

C 222 222

D 67 67

08:15-08:30

A 188 188

B 1077 1077

C 272 272

D 83 83

08:30-08:45

A 188 188

B 1077 1077

C 272 272

D 83 83

08:45-09:00

A 154 154

B 879 879

C 222 222

D 67 67

09:00-09:15

A 129 129

B 736 736

C 186 186

D 56 56

Results





A 3.75 0.2 A 158 237

B 32.13 9.3 D 891 1336

C 3.25 0.3 A 227 341

D 7.12 0.2 A 70 105

98


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 128 32 220 129 130 0.0 0.1 3.318 A

B 732 183 19 733 330 0.0 1.9 9.235 A

C 187 47 238 187 514 0.0 0.2 2.752 A

D 59 15 291 59 134 0.0 0.1 6.065 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 159 40 260 158 156 0.1 0.2 3.531 A

B 878 219 23 877 395 1.9 3.3 12.509 B

C 219 55 285 218 615 0.2 0.2 2.910 A

D 70 18 345 71 157 0.1 0.1 6.461 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 188 47 320 187 198 0.2 0.2 3.691 A

B 1067 267 29 1074 478 3.3 9.0 26.163 D

C 274 68 360 273 743 0.2 0.2 3.147 A

D 83 21 435 83 199 0.1 0.2 7.122 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 190 48 321 190 195 0.2 0.2 3.750 A

B 1067 267 30 1081 481 9.0 9.3 32.127 D

C 273 68 359 273 753 0.2 0.3 3.248 A

D 83 21 433 84 198 0.2 0.1 7.021 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 153 38 260 153 155 0.2 0.1 3.479 A

B 865 216 21 868 392 9.3 2.9 15.965 C

C 223 56 288 223 601 0.3 0.1 2.938 A

D 69 17 347 68 164 0.1 0.2 6.781 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 129 32 221 129 129 0.1 0.1 3.350 A

B 736 184 19 733 331 2.9 2.1 9.425 A

C 188 47 238 189 514 0.1 0.1 2.783 A

D 55 14 295 55 132 0.2 0.1 6.274 A

99



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 128 1203 0.107 129 0.0 0.1 3.318 A

Exit 1 1 130 130 0.0 0.0 0.000 A

BEntry

11 C 497 853 0.583 497 0.0 1.3 8.963 A

2 A,D,B 236 853 0.277 236 0.0 0.5 6.005 A

2 1 (A,C,D,B) 732 733 0.0 0.2 1.217 A

Exit 1 1 330 330 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 187 1501 0.125 187 0.0 0.2 2.752 A

Exit 1 1 514 514 0.0 0.0 0.000 A

DEntry

11 A,B 55 685 0.080 55 0.0 0.1 5.819 A

2 C,D 5 685 0.007 5 0.0 0.0 4.561 A

2 1 (A,C,D,B) 59 59 0.0 0.0 0.345 A

Exit 1 1 134 134 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 159 1182 0.135 158 0.1 0.2 3.531 A

Exit 1 1 156 156 0.0 0.0 0.000 A

BEntry

11 C 595 851 0.699 595 1.3 1.7 10.499 B

2 A,D,B 282 851 0.331 281 0.5 0.5 6.599 A

2 1 (A,C,D,B) 878 877 0.2 1.1 3.232 A

Exit 1 1 395 395 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 219 1471 0.149 218 0.2 0.2 2.910 A

Exit 1 1 615 615 0.0 0.0 0.000 A

DEntry

11 A,B 66 668 0.099 66 0.1 0.1 5.906 A

2 C,D 5 668 0.007 5 0.0 0.0 5.691 A

2 1 (A,C,D,B) 70 70 0.0 0.0 0.581 A

Exit 1 1 157 157 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 188 1149 0.163 187 0.2 0.2 3.691 A

Exit 1 1 198 198 0.0 0.0 0.000 A

BEntry

11 C 719 849 0.846 719 1.7 2.7 12.970 B

2 A,D,B 354 849 0.416 355 0.5 0.7 7.544 A

2 1 (A,C,D,B) 1067 1072 1.1 5.6 14.905 B

Exit 1 1 478 478 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 274 1422 0.192 273 0.2 0.2 3.147 A

Exit 1 1 743 743 0.0 0.0 0.000 A

DEntry

11 A,B 76 641 0.118 76 0.1 0.1 6.285 A

2 C,D 7 641 0.011 7 0.0 0.0 5.629 A

2 1 (A,C,D,B) 83 83 0.0 0.0 0.898 A

Exit 1 1 199 199 0.0 0.0 0.000 A

100

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 190 1148 0.166 190 0.2 0.2 3.750 A

Exit 1 1 195 195 0.0 0.0 0.000 A

BEntry

11 C 726 849 0.855 728 2.7 2.7 13.705 B

2 A,D,B 353 849 0.416 354 0.7 0.7 7.913 A

2 1 (A,C,D,B) 1067 1078 5.6 5.9 20.289 C

Exit 1 1 481 481 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 273 1423 0.192 273 0.2 0.3 3.248 A

Exit 1 1 753 753 0.0 0.0 0.000 A

DEntry

11 A,B 75 641 0.117 75 0.1 0.1 6.357 A

2 C,D 8 641 0.013 8 0.0 0.0 5.708 A

2 1 (A,C,D,B) 83 83 0.0 0.0 0.727 A

Exit 1 1 198 198 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 1182 0.129 153 0.2 0.1 3.479 A

Exit 1 1 155 155 0.0 0.0 0.000 A

BEntry

11 C 582 852 0.683 583 2.7 1.6 11.087 B

2 A,D,B 285 852 0.334 285 0.7 0.5 6.822 A

2 1 (A,C,D,B) 865 866 5.9 0.7 6.339 A

Exit 1 1 392 392 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 223 1469 0.152 223 0.3 0.1 2.938 A

Exit 1 1 601 601 0.0 0.0 0.000 A

DEntry

11 A,B 63 667 0.095 63 0.1 0.1 6.195 A

2 C,D 5 667 0.008 5 0.0 0.0 5.279 A

2 1 (A,C,D,B) 69 69 0.0 0.0 0.667 A

Exit 1 1 164 164 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 1203 0.107 129 0.1 0.1 3.350 A

Exit 1 1 129 129 0.0 0.0 0.000 A

BEntry

11 C 499 853 0.585 499 1.6 1.3 9.016 A

2 A,D,B 235 853 0.276 235 0.5 0.4 6.116 A

2 1 (A,C,D,B) 736 734 0.7 0.3 1.356 A

Exit 1 1 331 331 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 188 1501 0.125 189 0.1 0.1 2.783 A

Exit 1 1 514 514 0.0 0.0 0.000 A

DEntry

11 A,B 51 684 0.074 51 0.1 0.1 5.974 A

2 C,D 4 684 0.006 4 0.0 0.0 4.607 A

2 1 (A,C,D,B) 55 55 0.0 0.0 0.426 A

Exit 1 1 132 132 0.0 0.0 0.000 A

101





Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D20 2032 Dev PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 168 100.000

B ONE HOUR ü 707 100.000

C ONE HOUR ü 871 100.000

D ONE HOUR ü 255 100.000


To

From

A B C D

A 0 152 12 4

B 121 0 516 70

C 45 820 0 6

D 10 223 22 0

Proportions

To

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.94 0.00 0.01

D 0.04 0.87 0.09 0.00

102


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 532 532

C 656 656

D 192 192

16:30-16:45

A 151 151

B 636 636

C 783 783

D 229 229

16:45-17:00

A 185 185

B 778 778

C 959 959

D 281 281

17:00-17:15

A 185 185

B 778 778

C 959 959

D 281 281

17:15-17:30

A 151 151

B 636 636

C 783 783

D 229 229

17:30-17:45

A 126 126

B 532 532

C 656 656

D 192 192

Results





A 7.68 0.4 A 153 229

B 12.03 2.3 B 651 976

C 6.35 1.9 A 795 1193

D 20.50 1.6 C 232 348

103


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 125 31 795 124 132 0.0 0.2 4.329 A

B 535 134 27 539 892 0.0 0.7 7.249 A

C 650 162 147 649 419 0.0 0.8 3.885 A

D 191 48 737 190 60 0.0 0.5 9.547 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 152 38 962 152 160 0.2 0.2 5.258 A

B 631 158 35 633 1079 0.7 1.4 8.771 A

C 789 197 169 787 498 0.8 1.0 4.708 A

D 232 58 888 233 69 0.5 0.8 13.337 B

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 181 45 1162 181 193 0.2 0.4 6.982 A

B 777 194 44 783 1298 1.4 2.3 12.031 B

C 946 236 218 946 609 1.0 1.5 6.164 A

D 272 68 1075 279 89 0.8 1.2 18.832 C

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 183 46 1168 183 195 0.4 0.3 7.682 A

B 776 194 41 781 1310 2.3 2.1 11.729 B

C 963 241 218 959 604 1.5 1.9 6.351 A

D 279 70 1086 276 91 1.2 1.6 20.496 C

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 146 36 950 146 164 0.3 0.2 5.602 A

B 648 162 32 654 1063 2.1 1.4 9.061 A

C 778 194 185 777 501 1.9 1.0 4.778 A

D 227 57 887 226 75 1.6 0.8 13.720 B

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 130 32 794 130 127 0.2 0.2 4.802 A

B 538 135 29 542 895 1.4 0.9 7.114 A

C 645 161 147 648 424 1.0 0.6 4.094 A

D 190 47 731 190 63 0.8 0.5 9.846 A

104



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 125 888 0.140 124 0.0 0.2 4.329 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 391 850 0.460 395 0.0 0.5 7.408 A

2 A,D,B 144 850 0.170 145 0.0 0.2 5.454 A

2 1 (A,C,D,B) 535 535 0.0 0.0 0.358 A

Exit 1 1 892 892 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 650 1559 0.417 649 0.0 0.8 3.885 A

Exit 1 1 419 419 0.0 0.0 0.000 A

DEntry

11 A,B 175 548 0.319 174 0.0 0.3 6.597 A

2 C,D 16 548 0.030 16 0.0 0.0 6.034 A

2 1 (A,C,D,B) 191 191 0.0 0.2 2.989 A

Exit 1 1 60 60 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 152 797 0.191 152 0.2 0.2 5.258 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 465 847 0.548 467 0.5 1.0 8.557 A

2 A,D,B 166 847 0.196 166 0.2 0.3 5.844 A

2 1 (A,C,D,B) 631 631 0.0 0.2 0.904 A

Exit 1 1 1079 1079 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 789 1545 0.511 787 0.8 1.0 4.708 A

Exit 1 1 498 498 0.0 0.0 0.000 A

DEntry

11 A,B 213 501 0.424 213 0.3 0.5 7.509 A

2 C,D 21 501 0.041 21 0.0 0.0 6.968 A

2 1 (A,C,D,B) 232 233 0.2 0.3 5.895 A

Exit 1 1 69 69 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 181 687 0.264 181 0.2 0.4 6.982 A

Exit 1 1 193 193 0.0 0.0 0.000 A

BEntry

11 C 568 844 0.673 570 1.0 1.6 10.226 B

2 A,D,B 215 844 0.254 213 0.3 0.4 6.073 A

2 1 (A,C,D,B) 777 782 0.2 0.3 2.869 A

Exit 1 1 1298 1298 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 946 1514 0.625 946 1.0 1.5 6.164 A

Exit 1 1 609 609 0.0 0.0 0.000 A

DEntry

11 A,B 251 443 0.566 252 0.5 0.5 8.223 A

2 C,D 27 443 0.060 27 0.0 0.0 7.937 A

2 1 (A,C,D,B) 272 278 0.3 0.7 10.613 B

Exit 1 1 89 89 0.0 0.0 0.000 A

105

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 183 684 0.267 183 0.4 0.3 7.682 A

Exit 1 1 195 195 0.0 0.0 0.000 A

BEntry

11 C 563 846 0.666 567 1.6 1.4 10.180 B

2 A,D,B 216 846 0.255 214 0.4 0.4 6.077 A

2 1 (A,C,D,B) 776 779 0.3 0.4 2.617 A

Exit 1 1 1310 1310 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 963 1514 0.636 959 1.5 1.9 6.351 A

Exit 1 1 604 604 0.0 0.0 0.000 A

DEntry

11 A,B 253 440 0.576 253 0.5 0.6 8.463 A

2 C,D 23 440 0.053 23 0.0 0.1 7.932 A

2 1 (A,C,D,B) 279 277 0.7 0.9 12.102 B

Exit 1 1 91 91 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 146 803 0.181 146 0.3 0.2 5.602 A

Exit 1 1 164 164 0.0 0.0 0.000 A

BEntry

11 C 468 848 0.551 472 1.4 1.1 8.725 A

2 A,D,B 181 848 0.214 182 0.4 0.2 5.760 A

2 1 (A,C,D,B) 648 649 0.4 0.1 1.125 A

Exit 1 1 1063 1063 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 778 1535 0.507 777 1.9 1.0 4.778 A

Exit 1 1 501 501 0.0 0.0 0.000 A

DEntry

11 A,B 209 501 0.417 207 0.6 0.5 7.658 A

2 C,D 19 501 0.039 19 0.1 0.1 7.706 A

2 1 (A,C,D,B) 227 228 0.9 0.3 6.060 A

Exit 1 1 75 75 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 130 889 0.146 130 0.2 0.2 4.802 A

Exit 1 1 127 127 0.0 0.0 0.000 A

BEntry

11 C 397 849 0.468 398 1.1 0.7 7.325 A

2 A,D,B 142 849 0.168 144 0.2 0.2 5.318 A

2 1 (A,C,D,B) 538 539 0.1 0.0 0.318 A

Exit 1 1 895 895 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 645 1560 0.414 648 1.0 0.6 4.094 A

Exit 1 1 424 424 0.0 0.0 0.000 A

DEntry

11 A,B 173 549 0.315 173 0.5 0.3 6.872 A

2 C,D 16 549 0.030 17 0.1 0.0 6.837 A

2 1 (A,C,D,B) 190 189 0.3 0.2 2.983 A

Exit 1 1 63 63 0.0 0.0 0.000 A

106





Junction Network


1 untitled Standard Roundabout A,B,C,D 39.44 E


Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 171 100.000

B ONE HOUR ü 1042 100.000

C ONE HOUR ü 254 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 723 160

C 16 222 0 16

D 4 65 6 0

Proportions

To

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.15 0.00 0.69 0.15

C 0.06 0.87 0.00 0.06

D 0.05 0.87 0.08 0.00

107


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 784 784

C 191 191

D 56 56

08:00-08:15

A 154 154

B 937 937

C 228 228

D 67 67

08:15-08:30

A 188 188

B 1147 1147

C 280 280

D 83 83

08:30-08:45

A 188 188

B 1147 1147

C 280 280

D 83 83

08:45-09:00

A 154 154

B 937 937

C 228 228

D 67 67

09:00-09:15

A 129 129

B 784 784

C 191 191

D 56 56

Results





A 3.79 0.2 A 157 236

B 56.48 18.3 F 956 1434

C 3.21 0.3 A 234 351

D 7.33 0.2 A 68 102

108


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 130 33 223 130 133 0.0 0.1 3.322 A

B 782 196 19 779 334 0.0 2.2 10.237 B

C 192 48 244 192 554 0.0 0.2 2.712 A

D 56 14 300 56 136 0.0 0.1 6.527 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 156 39 267 156 160 0.1 0.2 3.509 A

B 940 235 23 936 400 2.2 4.8 16.346 C

C 230 58 291 231 667 0.2 0.2 2.878 A

D 66 17 361 66 161 0.1 0.1 6.483 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 186 46 325 187 193 0.2 0.2 3.785 A

B 1152 288 30 1130 482 4.8 16.4 40.934 E

C 278 69 351 278 809 0.2 0.3 3.170 A

D 84 21 435 84 194 0.1 0.2 7.009 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 188 47 331 187 191 0.2 0.2 3.744 A

B 1138 284 28 1139 490 16.4 18.3 56.477 F

C 282 70 355 282 812 0.3 0.2 3.206 A

D 83 21 439 83 198 0.2 0.1 7.329 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 154 39 267 154 158 0.2 0.2 3.563 A

B 943 236 24 954 398 18.3 6.0 32.005 D

C 230 58 293 231 685 0.2 0.2 3.004 A

D 64 16 361 65 163 0.1 0.1 6.694 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 129 32 223 129 133 0.2 0.1 3.405 A

B 780 195 19 782 334 6.0 2.3 12.485 B

C 193 48 240 193 560 0.2 0.1 2.809 A

D 57 14 300 56 133 0.1 0.1 6.587 A

109



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 130 1202 0.108 130 0.0 0.1 3.322 A

Exit 1 1 133 133 0.0 0.0 0.000 A

BEntry

11 C 540 852 0.634 538 0.0 1.4 9.503 A

2 A,D,B 241 852 0.282 241 0.0 0.4 6.121 A

2 1 (A,C,D,B) 782 781 0.0 0.4 1.749 A

Exit 1 1 334 334 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1497 0.128 192 0.0 0.2 2.712 A

Exit 1 1 554 554 0.0 0.0 0.000 A

DEntry

11 A,B 51 682 0.075 51 0.0 0.1 6.051 A

2 C,D 4 682 0.007 4 0.0 0.0 5.100 A

2 1 (A,C,D,B) 56 56 0.0 0.0 0.567 A

Exit 1 1 136 136 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 156 1178 0.133 156 0.1 0.2 3.509 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 651 851 0.765 648 1.4 2.3 11.582 B

2 A,D,B 288 851 0.339 287 0.4 0.6 6.822 A

2 1 (A,C,D,B) 940 940 0.4 1.9 6.169 A

Exit 1 1 400 400 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 230 1467 0.157 231 0.2 0.2 2.878 A

Exit 1 1 667 667 0.0 0.0 0.000 A

DEntry

11 A,B 61 663 0.093 62 0.1 0.1 5.950 A

2 C,D 5 663 0.007 5 0.0 0.0 5.498 A

2 1 (A,C,D,B) 66 66 0.0 0.0 0.573 A

Exit 1 1 161 161 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 186 1146 0.162 187 0.2 0.2 3.785 A

Exit 1 1 193 193 0.0 0.0 0.000 A

BEntry

11 C 785 849 0.925 784 2.3 3.3 14.429 B

2 A,D,B 347 849 0.408 347 0.6 0.7 7.668 A

2 1 (A,C,D,B) 1152 1132 1.9 12.4 28.499 D

Exit 1 1 482 482 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 278 1428 0.195 278 0.2 0.3 3.170 A

Exit 1 1 809 809 0.0 0.0 0.000 A

DEntry

11 A,B 77 641 0.120 77 0.1 0.2 6.328 A

2 C,D 7 641 0.011 7 0.0 0.0 5.423 A

2 1 (A,C,D,B) 84 84 0.0 0.0 0.760 A

Exit 1 1 194 194 0.0 0.0 0.000 A

110

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 188 1143 0.164 187 0.2 0.2 3.744 A

Exit 1 1 191 191 0.0 0.0 0.000 A

BEntry

11 C 787 850 0.926 788 3.3 3.2 14.838 B

2 A,D,B 351 850 0.413 351 0.7 0.7 7.958 A

2 1 (A,C,D,B) 1138 1138 12.4 14.4 43.715 E

Exit 1 1 490 490 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 282 1426 0.198 282 0.3 0.2 3.206 A

Exit 1 1 812 812 0.0 0.0 0.000 A

DEntry

11 A,B 77 639 0.120 77 0.2 0.1 6.500 A

2 C,D 6 639 0.010 6 0.0 0.0 5.347 A

2 1 (A,C,D,B) 83 83 0.0 0.0 0.935 A

Exit 1 1 198 198 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 154 1178 0.131 154 0.2 0.2 3.563 A

Exit 1 1 158 158 0.0 0.0 0.000 A

BEntry

11 C 661 851 0.777 664 3.2 2.2 13.037 B

2 A,D,B 290 851 0.341 290 0.7 0.5 7.226 A

2 1 (A,C,D,B) 943 952 14.4 3.3 20.832 C

Exit 1 1 398 398 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 230 1466 0.157 231 0.2 0.2 3.004 A

Exit 1 1 685 685 0.0 0.0 0.000 A

DEntry

11 A,B 58 663 0.088 59 0.1 0.1 6.145 A

2 C,D 6 663 0.009 6 0.0 0.0 5.576 A

2 1 (A,C,D,B) 64 64 0.0 0.0 0.604 A

Exit 1 1 163 163 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 1202 0.107 129 0.2 0.1 3.405 A

Exit 1 1 133 133 0.0 0.0 0.000 A

BEntry

11 C 545 853 0.639 544 2.2 1.5 10.057 B

2 A,D,B 237 853 0.278 238 0.5 0.4 5.995 A

2 1 (A,C,D,B) 780 782 3.3 0.4 3.738 A

Exit 1 1 334 334 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 193 1500 0.128 193 0.2 0.1 2.809 A

Exit 1 1 560 560 0.0 0.0 0.000 A

DEntry

11 A,B 52 682 0.077 52 0.1 0.1 6.186 A

2 C,D 4 682 0.006 4 0.0 0.0 4.570 A

2 1 (A,C,D,B) 57 57 0.0 0.0 0.550 A

Exit 1 1 133 133 0.0 0.0 0.000 A

111





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 168 100.000

B ONE HOUR ü 714 100.000

C ONE HOUR ü 941 100.000

D ONE HOUR ü 255 100.000


To

From

A B C D

A 0 152 12 4

B 121 0 523 70

C 45 890 0 6

D 10 223 22 0

Proportions

To

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

112


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 538 538

C 708 708

D 192 192

16:30-16:45

A 151 151

B 642 642

C 846 846

D 229 229

16:45-17:00

A 185 185

B 786 786

C 1036 1036

D 281 281

17:00-17:15

A 185 185

B 786 786

C 1036 1036

D 281 281

17:15-17:30

A 151 151

B 642 642

C 846 846

D 229 229

17:30-17:45

A 126 126

B 538 538

C 708 708

D 192 192

Results





A 8.28 0.5 A 154 232

B 12.37 2.9 B 657 986

C 7.58 2.0 A 860 1291

D 25.35 2.1 D 236 354

113


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 129 32 857 129 132 0.0 0.2 4.570 A

B 544 136 28 543 958 0.0 1.2 7.349 A

C 711 178 147 711 424 0.0 0.8 4.098 A

D 193 48 796 193 62 0.0 0.5 9.475 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 150 38 1012 151 160 0.2 0.3 5.784 A

B 645 161 33 647 1130 1.2 1.5 8.795 A

C 835 209 180 836 500 0.8 1.2 5.160 A

D 231 58 942 230 73 0.5 0.9 13.513 B

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 182 46 1253 182 190 0.3 0.4 7.552 A

B 788 197 40 780 1394 1.5 2.9 12.287 B

C 1028 257 212 1029 608 1.2 1.9 7.285 A

D 288 72 1154 289 87 0.9 2.1 23.578 C

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 190 47 1253 190 193 0.4 0.5 8.280 A

B 776 194 42 778 1400 2.9 2.3 12.373 B

C 1032 258 209 1037 611 1.9 2.0 7.579 A

D 278 70 1163 283 83 2.1 1.7 25.348 D

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 153 38 1022 153 158 0.5 0.2 6.240 A

B 648 162 34 646 1141 2.3 1.7 8.989 A

C 849 212 177 850 503 2.0 1.1 5.284 A

D 229 57 952 228 76 1.7 1.0 15.300 C

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 122 31 858 123 139 0.2 0.1 5.012 A

B 543 136 30 541 951 1.7 1.3 7.277 A

C 708 177 153 708 418 1.1 1.0 4.206 A

D 196 49 801 195 59 1.0 0.5 11.228 B

114



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 854 0.151 129 0.0 0.2 4.570 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 399 850 0.470 399 0.0 0.9 7.570 A

2 A,D,B 145 850 0.170 144 0.0 0.3 5.341 A

2 1 (A,C,D,B) 544 544 0.0 0.1 0.358 A

Exit 1 1 958 958 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 711 1560 0.456 711 0.0 0.8 4.098 A

Exit 1 1 424 424 0.0 0.0 0.000 A

DEntry

11 A,B 176 529 0.333 177 0.0 0.3 6.653 A

2 C,D 16 529 0.031 16 0.0 0.0 6.574 A

2 1 (A,C,D,B) 193 193 0.0 0.2 2.829 A

Exit 1 1 62 62 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 150 769 0.196 151 0.2 0.3 5.784 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 470 848 0.554 471 0.9 1.1 8.685 A

2 A,D,B 176 848 0.208 176 0.3 0.3 5.755 A

2 1 (A,C,D,B) 645 646 0.1 0.1 0.868 A

Exit 1 1 1130 1130 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 835 1539 0.543 836 0.8 1.2 5.160 A

Exit 1 1 500 500 0.0 0.0 0.000 A

DEntry

11 A,B 212 484 0.439 212 0.3 0.5 7.734 A

2 C,D 18 484 0.037 18 0.0 0.0 7.292 A

2 1 (A,C,D,B) 231 231 0.2 0.4 5.819 A

Exit 1 1 73 73 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 182 637 0.286 182 0.3 0.4 7.552 A

Exit 1 1 190 190 0.0 0.0 0.000 A

BEntry

11 C 574 846 0.679 572 1.1 1.7 10.392 B

2 A,D,B 209 846 0.247 208 0.3 0.3 5.948 A

2 1 (A,C,D,B) 788 782 0.1 0.8 3.020 A

Exit 1 1 1394 1394 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1028 1518 0.677 1029 1.2 1.9 7.285 A

Exit 1 1 608 608 0.0 0.0 0.000 A

DEntry

11 A,B 265 419 0.633 265 0.5 0.7 8.913 A

2 C,D 24 419 0.056 24 0.0 0.1 8.514 A

2 1 (A,C,D,B) 288 289 0.4 1.4 14.665 B

Exit 1 1 87 87 0.0 0.0 0.000 A

115

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 190 637 0.298 190 0.4 0.5 8.280 A

Exit 1 1 193 193 0.0 0.0 0.000 A

BEntry

11 C 573 845 0.678 573 1.7 1.5 10.484 B

2 A,D,B 204 845 0.242 205 0.3 0.3 6.053 A

2 1 (A,C,D,B) 776 777 0.8 0.5 3.033 A

Exit 1 1 1400 1400 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1032 1520 0.679 1037 1.9 2.0 7.579 A

Exit 1 1 611 611 0.0 0.0 0.000 A

DEntry

11 A,B 258 416 0.619 259 0.7 0.6 8.991 A

2 C,D 24 416 0.059 24 0.1 0.1 8.663 A

2 1 (A,C,D,B) 278 282 1.4 1.1 16.404 C

Exit 1 1 83 83 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 764 0.200 153 0.5 0.2 6.240 A

Exit 1 1 158 158 0.0 0.0 0.000 A

BEntry

11 C 473 848 0.558 473 1.5 1.2 8.753 A

2 A,D,B 174 848 0.205 173 0.3 0.3 5.571 A

2 1 (A,C,D,B) 648 647 0.5 0.2 1.073 A

Exit 1 1 1141 1141 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 849 1540 0.551 850 2.0 1.1 5.284 A

Exit 1 1 503 503 0.0 0.0 0.000 A

DEntry

11 A,B 209 481 0.434 209 0.6 0.5 8.047 A

2 C,D 19 481 0.039 19 0.1 0.0 7.608 A

2 1 (A,C,D,B) 229 227 1.1 0.4 7.309 A

Exit 1 1 76 76 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 122 854 0.143 123 0.2 0.1 5.012 A

Exit 1 1 139 139 0.0 0.0 0.000 A

BEntry

11 C 393 849 0.463 391 1.2 1.0 7.500 A

2 A,D,B 150 849 0.176 150 0.3 0.3 5.352 A

2 1 (A,C,D,B) 543 543 0.2 0.1 0.349 A

Exit 1 1 951 951 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 708 1556 0.455 708 1.1 1.0 4.206 A

Exit 1 1 418 418 0.0 0.0 0.000 A

DEntry

11 A,B 177 528 0.336 177 0.5 0.3 7.181 A

2 C,D 18 528 0.034 18 0.0 0.0 6.877 A

2 1 (A,C,D,B) 196 195 0.4 0.2 4.095 A

Exit 1 1 59 59 0.0 0.0 0.000 A

116





Junction Network


1 untitled Standard Roundabout A,B,C,D 104.69 F


Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 171 100.000

B ONE HOUR ü 1138 100.000

C ONE HOUR ü 263 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 819 160

C 16 231 0 16

D 4 65 6 0

Proportions

To

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.14 0.00 0.72 0.14

C 0.06 0.88 0.00 0.06

D 0.05 0.87 0.08 0.00

117


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 857 857

C 198 198

D 56 56

08:00-08:15

A 154 154

B 1023 1023

C 236 236

D 67 67

08:15-08:30

A 188 188

B 1253 1253

C 290 290

D 83 83

08:30-08:45

A 188 188

B 1253 1253

C 290 290

D 83 83

08:45-09:00

A 154 154

B 1023 1023

C 236 236

D 67 67

09:00-09:15

A 129 129

B 857 857

C 198 198

D 56 56

Results





A 3.85 0.2 A 159 238

B 149.88 58.7 F 1045 1568

C 3.14 0.3 A 241 362

D 7.24 0.2 A 69 104

118


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 127 32 227 127 130 0.0 0.1 3.469 A

B 856 214 18 850 336 0.0 4.0 13.205 B

C 195 49 237 196 631 0.0 0.1 2.692 A

D 56 14 302 56 131 0.0 0.1 6.276 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 161 40 276 161 160 0.1 0.1 3.613 A

B 1025 256 24 1019 413 4.0 8.7 27.121 D

C 238 59 289 237 754 0.1 0.3 2.961 A

D 69 17 367 69 159 0.1 0.1 6.672 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 189 47 334 189 183 0.1 0.2 3.854 A

B 1254 313 30 1161 493 8.7 35.9 75.243 F

C 285 71 335 286 856 0.3 0.2 3.095 A

D 82 21 434 83 186 0.1 0.2 7.235 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 193 48 343 193 182 0.2 0.2 3.783 A

B 1259 315 29 1158 507 35.9 58.7 147.296 F

C 293 73 334 294 853 0.2 0.2 3.143 A

D 86 21 440 86 188 0.2 0.2 6.993 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 156 39 276 157 170 0.2 0.1 3.692 A

B 1019 255 23 1109 409 58.7 35.3 149.885 F

C 238 60 317 238 815 0.2 0.2 3.045 A

D 66 16 379 67 176 0.2 0.1 6.909 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 126 32 228 126 139 0.1 0.1 3.276 A

B 860 215 19 916 335 35.3 7.9 60.375 F

C 198 49 259 198 676 0.2 0.1 2.784 A

D 57 14 311 56 146 0.1 0.1 6.218 A

119



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 127 1200 0.106 127 0.0 0.1 3.469 A

Exit 1 1 130 130 0.0 0.0 0.000 A

BEntry

11 C 616 853 0.722 616 0.0 2.0 10.804 B

2 A,D,B 235 853 0.276 235 0.0 0.5 6.093 A

2 1 (A,C,D,B) 856 851 0.0 1.5 3.671 A

Exit 1 1 336 336 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 195 1502 0.130 196 0.0 0.1 2.692 A

Exit 1 1 631 631 0.0 0.0 0.000 A

DEntry

11 A,B 51 681 0.075 51 0.0 0.1 5.882 A

2 C,D 4 681 0.006 4 0.0 0.0 4.928 A

2 1 (A,C,D,B) 56 56 0.0 0.0 0.476 A

Exit 1 1 131 131 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 161 1173 0.137 161 0.1 0.1 3.613 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 733 851 0.861 734 2.0 2.8 13.330 B

2 A,D,B 285 851 0.335 285 0.5 0.5 6.859 A

2 1 (A,C,D,B) 1025 1018 1.5 5.4 15.544 C

Exit 1 1 413 413 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 238 1468 0.162 237 0.1 0.3 2.961 A

Exit 1 1 754 754 0.0 0.0 0.000 A

DEntry

11 A,B 63 661 0.096 63 0.1 0.1 6.055 A

2 C,D 6 661 0.008 6 0.0 0.0 5.264 A

2 1 (A,C,D,B) 69 69 0.0 0.0 0.692 A

Exit 1 1 159 159 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 189 1141 0.166 189 0.1 0.2 3.854 A

Exit 1 1 183 183 0.0 0.0 0.000 A

BEntry

11 C 833 849 0.982 832 2.8 3.7 15.451 C

2 A,D,B 329 849 0.387 329 0.5 0.7 7.694 A

2 1 (A,C,D,B) 1254 1162 5.4 31.5 61.919 F

Exit 1 1 493 493 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 285 1439 0.198 286 0.3 0.2 3.095 A

Exit 1 1 856 856 0.0 0.0 0.000 A

DEntry

11 A,B 76 641 0.119 77 0.1 0.1 6.435 A

2 C,D 6 641 0.010 6 0.0 0.0 5.481 A

2 1 (A,C,D,B) 82 83 0.0 0.0 0.885 A

Exit 1 1 186 186 0.0 0.0 0.000 A

120

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 193 1136 0.170 193 0.2 0.2 3.783 A

Exit 1 1 182 182 0.0 0.0 0.000 A

BEntry

11 C 828 849 0.975 828 3.7 3.7 16.078 C

2 A,D,B 331 849 0.390 330 0.7 0.8 7.909 A

2 1 (A,C,D,B) 1259 1159 31.5 54.2 133.434 F

Exit 1 1 507 507 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 293 1439 0.204 294 0.2 0.2 3.143 A

Exit 1 1 853 853 0.0 0.0 0.000 A

DEntry

11 A,B 79 639 0.123 79 0.1 0.2 6.229 A

2 C,D 7 639 0.011 7 0.0 0.0 5.991 A

2 1 (A,C,D,B) 86 86 0.0 0.0 0.786 A

Exit 1 1 188 188 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 156 1173 0.133 157 0.2 0.1 3.692 A

Exit 1 1 170 170 0.0 0.0 0.000 A

BEntry

11 C 793 851 0.932 795 3.7 3.2 15.654 C

2 A,D,B 312 851 0.367 314 0.8 0.6 7.845 A

2 1 (A,C,D,B) 1019 1105 54.2 31.5 136.435 F

Exit 1 1 409 409 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 238 1450 0.164 238 0.2 0.2 3.045 A

Exit 1 1 815 815 0.0 0.0 0.000 A

DEntry

11 A,B 61 658 0.093 61 0.2 0.1 6.309 A

2 C,D 5 658 0.008 5 0.0 0.0 5.235 A

2 1 (A,C,D,B) 66 66 0.0 0.0 0.697 A

Exit 1 1 176 176 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 126 1199 0.105 126 0.1 0.1 3.276 A

Exit 1 1 139 139 0.0 0.0 0.000 A

BEntry

11 C 654 853 0.767 660 3.2 2.1 13.388 B

2 A,D,B 256 853 0.300 256 0.6 0.5 7.102 A

2 1 (A,C,D,B) 860 910 31.5 5.3 48.906 E

Exit 1 1 335 335 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 198 1487 0.133 198 0.2 0.1 2.784 A

Exit 1 1 676 676 0.0 0.0 0.000 A

DEntry

11 A,B 51 679 0.076 51 0.1 0.1 5.948 A

2 C,D 5 679 0.008 5 0.0 0.0 5.145 A

2 1 (A,C,D,B) 57 57 0.0 0.0 0.345 A

Exit 1 1 146 146 0.0 0.0 0.000 A

121





Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 168 100.000

B ONE HOUR ü 725 100.000

C ONE HOUR ü 1046 100.000

D ONE HOUR ü 255 100.000


To

From

A B C D

A 0 152 12 4

B 121 0 534 70

C 45 995 0 6

D 10 223 22 0

Proportions

To

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.74 0.10

C 0.04 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00

122


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 546 546

C 787 787

D 192 192

16:30-16:45

A 151 151

B 652 652

C 940 940

D 229 229

16:45-17:00

A 185 185

B 798 798

C 1152 1152

D 281 281

17:00-17:15

A 185 185

B 798 798

C 1152 1152

D 281 281

17:15-17:30

A 151 151

B 652 652

C 940 940

D 229 229

17:30-17:45

A 126 126

B 546 546

C 787 787

D 192 192

Results





A 9.55 0.5 A 153 230

B 12.96 3.0 B 664 995

C 9.99 3.2 A 959 1438

D 33.20 2.8 D 234 351

123


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 125 31 930 124 135 0.0 0.2 4.836 A

B 547 137 29 546 1025 0.0 1.1 7.412 A

C 784 196 149 783 426 0.0 1.0 4.498 A

D 194 49 872 194 61 0.0 0.7 10.491 B

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 151 38 1118 151 160 0.2 0.3 6.267 A

B 649 162 34 650 1236 1.1 1.6 9.007 A

C 943 236 177 943 507 1.0 1.6 5.909 A

D 230 58 1049 230 71 0.7 1.0 15.010 C

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 183 46 1361 183 188 0.3 0.5 8.912 A

B 792 198 41 791 1503 1.6 2.8 12.667 B

C 1142 286 209 1147 622 1.6 2.9 9.541 A

D 279 70 1270 279 87 1.0 2.4 27.738 D

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 186 47 1363 186 198 0.5 0.5 9.546 A

B 798 199 41 797 1508 2.8 3.0 12.965 B

C 1152 288 216 1155 621 2.9 3.2 9.989 A

D 279 70 1284 277 87 2.4 2.8 33.203 D

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 148 37 1119 148 154 0.5 0.3 7.008 A

B 649 162 34 648 1233 3.0 1.7 9.386 A

C 943 236 171 942 510 3.2 1.6 6.182 A

D 231 58 1042 231 71 2.8 1.0 18.722 C

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Startqueue(PCU)


A 127 32 935 127 133 0.3 0.2 5.515 A

B 547 137 29 546 1033 1.7 1.2 7.472 A

C 788 197 145 787 430 1.6 1.1 4.704 A

D 192 48 874 194 58 1.0 0.6 11.567 B

124



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 125 814 0.153 124 0.0 0.2 4.836 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 400 849 0.471 400 0.0 0.8 7.622 A

2 A,D,B 147 849 0.173 146 0.0 0.2 5.360 A

2 1 (A,C,D,B) 547 547 0.0 0.0 0.364 A

Exit 1 1 1025 1025 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 784 1558 0.503 783 0.0 1.0 4.498 A

Exit 1 1 426 426 0.0 0.0 0.000 A

DEntry

11 A,B 177 506 0.350 177 0.0 0.4 6.934 A

2 C,D 17 506 0.034 17 0.0 0.0 6.340 A

2 1 (A,C,D,B) 194 194 0.0 0.2 3.612 A

Exit 1 1 61 61 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 151 711 0.213 151 0.2 0.3 6.267 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 476 848 0.562 477 0.8 1.2 8.739 A

2 A,D,B 174 848 0.205 173 0.2 0.3 5.687 A

2 1 (A,C,D,B) 649 650 0.0 0.1 1.042 A

Exit 1 1 1236 1236 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 943 1540 0.612 943 1.0 1.6 5.909 A

Exit 1 1 507 507 0.0 0.0 0.000 A

DEntry

11 A,B 210 451 0.464 209 0.4 0.5 8.127 A

2 C,D 20 451 0.045 20 0.0 0.0 7.608 A

2 1 (A,C,D,B) 230 230 0.2 0.4 6.920 A

Exit 1 1 71 71 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 183 578 0.316 183 0.3 0.5 8.912 A

Exit 1 1 188 188 0.0 0.0 0.000 A

BEntry

11 C 586 845 0.693 585 1.2 1.7 10.577 B

2 A,D,B 206 845 0.243 205 0.3 0.3 6.039 A

2 1 (A,C,D,B) 792 791 0.1 0.8 3.224 A

Exit 1 1 1503 1503 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1142 1519 0.752 1147 1.6 2.9 9.541 A

Exit 1 1 622 622 0.0 0.0 0.000 A

DEntry

11 A,B 255 383 0.665 255 0.5 0.7 9.499 A

2 C,D 24 383 0.063 24 0.0 0.1 9.503 A

2 1 (A,C,D,B) 279 279 0.4 1.7 18.230 C

Exit 1 1 87 87 0.0 0.0 0.000 A

125

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 186 577 0.323 186 0.5 0.5 9.546 A

Exit 1 1 198 198 0.0 0.0 0.000 A

BEntry

11 C 585 845 0.692 584 1.7 1.8 10.742 B

2 A,D,B 211 845 0.250 212 0.3 0.3 6.189 A

2 1 (A,C,D,B) 798 796 0.8 0.9 3.379 A

Exit 1 1 1508 1508 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1152 1515 0.760 1155 2.9 3.2 9.989 A

Exit 1 1 621 621 0.0 0.0 0.000 A

DEntry

11 A,B 255 379 0.672 254 0.7 0.7 9.802 A

2 C,D 23 379 0.061 23 0.1 0.1 9.387 A

2 1 (A,C,D,B) 279 278 1.7 2.0 23.424 C

Exit 1 1 87 87 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 148 710 0.208 148 0.5 0.3 7.008 A

Exit 1 1 154 154 0.0 0.0 0.000 A

BEntry

11 C 480 848 0.566 480 1.8 1.2 9.010 A

2 A,D,B 169 848 0.199 168 0.3 0.3 5.666 A

2 1 (A,C,D,B) 649 649 0.9 0.2 1.248 A

Exit 1 1 1233 1233 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 943 1544 0.611 942 3.2 1.6 6.182 A

Exit 1 1 510 510 0.0 0.0 0.000 A

DEntry

11 A,B 211 454 0.464 211 0.7 0.5 8.725 A

2 C,D 20 454 0.044 20 0.1 0.0 8.344 A

2 1 (A,C,D,B) 231 231 2.0 0.4 10.082 B

Exit 1 1 71 71 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 127 812 0.157 127 0.3 0.2 5.515 A

Exit 1 1 133 133 0.0 0.0 0.000 A

BEntry

11 C 403 849 0.475 404 1.2 0.9 7.658 A

2 A,D,B 143 849 0.168 143 0.3 0.2 5.370 A

2 1 (A,C,D,B) 547 546 0.2 0.1 0.409 A

Exit 1 1 1033 1033 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 788 1561 0.505 787 1.6 1.1 4.704 A

Exit 1 1 430 430 0.0 0.0 0.000 A

DEntry

11 A,B 176 505 0.348 176 0.5 0.4 7.489 A

2 C,D 17 505 0.035 17 0.0 0.0 7.275 A

2 1 (A,C,D,B) 192 193 0.4 0.2 4.108 A

Exit 1 1 58 58 0.0 0.0 0.000 A

1

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.1.4646 []© Copyright TRL Limited, 2017

For sales and distribution information, program advice and maintenance, contact TRL:Tel: +44 (0)1344 770758 email: [email protected] Web: http://www.trlsoftware.co.uk

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

Filename: L_Drive_ASDA Rbt - Updated V6 -Option1.j9Path: P:\Southampton\ITW\Projects\361662 Velindre\05 Calculations\ARCADY\LongwoodDrive_ASDA Roundabout\Revised Layout Test 2\TEMPRO 7.1\2022_2032Report generation date: 13/01/2017 14:54:57

Summary of junction performance

AM PMQueue (PCU) Delay (s) RFC LOS Queue (PCU) Delay (s) RFC LOS


Arm B 0.5 3.35 A 0.7 3.52 A

Arm C 0.1 2.43 A 0.4 2.72 A

Arm D 0.1 2.92 A 0.2 3.49 A


Arm B 1.1 4.25 A 0.6 3.62 A

Arm C 0.2 2.46 A 0.8 3.53 A

Arm D 0.1 2.93 A 0.3 4.32 A


Arm B 1.0 4.31 A 0.6 3.62 A

Arm C 0.1 2.48 A 0.8 3.79 A

Arm D 0.1 3.03 A 0.4 4.60 A


Arm B 1.2 4.78 A 0.5 3.63 A

Arm C 0.2 2.51 A 1.0 4.21 A

Arm D 0.1 3.08 A 0.3 4.96 A


Arm B 0.7 3.35 A 0.7 3.71 A

Arm C 0.2 2.51 A 0.5 2.86 A

Arm D 0.1 3.04 A 0.4 3.66 A


Arm B 1.3 4.51 A 0.8 3.81 A

Arm C 0.2 2.47 A 0.8 3.99 A

2

Arm D 0.1 3.17 A 0.3 4.69 A


Arm B 1.6 4.78 A 1.0 3.97 A

Arm C 0.2 2.54 A 1.1 4.36 A

Arm D 0.1 3.13 A 0.4 5.16 A


Arm B 2.0 5.48 A 0.8 4.03 A

Arm C 0.2 2.54 A 1.8 4.91 A

Arm D 0.1 3.10 A 0.5 5.81 A


Arm B 0.7 3.57 A 1.0 4.09 A

Arm C 0.2 2.66 A 0.5 3.19 A

Arm D 0.1 3.27 A 0.4 4.27 A


Arm B 1.9 4.89 A 1.0 4.25 A

Arm C 0.2 2.65 A 1.1 4.51 A

Arm D 0.2 3.22 A 0.5 5.87 A


Arm B 1.9 5.50 A 0.9 4.17 A

Arm C 0.3 2.63 A 1.4 4.87 A

Arm D 0.1 3.33 A 0.5 6.35 A


Arm B 2.1 6.61 A 1.3 4.34 A

Arm C 0.3 2.72 A 2.0 5.97 A

Arm D 0.1 3.35 A 0.7 7.38 A

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. Armand junction delays are averages for all movements, including movements with zero delay.

File summary

File Description

Title (untitled)

Location

Site number

Date 19/09/2016

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator MOTTMAC\rap67683

Description Flow updated

3

UnitsDistance

unitsSpeedunits

Traffic unitsinput

Traffic unitsresults

Flowunits

Average delayunits

Total delayunits

Rate of delayunits

m kph PCU PCU perHour s -Min perMin

The junction diagram reflects the last run of Junctions.

Analysis OptionsVehicle

length (m)Calculate Queue

PercentilesCalculate detailed

queueing delayCalculate residual

capacityRFC

ThresholdAverage Delaythreshold (s)

Queue threshold(PCU)

5.75 0.85 36.00 20.00

Lane Simulation optionsStop

criteria(%)

Stopcriteriatime (s)

Stopcriteria

number oftrials

Randomseed

Resultsrefresh

speed (s)

Individualvehicle

animationnumber of trials

Usecrossings

quickresponse

Last runrandom seed

Last runnumber of

trials

Last runtime

taken (s)

1.00 100000 100000 -1 3 1 ü 1056251226 101 3.10

Demand Set SummaryID Scenario name Time Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D11 2022 Dev AM ONE HOUR 07:45 09:15 15 ü

D12 2022 Dev PM ONE HOUR 16:15 17:45 15 ü





D19 2032 Dev AM ONE HOUR 07:45 09:15 15 ü

D20 2032 Dev PM ONE HOUR 16:15 17:45 15 ü


4




Analysis Set DetailsID Name Use Lane

SimulationInclude in

reportNetwork flow scaling

factor (%)Network capacity scaling

factor (%)

A1 Longwood Drive_ASDARoundabout ü ü 100.000 100.000





Warning GeometryArm B -RoundaboutGeometry

Effective flare length is over 30m, which is outside the normal range. Treat capacities withincreasing caution.

Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D11 2022 Dev AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 146 100.000

B ONE HOUR ü 856 100.000

C ONE HOUR ü 212 100.000

D ONE HOUR ü 65 100.000

5


To

From

A B C D

A 0 130 13 3

B 134 2 583 137

C 13 185 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.16 0.00 0.68 0.16

C 0.06 0.87 0.00 0.07

D 0.05 0.86 0.09 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 644 644

C 160 160

D 49 49

08:00-08:15

A 131 131

B 770 770

C 191 191

D 58 58

08:15-08:30

A 161 161

B 942 942

C 233 233

D 72 72

08:30-08:45

A 161 161

B 942 942

C 233 233

D 72 72

08:45-09:00

A 131 131

B 770 770

C 191 191

D 58 58

09:00-09:15

A 110 110

B 644 644

C 160 160

D 49 49

6

Results





A 3.40 0.2 A 135 202

B 4.51 1.3 A 786 1178

C 2.47 0.2 A 194 291

D 3.17 0.1 A 59 88


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 191 106 109 0.0 0.1 3.097 A

B 645 161 17 644 281 0.0 0.8 3.601 A

C 161 40 200 162 461 0.0 0.1 2.252 A

D 50 12 251 50 112 0.0 0.1 2.806 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 132 33 226 133 134 0.1 0.1 3.315 A

B 770 192 19 768 339 0.8 0.9 3.904 A

C 192 48 248 192 540 0.1 0.2 2.295 A

D 58 14 302 58 138 0.1 0.1 3.081 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 158 40 274 158 167 0.1 0.2 3.269 A

B 948 237 24 953 408 0.9 1.0 4.510 A

C 239 60 307 239 671 0.2 0.2 2.471 A

D 65 16 375 66 170 0.1 0.0 2.930 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 162 41 266 162 166 0.2 0.1 3.405 A

B 942 236 24 942 404 1.0 1.3 4.379 A

C 220 55 306 220 660 0.2 0.1 2.438 A

D 74 18 358 74 168 0.0 0.0 3.027 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 136 34 220 136 144 0.1 0.1 3.311 A

B 780 195 18 779 338 1.3 0.8 3.785 A

C 184 46 254 185 544 0.1 0.1 2.240 A

D 56 14 307 56 132 0.0 0.0 2.779 A

7

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 112 28 193 112 115 0.1 0.1 3.041 A

B 628 157 16 634 289 0.8 0.4 3.517 A

C 166 41 214 166 436 0.1 0.1 2.235 A

D 48 12 260 48 120 0.0 0.0 3.166 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 1286 0.083 106 0.0 0.1 3.097 A

Exit 1 1 109 109 0.0 0.0 0.000 A

BEntry

11 C 447 1393 0.321 447 0.0 0.6 3.811 A

2 A,D,B 198 1393 0.142 198 0.0 0.2 3.140 A

2 1 (A,C,D,B) 645 645 0.0 0.0 0.001 A

Exit 1 1 281 281 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 161 1762 0.092 162 0.0 0.1 2.252 A

Exit 1 1 461 461 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 50 1490 0.033 50 0.0 0.1 2.806 A

Exit 1 1 112 112 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 132 1267 0.104 133 0.1 0.1 3.315 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 525 1392 0.377 524 0.6 0.7 4.182 A

2 A,D,B 244 1392 0.176 244 0.2 0.2 3.281 A

2 1 (A,C,D,B) 770 770 0.0 0.0 0.009 A

Exit 1 1 339 339 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1729 0.111 192 0.1 0.2 2.295 A

Exit 1 1 540 540 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 58 1456 0.040 58 0.1 0.1 3.081 A

Exit 1 1 138 138 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 158 1240 0.128 158 0.1 0.2 3.269 A

Exit 1 1 167 167 0.0 0.0 0.000 A

BEntry

11 C 644 1390 0.463 650 0.7 0.7 5.037 A

2 A,D,B 304 1390 0.218 304 0.2 0.3 3.323 A

2 1 (A,C,D,B) 948 948 0.0 0.0 0.006 A

Exit 1 1 408 408 0.0 0.0 0.000 A

C Entry 1 1 A,C,D,B 239 1687 0.142 239 0.2 0.2 2.471 A

8

Exit 1 1 671 671 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 65 1407 0.047 66 0.1 0.0 2.930 A

Exit 1 1 170 170 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 1244 0.130 162 0.2 0.1 3.405 A

Exit 1 1 166 166 0.0 0.0 0.000 A

BEntry

11 C 641 1390 0.461 639 0.7 0.9 4.780 A

2 A,D,B 302 1390 0.217 302 0.3 0.3 3.417 A

2 1 (A,C,D,B) 942 942 0.0 0.0 0.033 A

Exit 1 1 404 404 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 220 1688 0.131 220 0.2 0.1 2.438 A

Exit 1 1 660 660 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 74 1418 0.052 74 0.0 0.0 3.027 A

Exit 1 1 168 168 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 136 1270 0.107 136 0.1 0.1 3.311 A

Exit 1 1 144 144 0.0 0.0 0.000 A

BEntry

11 C 528 1393 0.379 527 0.9 0.5 4.053 A

2 A,D,B 252 1393 0.181 252 0.3 0.2 3.189 A

2 1 (A,C,D,B) 780 780 0.0 0.0 0.004 A

Exit 1 1 338 338 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 184 1724 0.107 185 0.1 0.1 2.240 A

Exit 1 1 544 544 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 56 1452 0.039 56 0.0 0.0 2.779 A

Exit 1 1 132 132 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 112 1285 0.087 112 0.1 0.1 3.041 A

Exit 1 1 115 115 0.0 0.0 0.000 A

BEntry

11 C 418 1394 0.300 422 0.5 0.3 3.693 A

2 A,D,B 210 1394 0.151 212 0.2 0.1 3.130 A

2 1 (A,C,D,B) 628 629 0.0 0.0 0.006 A

Exit 1 1 289 289 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 166 1752 0.095 166 0.1 0.1 2.235 A

Exit 1 1 436 436 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 48 1483 0.033 48 0.0 0.0 3.166 A

Exit 1 1 120 120 0.0 0.0 0.000 A

9







Junction Network




Left Normal/unknown

Traffic Demand


nameTime Period

nameTraffic profile


Finish time(HH:mm)


Runautomatically

D12 2022 Dev PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 144 100.000

B ONE HOUR ü 609 100.000

C ONE HOUR ü 770 100.000

D ONE HOUR ü 220 100.000

10


To

From

A B C D

A 0 131 10 3

B 104 0 444 61

C 39 725 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.94 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 458 458

C 580 580

D 166 166

16:30-16:45

A 129 129

B 547 547

C 692 692

D 198 198

16:45-17:00

A 159 159

B 671 671

C 848 848

D 242 242

17:00-17:15

A 159 159

B 671 671

C 848 848

D 242 242

17:15-17:30

A 129 129

B 547 547

C 692 692

D 198 198

17:30-17:45

A 108 108

B 458 458

C 580 580

D 166 166

11

Results





A 5.53 0.3 A 133 200

B 3.81 0.8 A 559 838

C 3.99 0.8 A 700 1050

D 4.69 0.3 A 201 302


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 111 28 695 111 122 0.0 0.1 3.721 A

B 452 113 25 452 781 0.0 0.4 3.408 A

C 572 143 129 572 349 0.0 0.4 2.819 A

D 165 41 652 165 49 0.0 0.2 3.319 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 134 34 838 133 134 0.1 0.2 4.428 A

B 562 141 27 560 944 0.4 0.7 3.579 A

C 692 173 147 695 440 0.4 0.5 3.241 A

D 191 48 780 192 62 0.2 0.1 3.844 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 157 39 1022 156 160 0.2 0.3 5.412 A

B 668 167 35 665 1143 0.7 0.8 3.746 A

C 830 207 181 833 519 0.5 0.6 3.956 A

D 246 62 936 246 78 0.1 0.3 4.647 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 154 39 1033 155 167 0.3 0.2 5.534 A

B 661 165 36 657 1153 0.8 0.8 3.807 A

C 842 210 184 841 509 0.6 0.8 3.989 A

D 248 62 951 249 74 0.3 0.3 4.694 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 133 33 838 133 140 0.2 0.2 4.692 A

B 545 136 30 547 941 0.8 0.5 3.528 A

C 691 173 153 690 424 0.8 0.7 3.162 A

D 195 49 783 195 60 0.3 0.3 4.090 A

12

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 110 28 698 110 114 0.2 0.1 4.471 A

B 462 115 24 461 784 0.5 0.5 3.403 A

C 572 143 124 577 361 0.7 0.2 2.938 A

D 162 41 650 162 52 0.3 0.1 3.686 A



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 111 1004 0.110 111 0.0 0.1 3.721 A

Exit 1 1 122 122 0.0 0.0 0.000 A

BEntry

11 C 327 1390 0.235 327 0.0 0.3 3.522 A

2 A,D,B 125 1390 0.090 125 0.0 0.1 3.093 A

2 1 (A,C,D,B) 452 452 0.0 0.0 0.000 A

Exit 1 1 781 781 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 572 1812 0.316 572 0.0 0.4 2.819 A

Exit 1 1 349 349 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 165 1222 0.135 165 0.0 0.2 3.319 A

Exit 1 1 49 49 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 134 924 0.145 133 0.1 0.2 4.428 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 418 1389 0.301 415 0.3 0.5 3.761 A

2 A,D,B 144 1389 0.104 144 0.1 0.1 3.038 A

2 1 (A,C,D,B) 562 562 0.0 0.0 0.000 A

Exit 1 1 944 944 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 692 1799 0.384 695 0.4 0.5 3.241 A

Exit 1 1 440 440 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 191 1137 0.168 192 0.2 0.1 3.844 A

Exit 1 1 62 62 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 157 821 0.191 156 0.2 0.3 5.412 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 489 1386 0.353 486 0.5 0.7 3.931 A

2 A,D,B 179 1386 0.129 179 0.1 0.1 3.209 A

2 1 (A,C,D,B) 668 668 0.0 0.0 0.001 A

Exit 1 1 1143 1143 0.0 0.0 0.000 A

C Entry 1 1 A,C,D,B 830 1775 0.468 833 0.5 0.6 3.956 A

13

Exit 1 1 519 519 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 246 1033 0.238 246 0.1 0.3 4.647 A

Exit 1 1 78 78 0.0 0.0 0.000 A

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 154 815 0.189 155 0.3 0.2 5.534 A

Exit 1 1 167 167 0.0 0.0 0.000 A

BEntry

11 C 481 1385 0.347 477 0.7 0.7 4.043 A

2 A,D,B 180 1385 0.130 181 0.1 0.1 3.143 A

2 1 (A,C,D,B) 661 661 0.0 0.0 0.000 A

Exit 1 1 1153 1153 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 842 1773 0.475 841 0.6 0.8 3.989 A

Exit 1 1 509 509 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 248 1023 0.243 249 0.3 0.3 4.694 A

Exit 1 1 74 74 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 133 924 0.144 133 0.2 0.2 4.692 A

Exit 1 1 140 140 0.0 0.0 0.000 A

BEntry

11 C 396 1388 0.286 398 0.7 0.4 3.722 A

2 A,D,B 149 1388 0.108 150 0.1 0.1 2.968 A

2 1 (A,C,D,B) 545 545 0.0 0.0 0.001 A

Exit 1 1 941 941 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 691 1795 0.385 690 0.8 0.7 3.162 A

Exit 1 1 424 424 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 195 1135 0.172 195 0.3 0.3 4.090 A

Exit 1 1 60 60 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 110 1003 0.110 110 0.2 0.1 4.471 A

Exit 1 1 114 114 0.0 0.0 0.000 A

BEntry

11 C 340 1390 0.245 339 0.4 0.3 3.542 A

2 A,D,B 122 1390 0.088 122 0.1 0.1 3.010 A

2 1 (A,C,D,B) 462 462 0.0 0.0 0.000 A

Exit 1 1 784 784 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 572 1815 0.315 577 0.7 0.2 2.938 A

Exit 1 1 361 361 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 162 1224 0.132 162 0.3 0.1 3.686 A

Exit 1 1 52 52 0.0 0.0 0.000 A

14







Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 146 100.000

B ONE HOUR ü 914 100.000

C ONE HOUR ü 217 100.000

D ONE HOUR ü 65 100.000

15


To

From

A B C D

A 0 130 13 3

B 134 2 641 137

C 13 190 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.15 0.00 0.70 0.15

C 0.06 0.88 0.00 0.06

D 0.05 0.86 0.09 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 688 688

C 163 163

D 49 49

08:00-08:15

A 131 131

B 822 822

C 195 195

D 58 58

08:15-08:30

A 161 161

B 1006 1006

C 239 239

D 72 72

08:30-08:45

A 161 161

B 1006 1006

C 239 239

D 72 72

08:45-09:00

A 131 131

B 822 822

C 195 195

D 58 58

09:00-09:15

A 110 110

B 688 688

C 163 163

D 49 49

16

Results





A 3.44 0.2 A 137 205

B 4.78 1.6 A 846 1269

C 2.54 0.2 A 200 300

D 3.13 0.1 A 60 90


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 114 29 192 113 119 0.0 0.1 2.978 A

B 701 175 16 700 289 0.0 0.8 3.753 A

C 172 43 218 171 498 0.0 0.1 2.242 A

D 44 11 267 44 122 0.0 0.0 2.742 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 136 34 230 136 132 0.1 0.2 3.285 A

B 826 207 18 824 347 0.8 1.2 4.080 A

C 193 48 252 194 592 0.1 0.1 2.403 A

D 59 15 303 59 142 0.0 0.0 2.706 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 169 42 288 169 159 0.2 0.1 3.292 A

B 1013 253 26 1008 432 1.2 1.6 4.761 A

C 242 61 301 243 734 0.1 0.1 2.544 A

D 72 18 374 72 169 0.0 0.1 3.029 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 161 40 279 160 161 0.1 0.2 3.438 A

B 998 249 24 998 415 1.6 1.2 4.776 A

C 233 58 306 232 716 0.1 0.2 2.452 A

D 74 18 366 74 171 0.1 0.1 3.011 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 131 33 226 130 137 0.2 0.2 3.192 A

B 840 210 18 837 338 1.2 1.1 4.060 A

C 194 48 247 194 608 0.2 0.1 2.333 A

D 57 14 306 58 134 0.1 0.0 3.135 A

17

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 110 27 202 110 110 0.2 0.1 3.127 A

B 697 174 18 694 294 1.1 0.8 3.651 A

C 167 42 215 167 498 0.1 0.1 2.337 A

D 55 14 258 55 125 0.0 0.0 2.877 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 114 1286 0.089 113 0.0 0.1 2.978 A

Exit 1 1 119 119 0.0 0.0 0.000 A

BEntry

11 C 486 1394 0.349 485 0.0 0.6 4.006 A

2 A,D,B 215 1394 0.154 215 0.0 0.1 3.144 A

2 1 (A,C,D,B) 701 701 0.0 0.0 0.002 A

Exit 1 1 289 289 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 172 1750 0.098 171 0.0 0.1 2.242 A

Exit 1 1 498 498 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 44 1479 0.030 44 0.0 0.0 2.742 A

Exit 1 1 122 122 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 136 1265 0.108 136 0.1 0.2 3.285 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 578 1393 0.415 576 0.6 1.0 4.477 A

2 A,D,B 249 1393 0.179 248 0.1 0.2 3.116 A

2 1 (A,C,D,B) 826 826 0.0 0.0 0.005 A

Exit 1 1 347 347 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 193 1726 0.112 194 0.1 0.1 2.403 A

Exit 1 1 592 592 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 59 1455 0.040 59 0.0 0.0 2.706 A

Exit 1 1 142 142 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 169 1232 0.137 169 0.2 0.1 3.292 A

Exit 1 1 159 159 0.0 0.0 0.000 A

BEntry

11 C 716 1389 0.516 712 1.0 1.3 5.295 A

2 A,D,B 297 1389 0.214 297 0.2 0.3 3.427 A

2 1 (A,C,D,B) 1013 1013 0.0 0.0 0.016 A

Exit 1 1 432 432 0.0 0.0 0.000 A

C Entry 1 1 A,C,D,B 242 1691 0.143 243 0.1 0.1 2.544 A

18

Exit 1 1 734 734 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 72 1407 0.051 72 0.0 0.1 3.029 A

Exit 1 1 169 169 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 161 1237 0.130 160 0.1 0.2 3.438 A

Exit 1 1 161 161 0.0 0.0 0.000 A

BEntry

11 C 696 1390 0.501 696 1.3 1.0 5.229 A

2 A,D,B 301 1390 0.217 302 0.3 0.2 3.574 A

2 1 (A,C,D,B) 998 998 0.0 0.0 0.036 A

Exit 1 1 415 415 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 233 1688 0.138 232 0.1 0.2 2.452 A

Exit 1 1 716 716 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 74 1413 0.052 74 0.1 0.1 3.011 A

Exit 1 1 171 171 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 131 1267 0.103 130 0.2 0.2 3.192 A

Exit 1 1 137 137 0.0 0.0 0.000 A

BEntry

11 C 596 1393 0.428 593 1.0 0.8 4.441 A

2 A,D,B 243 1393 0.175 243 0.2 0.3 3.130 A

2 1 (A,C,D,B) 840 840 0.0 0.0 0.006 A

Exit 1 1 338 338 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 194 1729 0.112 194 0.2 0.1 2.333 A

Exit 1 1 608 608 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 57 1453 0.039 58 0.1 0.0 3.135 A

Exit 1 1 134 134 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 110 1280 0.086 110 0.2 0.1 3.127 A

Exit 1 1 110 110 0.0 0.0 0.000 A

BEntry

11 C 485 1393 0.348 482 0.8 0.6 3.865 A

2 A,D,B 213 1393 0.153 212 0.3 0.2 3.138 A

2 1 (A,C,D,B) 697 697 0.0 0.0 0.001 A

Exit 1 1 294 294 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 167 1751 0.095 167 0.1 0.1 2.337 A

Exit 1 1 498 498 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 55 1485 0.037 55 0.0 0.0 2.877 A

Exit 1 1 125 125 0.0 0.0 0.000 A

19







Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 144 100.000

B ONE HOUR ü 615 100.000

C ONE HOUR ü 834 100.000

D ONE HOUR ü 220 100.000

20


To

From

A B C D

A 0 131 10 3

B 104 0 450 61

C 39 789 0 6

D 9 192 19 0

Proportions

To

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 463 463

C 628 628

D 166 166

16:30-16:45

A 129 129

B 553 553

C 750 750

D 198 198

16:45-17:00

A 159 159

B 677 677

C 918 918

D 242 242

17:00-17:15

A 159 159

B 677 677

C 918 918

D 242 242

17:15-17:30

A 129 129

B 553 553

C 750 750

D 198 198

17:30-17:45

A 108 108

B 463 463

C 628 628

D 166 166

21

Results





A 5.73 0.3 A 132 197

B 3.97 1.0 A 571 856

C 4.36 1.1 A 764 1146

D 5.16 0.4 A 207 310


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 106 27 743 106 118 0.0 0.1 3.904 A

B 471 118 24 471 825 0.0 0.4 3.379 A

C 619 155 128 617 367 0.0 0.5 3.014 A

D 168 42 694 166 50 0.0 0.3 3.328 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 129 32 905 128 133 0.1 0.2 4.585 A

B 576 144 32 574 1001 0.4 0.7 3.483 A

C 741 185 158 738 447 0.5 0.7 3.337 A

D 212 53 827 211 70 0.3 0.3 4.115 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 162 41 1103 163 171 0.2 0.2 5.731 A

B 668 167 37 667 1229 0.7 0.9 3.881 A

C 921 230 192 923 512 0.7 0.9 4.271 A

D 240 60 1035 239 80 0.3 0.4 5.108 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 162 40 1096 161 164 0.2 0.3 5.617 A

B 671 168 33 670 1225 0.9 1.0 3.969 A

C 915 229 181 914 522 0.9 1.1 4.355 A

D 243 61 1019 242 76 0.4 0.3 5.163 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 122 31 916 122 146 0.3 0.2 5.017 A

B 569 142 28 567 1010 1.0 0.7 3.568 A

C 763 191 162 765 432 1.1 0.6 3.503 A

D 202 51 861 201 66 0.3 0.3 4.179 A

22

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 108 27 764 108 118 0.2 0.1 4.278 A

B 469 117 23 470 849 0.7 0.4 3.375 A

C 627 157 136 628 357 0.6 0.4 3.066 A

D 175 44 707 175 58 0.3 0.2 3.704 A



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 106 977 0.109 106 0.0 0.1 3.904 A

Exit 1 1 118 118 0.0 0.0 0.000 A

BEntry

11 C 347 1390 0.249 346 0.0 0.3 3.491 A

2 A,D,B 125 1390 0.090 126 0.0 0.1 3.047 A

2 1 (A,C,D,B) 471 471 0.0 0.0 0.003 A

Exit 1 1 825 825 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 619 1813 0.341 617 0.0 0.5 3.014 A

Exit 1 1 367 367 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 168 1194 0.140 166 0.0 0.3 3.328 A

Exit 1 1 50 50 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 887 0.146 128 0.1 0.2 4.585 A

Exit 1 1 133 133 0.0 0.0 0.000 A

BEntry

11 C 421 1387 0.304 418 0.3 0.5 3.650 A

2 A,D,B 155 1387 0.112 155 0.1 0.1 3.004 A

2 1 (A,C,D,B) 576 576 0.0 0.0 0.001 A

Exit 1 1 1001 1001 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 741 1791 0.414 738 0.5 0.7 3.337 A

Exit 1 1 447 447 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 212 1106 0.192 211 0.3 0.3 4.115 A

Exit 1 1 70 70 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 776 0.209 163 0.2 0.2 5.731 A

Exit 1 1 171 171 0.0 0.0 0.000 A

BEntry

11 C 479 1384 0.346 479 0.5 0.7 4.088 A

2 A,D,B 189 1384 0.136 188 0.1 0.2 3.277 A

2 1 (A,C,D,B) 668 668 0.0 0.0 0.004 A

Exit 1 1 1229 1229 0.0 0.0 0.000 A

C Entry 1 1 A,C,D,B 921 1767 0.521 923 0.7 0.9 4.271 A

23

Exit 1 1 512 512 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 240 967 0.249 239 0.3 0.4 5.108 A

Exit 1 1 80 80 0.0 0.0 0.000 A

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 162 779 0.207 161 0.2 0.3 5.617 A

Exit 1 1 164 164 0.0 0.0 0.000 A

BEntry

11 C 493 1386 0.356 491 0.7 0.8 4.210 A

2 A,D,B 178 1386 0.128 179 0.2 0.1 3.280 A

2 1 (A,C,D,B) 671 671 0.0 0.0 0.001 A

Exit 1 1 1225 1225 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 915 1775 0.515 914 0.9 1.1 4.355 A

Exit 1 1 522 522 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 243 978 0.248 242 0.4 0.3 5.163 A

Exit 1 1 76 76 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 122 880 0.139 122 0.3 0.2 5.017 A

Exit 1 1 146 146 0.0 0.0 0.000 A

BEntry

11 C 409 1389 0.295 407 0.8 0.5 3.698 A

2 A,D,B 160 1389 0.115 160 0.1 0.1 3.187 A

2 1 (A,C,D,B) 569 569 0.0 0.0 0.004 A

Exit 1 1 1010 1010 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 763 1788 0.427 765 1.1 0.6 3.503 A

Exit 1 1 432 432 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 202 1083 0.187 201 0.3 0.3 4.179 A

Exit 1 1 66 66 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 108 965 0.112 108 0.2 0.1 4.278 A

Exit 1 1 118 118 0.0 0.0 0.000 A

BEntry

11 C 336 1391 0.242 336 0.5 0.3 3.453 A

2 A,D,B 133 1391 0.096 134 0.1 0.1 3.156 A

2 1 (A,C,D,B) 469 469 0.0 0.0 0.003 A

Exit 1 1 849 849 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 627 1807 0.347 628 0.6 0.4 3.066 A

Exit 1 1 357 357 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 175 1186 0.147 175 0.3 0.2 3.704 A

Exit 1 1 58 58 0.0 0.0 0.000 A

24







Junction Network




Left Normal/unknown

Traffic Demand


nameTraffic profile


Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 146 100.000

B ONE HOUR ü 1002 100.000

C ONE HOUR ü 226 100.000

D ONE HOUR ü 65 100.000

25


To

From

A B C D

A 0 130 13 3

B 134 2 729 137

C 13 199 0 14

D 3 56 6 0

Proportions

To

From

A B C D

A 0.00 0.89 0.09 0.02

B 0.13 0.00 0.73 0.14

C 0.06 0.88 0.00 0.06

D 0.05 0.86 0.09 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0

Average PCU Per Veh

To

From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 110 110

B 754 754

C 170 170

D 49 49

08:00-08:15

A 131 131

B 901 901

C 203 203

D 58 58

08:15-08:30

A 161 161

B 1103 1103

C 249 249

D 72 72

08:30-08:45

A 161 161

B 1103 1103

C 249 249

D 72 72

08:45-09:00

A 131 131

B 901 901

C 203 203

D 58 58

09:00-09:15

A 110 110

B 754 754

C 170 170

D 49 49

26

Results





A 3.46 0.2 A 137 206

B 5.48 2.0 A 923 1385

C 2.54 0.2 A 205 308

D 3.10 0.1 A 60 90


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 201 107 117 0.0 0.1 2.906 A

B 748 187 16 751 291 0.0 0.6 4.073 A

C 171 43 212 171 555 0.0 0.1 2.201 A

D 50 13 268 50 115 0.0 0.1 2.930 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 137 34 239 137 136 0.1 0.1 3.189 A

B 912 228 22 906 354 0.6 1.4 4.522 A

C 206 52 251 207 677 0.1 0.1 2.413 A

D 57 14 318 56 140 0.1 0.0 3.021 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 169 42 290 170 173 0.1 0.1 3.367 A

B 1121 280 23 1120 437 1.4 1.5 5.452 A

C 248 62 313 247 830 0.1 0.2 2.544 A

D 74 19 388 75 173 0.0 0.0 2.820 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 163 41 289 163 170 0.1 0.2 3.461 A

B 1124 281 23 1116 430 1.5 2.0 5.478 A

C 242 61 312 244 826 0.2 0.2 2.542 A

D 72 18 387 72 169 0.0 0.1 3.100 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 137 34 230 137 137 0.2 0.1 3.208 A

27

B 892 223 20 893 347 2.0 1.0 4.632 A

C 198 49 251 197 662 0.2 0.2 2.379 A

D 59 15 309 59 138 0.1 0.0 3.023 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 113 28 192 112 111 0.1 0.1 3.111 A

B 742 186 18 742 286 1.0 0.9 3.932 A

C 165 41 206 164 553 0.2 0.1 2.364 A

D 48 12 254 48 116 0.0 0.0 2.813 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 1281 0.083 107 0.0 0.1 2.906 A

Exit 1 1 117 117 0.0 0.0 0.000 A

BEntry

11 C 540 1394 0.387 542 0.0 0.4 4.433 A

2 A,D,B 209 1394 0.150 209 0.0 0.1 3.092 A

2 1 (A,C,D,B) 748 748 0.0 0.0 0.001 A

Exit 1 1 291 291 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 171 1753 0.097 171 0.0 0.1 2.201 A

Exit 1 1 555 555 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 50 1478 0.034 50 0.0 0.1 2.930 A

Exit 1 1 115 115 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 137 1260 0.108 137 0.1 0.1 3.189 A

Exit 1 1 136 136 0.0 0.0 0.000 A

BEntry

11 C 661 1391 0.475 658 0.4 1.0 5.018 A

2 A,D,B 251 1391 0.181 248 0.1 0.4 3.174 A

2 1 (A,C,D,B) 912 912 0.0 0.0 0.000 A

Exit 1 1 354 354 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 206 1726 0.120 207 0.1 0.1 2.413 A

Exit 1 1 677 677 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 57 1445 0.039 56 0.1 0.0 3.021 A

Exit 1 1 140 140 0.0 0.0 0.000 A

28

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 169 1231 0.138 170 0.1 0.1 3.367 A

Exit 1 1 173 173 0.0 0.0 0.000 A

BEntry

11 C 811 1391 0.583 810 1.0 1.2 6.154 A

2 A,D,B 310 1391 0.223 311 0.4 0.3 3.405 A

2 1 (A,C,D,B) 1121 1121 0.0 0.0 0.044 A

Exit 1 1 437 437 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 248 1682 0.147 247 0.1 0.2 2.544 A

Exit 1 1 830 830 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 74 1398 0.053 75 0.0 0.0 2.820 A

Exit 1 1 173 173 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 163 1231 0.132 163 0.1 0.2 3.461 A

Exit 1 1 170 170 0.0 0.0 0.000 A

BEntry

11 C 815 1391 0.586 807 1.2 1.8 6.133 A

2 A,D,B 309 1391 0.222 309 0.3 0.2 3.466 A

2 1 (A,C,D,B) 1124 1124 0.0 0.0 0.063 A

Exit 1 1 430 430 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 242 1683 0.144 244 0.2 0.2 2.542 A

Exit 1 1 826 826 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 72 1399 0.051 72 0.0 0.1 3.100 A

Exit 1 1 169 169 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 137 1264 0.108 137 0.2 0.1 3.208 A

Exit 1 1 137 137 0.0 0.0 0.000 A

BEntry

11 C 644 1392 0.463 645 1.8 0.8 5.177 A

2 A,D,B 248 1392 0.178 247 0.2 0.2 3.130 A

2 1 (A,C,D,B) 892 892 0.0 0.0 0.006 A

Exit 1 1 347 347 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 198 1726 0.114 197 0.2 0.2 2.379 A

Exit 1 1 662 662 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 59 1451 0.041 59 0.1 0.0 3.023 A

Exit 1 1 138 138 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

A Entry 1 1 A,C,D,B 113 1286 0.088 112 0.1 0.1 3.111 A

29

Exit 1 1 111 111 0.0 0.0 0.000 A

BEntry

11 C 538 1393 0.386 538 0.8 0.7 4.213 A

2 A,D,B 205 1393 0.147 204 0.2 0.2 3.108 A

2 1 (A,C,D,B) 742 742 0.0 0.0 0.016 A

Exit 1 1 286 286 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 165 1758 0.094 164 0.2 0.1 2.364 A

Exit 1 1 553 553 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 48 1488 0.033 48 0.0 0.0 2.813 A

Exit 1 1 116 116 0.0 0.0 0.000 A







Junction Network




Left Normal/unknown

Traffic Demand

Demand Set Details

ID Scenario name Time Periodname

Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically




30


A ONE HOUR ü 144 100.000

B ONE HOUR ü 624 100.000

C ONE HOUR ü 930 100.000

D ONE HOUR ü 220 100.000


To

From

A B C D

A 0 131 10 3

B 104 0 459 61

C 39 885 0 6

D 9 192 19 0

ProportionsTo

From

A B C D

A 0.00 0.91 0.07 0.02

B 0.17 0.00 0.74 0.10

C 0.04 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0

Average PCU Per VehTo

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 108 108

B 470 470

C 700 700

D 166 166

16:30-16:45

A 129 129

B 561 561

C 836 836

D 198 198

16:45-17:00

A 159 159

B 687 687

C 1024 1024

D 242 242

17:00-17:15A 159 159

B 687 687

31

C 1024 1024

D 242 242

17:15-17:30

A 129 129

B 561 561

C 836 836

D 198 198

17:30-17:45

A 108 108

B 470 470

C 700 700

D 166 166

Results





A 6.82 0.3 A 132 198

B 4.03 0.8 A 574 862

C 4.91 1.8 A 855 1282

D 5.81 0.5 A 206 308


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 107 27 831 106 114 0.0 0.2 4.086 A

B 472 118 22 472 914 0.0 0.4 3.358 A

C 703 176 129 704 366 0.0 0.5 3.111 A

D 168 42 777 167 55 0.0 0.2 3.568 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 127 32 986 127 134 0.2 0.1 4.752 A

B 569 142 27 572 1086 0.4 0.6 3.512 A

C 831 208 154 833 445 0.5 0.7 3.844 A

D 198 50 922 197 65 0.2 0.2 4.280 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 153 38 1215 155 168 0.1 0.3 6.426 A

B 684 171 35 683 1335 0.6 0.7 3.910 A

C 1026 256 188 1023 530 0.7 1.6 4.913 A

32

D 249 62 1135 249 75 0.2 0.5 5.787 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 163 41 1227 163 166 0.3 0.3 6.815 A

B 699 175 36 702 1355 0.7 0.8 4.026 A

C 1040 260 186 1035 552 1.6 1.8 4.883 A

D 250 63 1142 251 79 0.5 0.4 5.813 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 133 33 972 133 133 0.3 0.2 5.275 A

B 551 138 26 552 1079 0.8 0.5 3.509 A

C 831 208 151 827 426 1.8 1.1 3.792 A

D 194 49 913 192 66 0.4 0.4 4.773 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 109 27 829 109 115 0.2 0.1 4.453 A

B 472 118 24 472 915 0.5 0.5 3.436 A

C 696 174 129 697 367 1.1 0.6 3.267 A

D 173 43 773 172 54 0.4 0.2 3.764 A



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 107 928 0.115 106 0.0 0.2 4.086 A

Exit 1 1 114 114 0.0 0.0 0.000 A

BEntry

11 C 346 1391 0.249 346 0.0 0.3 3.514 A

2 A,D,B 126 1391 0.090 126 0.0 0.1 2.900 A

2 1 (A,C,D,B) 472 472 0.0 0.0 0.000 A

Exit 1 1 914 914 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 703 1812 0.388 704 0.0 0.5 3.111 A

Exit 1 1 366 366 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 168 1139 0.148 167 0.0 0.2 3.568 A

Exit 1 1 55 55 0.0 0.0 0.000 A

33

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 127 841 0.151 127 0.2 0.1 4.752 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 418 1389 0.301 421 0.3 0.5 3.682 A

2 A,D,B 151 1389 0.108 151 0.1 0.2 3.015 A

2 1 (A,C,D,B) 569 569 0.0 0.0 0.000 A

Exit 1 1 1086 1086 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 831 1794 0.463 833 0.5 0.7 3.844 A

Exit 1 1 445 445 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 198 1042 0.190 197 0.2 0.2 4.280 A

Exit 1 1 65 65 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 713 0.214 155 0.1 0.3 6.426 A

Exit 1 1 168 168 0.0 0.0 0.000 A

BEntry

11 C 499 1385 0.360 497 0.5 0.6 4.167 A

2 A,D,B 185 1385 0.134 185 0.2 0.2 3.146 A

2 1 (A,C,D,B) 684 684 0.0 0.0 0.000 A

Exit 1 1 1335 1335 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1026 1770 0.580 1023 0.7 1.6 4.913 A

Exit 1 1 530 530 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 249 900 0.277 249 0.2 0.5 5.787 A

Exit 1 1 75 75 0.0 0.0 0.000 A

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 163 706 0.231 163 0.3 0.3 6.815 A

Exit 1 1 166 166 0.0 0.0 0.000 A

BEntry

11 C 518 1385 0.374 520 0.6 0.7 4.299 A

2 A,D,B 181 1385 0.131 183 0.2 0.1 3.226 A

2 1 (A,C,D,B) 699 699 0.0 0.0 0.000 A

Exit 1 1 1355 1355 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1040 1772 0.587 1035 1.6 1.8 4.883 A

Exit 1 1 552 552 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 250 895 0.280 251 0.5 0.4 5.813 A

Exit 1 1 79 79 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

A Entry 1 1 A,C,D,B 133 849 0.156 133 0.3 0.2 5.275 A

34

Exit 1 1 133 133 0.0 0.0 0.000 A

BEntry

11 C 405 1390 0.291 404 0.7 0.4 3.671 A

2 A,D,B 146 1390 0.105 148 0.1 0.1 3.038 A

2 1 (A,C,D,B) 551 551 0.0 0.0 0.001 A

Exit 1 1 1079 1079 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 831 1796 0.463 827 1.8 1.1 3.792 A

Exit 1 1 426 426 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 194 1048 0.185 192 0.4 0.4 4.773 A

Exit 1 1 66 66 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 109 929 0.118 109 0.2 0.1 4.453 A

Exit 1 1 115 115 0.0 0.0 0.000 A

BEntry

11 C 345 1390 0.248 345 0.4 0.3 3.553 A

2 A,D,B 127 1390 0.092 127 0.1 0.1 3.061 A

2 1 (A,C,D,B) 472 472 0.0 0.0 0.009 A

Exit 1 1 915 915 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 696 1812 0.384 697 1.1 0.6 3.267 A

Exit 1 1 367 367 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 173 1142 0.152 172 0.4 0.2 3.764 A

Exit 1 1 54 54 0.0 0.0 0.000 A







Junction Network




Left Normal/unknown

35

Traffic Demand

Demand Set Details

ID Scenarioname

Time Periodname

Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically

D19 2032 Dev AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 171 100.000

B ONE HOUR ü 978 100.000

C ONE HOUR ü 247 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 659 160

C 16 215 0 16

D 4 65 6 0

ProportionsTo

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.16 0.00 0.67 0.16

C 0.06 0.87 0.00 0.06

D 0.05 0.87 0.08 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0


From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 736 736

C 186 186

D 56 56

36

08:00-08:15

A 154 154

B 879 879

C 222 222

D 67 67

08:15-08:30

A 188 188

B 1077 1077

C 272 272

D 83 83

08:30-08:45

A 188 188

B 1077 1077

C 272 272

D 83 83

08:45-09:00

A 154 154

B 879 879

C 222 222

D 67 67

09:00-09:15

A 129 129

B 736 736

C 186 186

D 56 56

Results





A 3.66 0.2 A 159 238

B 4.89 1.9 A 899 1348

C 2.65 0.2 A 227 340

D 3.22 0.2 A 68 102


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 132 33 210 133 137 0.0 0.1 3.128 A

B 743 186 22 744 321 0.0 0.7 3.856 A

C 185 46 243 184 523 0.0 0.2 2.320 A

D 51 13 295 52 132 0.0 0.0 2.680 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 149 37 259 149 161 0.1 0.2 3.403 A

37

B 871 218 23 871 384 0.7 1.0 4.184 A

C 221 55 293 220 601 0.2 0.2 2.467 A

D 69 17 350 70 163 0.0 0.0 3.086 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 194 48 321 193 194 0.2 0.2 3.580 A

B 1072 268 30 1072 484 1.0 1.4 4.892 A

C 270 68 359 270 743 0.2 0.2 2.624 A

D 87 22 429 86 201 0.0 0.2 3.215 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 194 48 313 194 201 0.2 0.1 3.660 A

B 1079 270 29 1075 479 1.4 1.9 4.873 A

C 273 68 362 272 742 0.2 0.2 2.648 A

D 79 20 436 78 198 0.2 0.1 3.204 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 156 39 261 156 152 0.1 0.1 3.296 A

B 881 220 27 881 390 1.9 1.1 4.239 A

C 225 56 281 226 628 0.2 0.1 2.516 A

D 66 16 348 65 159 0.1 0.1 2.948 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 129 32 216 129 131 0.1 0.1 3.351 A

B 747 187 19 747 327 1.1 0.9 3.847 A

C 186 46 245 185 520 0.1 0.2 2.356 A

D 56 14 292 55 139 0.1 0.1 2.889 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 132 1276 0.104 133 0.0 0.1 3.128 A

Exit 1 1 137 137 0.0 0.0 0.000 A

38

BEntry

11 C 503 1391 0.362 504 0.0 0.5 4.111 A

2 A,D,B 239 1391 0.172 240 0.0 0.2 3.288 A

2 1 (A,C,D,B) 743 743 0.0 0.0 0.011 A

Exit 1 1 321 321 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 185 1732 0.107 184 0.0 0.2 2.320 A

Exit 1 1 523 523 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 51 1460 0.035 52 0.0 0.0 2.680 A

Exit 1 1 132 132 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 149 1248 0.119 149 0.1 0.2 3.403 A

Exit 1 1 161 161 0.0 0.0 0.000 A

BEntry

11 C 581 1390 0.418 582 0.5 0.7 4.591 A

2 A,D,B 289 1390 0.208 289 0.2 0.3 3.292 A

2 1 (A,C,D,B) 871 870 0.0 0.0 0.013 A

Exit 1 1 384 384 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 221 1697 0.130 220 0.2 0.2 2.467 A

Exit 1 1 601 601 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 69 1424 0.048 70 0.0 0.0 3.086 A

Exit 1 1 163 163 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 194 1214 0.159 193 0.2 0.2 3.580 A

Exit 1 1 194 194 0.0 0.0 0.000 A

BEntry

11 C 716 1388 0.516 716 0.7 1.0 5.484 A

2 A,D,B 356 1388 0.256 355 0.3 0.4 3.537 A

2 1 (A,C,D,B) 1072 1072 0.0 0.0 0.034 A

Exit 1 1 484 484 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 270 1650 0.164 270 0.2 0.2 2.624 A

Exit 1 1 743 743 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 87 1371 0.063 86 0.0 0.2 3.215 A

Exit 1 1 201 201 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 194 1218 0.159 194 0.2 0.1 3.660 A

Exit 1 1 201 201 0.0 0.0 0.000 A

B Entry1

1 C 723 1388 0.521 718 1.0 1.5 5.448 A

2 A,D,B 357 1388 0.257 358 0.4 0.4 3.588 A

2 1 (A,C,D,B) 1079 1080 0.0 0.0 0.029 A

39

Exit 1 1 479 479 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 273 1648 0.166 272 0.2 0.2 2.648 A

Exit 1 1 742 742 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 79 1366 0.058 78 0.2 0.1 3.204 A

Exit 1 1 198 198 0.0 0.0 0.000 A

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 156 1247 0.125 156 0.1 0.1 3.296 A

Exit 1 1 152 152 0.0 0.0 0.000 A

BEntry

11 C 605 1389 0.435 605 1.5 0.7 4.667 A

2 A,D,B 277 1389 0.199 276 0.4 0.3 3.316 A

2 1 (A,C,D,B) 881 881 0.0 0.0 0.005 A

Exit 1 1 390 390 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 225 1705 0.132 226 0.2 0.1 2.516 A

Exit 1 1 628 628 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 66 1425 0.046 65 0.1 0.1 2.948 A

Exit 1 1 159 159 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 129 1272 0.101 129 0.1 0.1 3.351 A

Exit 1 1 131 131 0.0 0.0 0.000 A

BEntry

11 C 505 1393 0.363 505 0.7 0.7 4.087 A

2 A,D,B 242 1393 0.174 242 0.3 0.2 3.330 A

2 1 (A,C,D,B) 747 747 0.0 0.0 0.004 A

Exit 1 1 327 327 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 186 1730 0.107 185 0.1 0.2 2.356 A

Exit 1 1 520 520 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 56 1462 0.038 55 0.1 0.1 2.889 A

Exit 1 1 139 139 0.0 0.0 0.000 A

40







Junction Network




Left Normal/unknown

Traffic Demand

Demand Set Details

ID Scenarioname

Time Periodname

Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically

D20 2032 Dev PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 168 100.000

B ONE HOUR ü 707 100.000

C ONE HOUR ü 871 100.000

D ONE HOUR ü 255 100.000

41


To

From

A B C D

A 0 152 12 4

B 121 0 516 70

C 45 820 0 6

D 10 223 22 0

ProportionsTo

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.94 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0


From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 532 532

C 656 656

D 192 192

16:30-16:45

A 151 151

B 636 636

C 783 783

D 229 229

16:45-17:00

A 185 185

B 778 778

C 959 959

D 281 281

17:00-17:15

A 185 185

B 778 778

C 959 959

D 281 281

17:15-17:30

A 151 151

B 636 636

C 783 783

D 229 229

17:30-17:45 A 126 126

42

B 532 532

C 656 656

D 192 192

Results





A 6.63 0.4 A 152 228

B 4.25 1.0 A 647 970

C 4.51 1.1 A 791 1186

D 5.87 0.5 A 234 351


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 115 29 794 114 134 0.0 0.2 4.009 A

B 537 134 29 539 879 0.0 0.4 3.396 A

C 638 159 152 637 416 0.0 0.5 3.073 A

D 196 49 732 197 57 0.0 0.2 3.584 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 153 38 944 152 159 0.2 0.2 5.120 A

B 641 160 31 639 1065 0.4 0.7 3.757 A

C 766 192 176 769 494 0.5 0.8 3.582 A

D 227 57 875 228 69 0.2 0.3 4.326 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 186 46 1171 184 197 0.2 0.4 6.155 A

B 777 194 40 776 1315 0.7 1.0 4.253 A

C 961 240 211 960 605 0.8 1.0 4.515 A

D 280 70 1086 282 85 0.3 0.4 5.564 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 183 46 1172 184 188 0.4 0.3 6.629 A

B 773 193 42 777 1314 1.0 0.7 4.166 A

C 946 236 216 945 603 1.0 1.1 4.390 A

43

D 291 73 1069 290 92 0.4 0.5 5.874 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 153 38 950 155 166 0.3 0.2 5.538 A

B 633 158 33 634 1072 0.7 0.6 3.760 A

C 785 196 175 790 491 1.1 0.8 3.741 A

D 219 55 897 219 68 0.5 0.3 4.468 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 121 30 797 121 126 0.2 0.1 4.474 A

B 521 130 27 524 891 0.6 0.3 3.497 A

C 649 162 140 649 411 0.8 0.5 3.153 A

D 192 48 730 193 60 0.3 0.2 3.949 A



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 115 949 0.121 114 0.0 0.2 4.009 A

Exit 1 1 134 134 0.0 0.0 0.000 A

BEntry

11 C 389 1388 0.281 389 0.0 0.3 3.506 A

2 A,D,B 148 1388 0.107 150 0.0 0.0 3.085 A

2 1 (A,C,D,B) 537 537 0.0 0.0 0.002 A

Exit 1 1 879 879 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 638 1796 0.355 637 0.0 0.5 3.073 A

Exit 1 1 416 416 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 196 1169 0.168 197 0.0 0.2 3.584 A

Exit 1 1 57 57 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 865 0.177 152 0.2 0.2 5.120 A

Exit 1 1 159 159 0.0 0.0 0.000 A

BEntry

11 C 466 1387 0.336 466 0.3 0.5 3.985 A

2 A,D,B 175 1387 0.126 173 0.0 0.2 3.095 A

2 1 (A,C,D,B) 641 641 0.0 0.0 0.002 A

Exit 1 1 1065 1065 0.0 0.0 0.000 A

44

CEntry 1 1 A,C,D,B 766 1779 0.431 769 0.5 0.8 3.582 A

Exit 1 1 494 494 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 227 1074 0.212 228 0.2 0.3 4.326 A

Exit 1 1 69 69 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 186 738 0.252 184 0.2 0.4 6.155 A

Exit 1 1 197 197 0.0 0.0 0.000 A

BEntry

11 C 570 1383 0.412 570 0.5 0.7 4.608 A

2 A,D,B 206 1383 0.149 206 0.2 0.3 3.214 A

2 1 (A,C,D,B) 777 777 0.0 0.0 0.004 A

Exit 1 1 1315 1315 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 961 1755 0.548 960 0.8 1.0 4.515 A

Exit 1 1 605 605 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 280 933 0.300 282 0.3 0.4 5.564 A

Exit 1 1 85 85 0.0 0.0 0.000 A

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 183 737 0.249 184 0.4 0.3 6.629 A

Exit 1 1 188 188 0.0 0.0 0.000 A

BEntry

11 C 564 1382 0.408 565 0.7 0.6 4.520 A

2 A,D,B 210 1382 0.152 211 0.3 0.1 3.148 A

2 1 (A,C,D,B) 773 773 0.0 0.0 0.006 A

Exit 1 1 1314 1314 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 946 1751 0.540 945 1.0 1.1 4.390 A

Exit 1 1 603 603 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 291 944 0.309 290 0.4 0.5 5.874 A

Exit 1 1 92 92 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 862 0.178 155 0.3 0.2 5.538 A

Exit 1 1 166 166 0.0 0.0 0.000 A

BEntry

11 C 462 1386 0.333 462 0.6 0.5 3.995 A

2 A,D,B 171 1386 0.123 172 0.1 0.1 3.090 A

2 1 (A,C,D,B) 633 633 0.0 0.0 0.001 A

Exit 1 1 1072 1072 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 785 1779 0.441 790 1.1 0.8 3.741 A

Exit 1 1 491 491 0.0 0.0 0.000 A

D Entry 1 1 A,C,B 219 1059 0.207 219 0.5 0.3 4.468 A

45

Exit 1 1 68 68 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 121 947 0.128 121 0.2 0.1 4.474 A

Exit 1 1 126 126 0.0 0.0 0.000 A

BEntry

11 C 384 1389 0.276 386 0.5 0.3 3.638 A

2 A,D,B 137 1389 0.098 139 0.1 0.0 3.093 A

2 1 (A,C,D,B) 521 521 0.0 0.0 0.001 A

Exit 1 1 891 891 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 649 1804 0.360 649 0.8 0.5 3.153 A

Exit 1 1 411 411 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 192 1170 0.164 193 0.3 0.2 3.949 A

Exit 1 1 60 60 0.0 0.0 0.000 A







Junction Network




Left Normal/unknown

Traffic Demand

Demand Set Details


Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically


46




A ONE HOUR ü 171 100.000

B ONE HOUR ü 1042 100.000

C ONE HOUR ü 254 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 723 160

C 16 222 0 16

D 4 65 6 0

ProportionsTo

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.15 0.00 0.69 0.15

C 0.06 0.87 0.00 0.06

D 0.05 0.87 0.08 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0


From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 784 784

C 191 191

D 56 56

08:00-08:15

A 154 154

B 937 937

C 228 228

D 67 67

08:15-08:30

A 188 188

B 1147 1147

C 280 280

47

D 83 83

08:30-08:45

A 188 188

B 1147 1147

C 280 280

D 83 83

08:45-09:00

A 154 154

B 937 937

C 228 228

D 67 67

09:00-09:15

A 129 129

B 784 784

C 191 191

D 56 56

Results





A 3.63 0.3 A 160 240

B 5.50 1.9 A 964 1446

C 2.63 0.3 A 234 350

D 3.33 0.1 A 68 102


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 137 34 221 136 131 0.0 0.2 3.148 A

B 771 193 23 774 334 0.0 0.7 4.023 A

C 192 48 241 192 556 0.0 0.0 2.298 A

D 53 13 298 54 136 0.0 0.0 2.612 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 159 40 268 160 152 0.2 0.1 3.336 A

B 950 237 23 951 406 0.7 1.3 4.479 A

C 231 58 288 231 686 0.0 0.1 2.500 A

D 65 16 355 65 165 0.0 0.1 2.891 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


48

A 184 46 325 183 195 0.1 0.3 3.496 A

B 1146 287 27 1148 481 1.3 1.6 5.500 A

C 285 71 358 284 817 0.1 0.3 2.616 A

D 77 19 443 77 198 0.1 0.1 3.117 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 190 48 321 191 205 0.3 0.1 3.632 A

B 1171 293 30 1168 481 1.6 1.9 5.384 A

C 272 68 368 272 831 0.3 0.1 2.626 A

D 85 21 442 84 198 0.1 0.1 3.331 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 156 39 262 156 164 0.1 0.1 3.337 A

B 945 236 22 945 396 1.9 1.1 4.507 A

C 226 57 296 227 671 0.1 0.1 2.466 A

D 66 16 360 66 163 0.1 0.1 3.103 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 132 33 230 133 139 0.1 0.1 3.211 A

B 800 200 22 802 340 1.1 0.8 3.983 A

C 196 49 252 196 571 0.1 0.2 2.374 A

D 60 15 308 60 140 0.1 0.0 3.027 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 137 1270 0.108 136 0.0 0.2 3.148 A

Exit 1 1 131 131 0.0 0.0 0.000 A

BEntry

11 C 534 1391 0.384 536 0.0 0.4 4.336 A

2 A,D,B 237 1391 0.170 238 0.0 0.2 3.272 A

2 1 (A,C,D,B) 771 771 0.0 0.0 0.005 A

Exit 1 1 334 334 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 192 1733 0.111 192 0.0 0.0 2.298 A

Exit 1 1 556 556 0.0 0.0 0.000 A

D Entry 1 1 A,C,B 53 1459 0.037 54 0.0 0.0 2.612 A

49

Exit 1 1 136 136 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 159 1243 0.128 160 0.2 0.1 3.336 A

Exit 1 1 152 152 0.0 0.0 0.000 A

BEntry

11 C 666 1391 0.479 665 0.4 1.1 4.934 A

2 A,D,B 284 1391 0.204 286 0.2 0.2 3.389 A

2 1 (A,C,D,B) 950 950 0.0 0.0 0.012 A

Exit 1 1 406 406 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 231 1700 0.136 231 0.0 0.1 2.500 A

Exit 1 1 686 686 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 65 1421 0.046 65 0.0 0.1 2.891 A

Exit 1 1 165 165 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 184 1211 0.152 183 0.1 0.3 3.496 A

Exit 1 1 195 195 0.0 0.0 0.000 A

BEntry

11 C 792 1389 0.570 795 1.1 1.2 6.216 A

2 A,D,B 354 1389 0.255 353 0.2 0.4 3.669 A

2 1 (A,C,D,B) 1146 1146 0.0 0.0 0.054 A

Exit 1 1 481 481 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 285 1651 0.172 284 0.1 0.3 2.616 A

Exit 1 1 817 817 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 77 1361 0.056 77 0.1 0.1 3.117 A

Exit 1 1 198 198 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 190 1214 0.157 191 0.3 0.1 3.632 A

Exit 1 1 205 205 0.0 0.0 0.000 A

BEntry

11 C 809 1388 0.583 806 1.2 1.6 6.104 A

2 A,D,B 361 1388 0.260 362 0.4 0.3 3.579 A

2 1 (A,C,D,B) 1171 1170 0.0 0.1 0.038 A

Exit 1 1 481 481 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 272 1644 0.165 272 0.3 0.1 2.626 A

Exit 1 1 831 831 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 85 1363 0.062 84 0.1 0.1 3.331 A

Exit 1 1 198 198 0.0 0.0 0.000 A

50

08:45 - 09:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 156 1247 0.125 156 0.1 0.1 3.337 A

Exit 1 1 164 164 0.0 0.0 0.000 A

BEntry

11 C 651 1391 0.468 653 1.6 0.8 4.966 A

2 A,D,B 294 1391 0.211 292 0.3 0.3 3.379 A

2 1 (A,C,D,B) 945 945 0.1 0.0 0.029 A

Exit 1 1 396 396 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 226 1695 0.134 227 0.1 0.1 2.466 A

Exit 1 1 671 671 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 66 1417 0.046 66 0.1 0.1 3.103 A

Exit 1 1 163 163 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 132 1265 0.104 133 0.1 0.1 3.211 A

Exit 1 1 139 139 0.0 0.0 0.000 A

BEntry

11 C 552 1391 0.397 552 0.8 0.6 4.274 A

2 A,D,B 248 1391 0.179 249 0.3 0.2 3.302 A

2 1 (A,C,D,B) 800 800 0.0 0.0 0.002 A

Exit 1 1 340 340 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 196 1725 0.114 196 0.1 0.2 2.374 A

Exit 1 1 571 571 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 60 1452 0.042 60 0.1 0.0 3.027 A

Exit 1 1 140 140 0.0 0.0 0.000 A

51







Junction Network




Left Normal/unknown

Traffic Demand

Demand Set Details


Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 168 100.000

B ONE HOUR ü 714 100.000

C ONE HOUR ü 941 100.000

D ONE HOUR ü 255 100.000

52


To

From

A B C D

A 0 152 12 4

B 121 0 523 70

C 45 890 0 6

D 10 223 22 0

ProportionsTo

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.73 0.10

C 0.05 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0


From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000



16:15-16:30

A 126 126

B 538 538

C 708 708

D 192 192

16:30-16:45

A 151 151

B 642 642

C 846 846

D 229 229

16:45-17:00

A 185 185

B 786 786

C 1036 1036

D 281 281

17:00-17:15

A 185 185

B 786 786

C 1036 1036

D 281 281

17:15-17:30

A 151 151

B 642 642

C 846 846

D 229 229

17:30-17:45 A 126 126

53

B 538 538

C 708 708

D 192 192

Results





A 7.16 0.3 A 152 228

B 4.17 0.9 A 657 985

C 4.87 1.4 A 858 1286

D 6.35 0.5 A 232 348


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 125 31 849 124 127 0.0 0.2 4.140 A

B 548 137 31 548 942 0.0 0.5 3.469 A

C 698 174 145 699 434 0.0 0.5 3.223 A

D 192 48 784 192 60 0.0 0.2 3.761 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 148 37 1004 147 156 0.2 0.2 5.037 A

B 635 159 35 636 1116 0.5 0.7 3.742 A

C 828 207 169 827 502 0.5 1.0 3.951 A

D 234 58 927 232 69 0.2 0.3 4.798 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 184 46 1249 186 185 0.2 0.3 6.792 A

B 783 196 43 781 1392 0.7 0.8 4.149 A

C 1036 259 208 1040 616 1.0 1.1 4.714 A

D 273 68 1161 273 88 0.3 0.5 6.230 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 183 46 1239 183 202 0.3 0.3 7.161 A

B 785 196 39 785 1383 0.8 0.9 4.171 A

C 1036 259 217 1034 607 1.1 1.4 4.872 A

54

D 273 68 1168 274 84 0.5 0.5 6.353 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 150 38 1025 152 169 0.3 0.2 5.793 A

B 660 165 37 662 1139 0.9 0.6 3.751 A

C 850 213 189 852 511 1.4 0.8 3.956 A

D 231 58 961 232 80 0.5 0.4 5.009 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 121 30 842 121 138 0.2 0.1 4.707 A

B 531 133 28 530 935 0.6 0.6 3.560 A

C 697 174 146 699 412 0.8 0.7 3.344 A

D 191 48 789 191 55 0.4 0.2 4.166 A



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 125 918 0.136 124 0.0 0.2 4.140 A

Exit 1 1 127 127 0.0 0.0 0.000 A

BEntry

11 C 406 1387 0.293 406 0.0 0.4 3.588 A

2 A,D,B 142 1387 0.102 142 0.0 0.1 3.114 A

2 1 (A,C,D,B) 548 548 0.0 0.0 0.004 A

Exit 1 1 942 942 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 698 1800 0.388 699 0.0 0.5 3.223 A

Exit 1 1 434 434 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 192 1134 0.170 192 0.0 0.2 3.761 A

Exit 1 1 60 60 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 148 831 0.178 147 0.2 0.2 5.037 A

Exit 1 1 156 156 0.0 0.0 0.000 A

BEntry

11 C 468 1385 0.338 470 0.4 0.5 3.913 A

2 A,D,B 167 1385 0.120 166 0.1 0.2 3.215 A

2 1 (A,C,D,B) 635 635 0.0 0.0 0.003 A

Exit 1 1 1116 1116 0.0 0.0 0.000 A

55

CEntry 1 1 A,C,D,B 828 1783 0.464 827 0.5 1.0 3.951 A

Exit 1 1 502 502 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 234 1039 0.225 232 0.2 0.3 4.798 A

Exit 1 1 69 69 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 184 694 0.265 186 0.2 0.3 6.792 A

Exit 1 1 185 185 0.0 0.0 0.000 A

BEntry

11 C 580 1382 0.419 578 0.5 0.7 4.510 A

2 A,D,B 203 1382 0.147 204 0.2 0.2 3.099 A

2 1 (A,C,D,B) 783 783 0.0 0.0 0.002 A

Exit 1 1 1392 1392 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1036 1756 0.590 1040 1.0 1.1 4.714 A

Exit 1 1 616 616 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 273 883 0.309 273 0.3 0.5 6.230 A

Exit 1 1 88 88 0.0 0.0 0.000 A

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 183 700 0.261 183 0.3 0.3 7.161 A

Exit 1 1 202 202 0.0 0.0 0.000 A

BEntry

11 C 572 1384 0.414 572 0.7 0.7 4.460 A

2 A,D,B 213 1384 0.154 213 0.2 0.2 3.307 A

2 1 (A,C,D,B) 785 785 0.0 0.0 0.012 A

Exit 1 1 1383 1383 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1036 1750 0.592 1034 1.1 1.4 4.872 A

Exit 1 1 607 607 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 273 879 0.310 274 0.5 0.5 6.353 A

Exit 1 1 84 84 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 150 820 0.183 152 0.3 0.2 5.793 A

Exit 1 1 169 169 0.0 0.0 0.000 A

BEntry

11 C 475 1384 0.343 477 0.7 0.5 3.932 A

2 A,D,B 185 1384 0.133 185 0.2 0.1 3.241 A

2 1 (A,C,D,B) 660 660 0.0 0.0 0.001 A

Exit 1 1 1139 1139 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 850 1770 0.480 852 1.4 0.8 3.956 A

Exit 1 1 511 511 0.0 0.0 0.000 A

D Entry 1 1 A,C,B 231 1016 0.228 232 0.5 0.4 5.009 A

56

Exit 1 1 80 80 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 121 922 0.131 121 0.2 0.1 4.707 A

Exit 1 1 138 138 0.0 0.0 0.000 A

BEntry

11 C 388 1388 0.280 387 0.5 0.5 3.725 A

2 A,D,B 143 1388 0.103 142 0.1 0.2 3.096 A

2 1 (A,C,D,B) 531 531 0.0 0.0 0.002 A

Exit 1 1 935 935 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 697 1800 0.387 699 0.8 0.7 3.344 A

Exit 1 1 412 412 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 191 1131 0.169 191 0.4 0.2 4.166 A

Exit 1 1 55 55 0.0 0.0 0.000 A







Junction Network




Left Normal/unknown

Traffic Demand

Demand Set Details


Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically


57




A ONE HOUR ü 171 100.000

B ONE HOUR ü 1138 100.000

C ONE HOUR ü 263 100.000

D ONE HOUR ü 75 100.000


To

From

A B C D

A 0 151 16 4

B 156 3 819 160

C 16 231 0 16

D 4 65 6 0

ProportionsTo

From

A B C D

A 0.00 0.88 0.09 0.02

B 0.14 0.00 0.72 0.14

C 0.06 0.88 0.00 0.06

D 0.05 0.87 0.08 0.00


To

From

A B C D

A 0 1 0 0

B 1 0 1 5

C 0 1 0 0

D 0 16 0 0


From

A B C D

A 1.000 1.010 1.000 1.000

B 1.010 1.000 1.010 1.050

C 1.000 1.010 1.000 1.000

D 1.000 1.160 1.000 1.000



07:45-08:00

A 129 129

B 857 857

C 198 198

D 56 56

08:00-08:15

A 154 154

B 1023 1023

C 236 236

D 67 67

08:15-08:30

A 188 188

B 1253 1253

C 290 290

58

D 83 83

08:30-08:45

A 188 188

B 1253 1253

C 290 290

D 83 83

08:45-09:00

A 154 154

B 1023 1023

C 236 236

D 67 67

09:00-09:15

A 129 129

B 857 857

C 198 198

D 56 56

Results





A 3.72 0.2 A 156 234

B 6.61 2.1 A 1031 1547

C 2.72 0.3 A 237 355

D 3.35 0.1 A 68 102


07:45 - 08:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 128 32 230 127 132 0.0 0.1 3.116 A

B 858 214 21 861 337 0.0 0.8 4.095 A

C 198 49 247 198 635 0.0 0.1 2.268 A

D 57 14 305 58 140 0.0 0.1 2.745 A

08:00 - 08:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 145 36 267 145 160 0.1 0.2 3.340 A

B 1005 251 22 1008 390 0.8 1.3 4.885 A

C 232 58 297 232 733 0.1 0.1 2.502 A

D 65 16 363 64 166 0.1 0.1 3.039 A

08:15 - 08:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


59

A 191 48 329 191 185 0.2 0.2 3.715 A

B 1244 311 30 1245 491 1.3 2.1 6.243 A

C 283 71 350 283 925 0.1 0.3 2.678 A

D 80 20 434 80 199 0.1 0.1 3.091 A

08:30 - 08:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 184 46 331 185 197 0.2 0.2 3.413 A

B 1229 307 29 1234 487 2.1 1.9 6.610 A

C 288 72 360 287 903 0.3 0.2 2.719 A

D 80 20 448 79 199 0.1 0.1 3.354 A

08:45 - 09:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 152 38 266 152 153 0.2 0.2 3.409 A

B 1003 251 22 1000 396 1.9 1.5 4.933 A

C 226 56 287 226 735 0.2 0.1 2.533 A

D 69 17 351 68 162 0.1 0.1 3.119 A

09:00 - 09:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 133 33 227 134 130 0.2 0.1 3.317 A

B 851 213 20 855 341 1.5 0.8 4.297 A

C 193 48 243 194 631 0.1 0.1 2.364 A

D 59 15 299 58 139 0.1 0.1 2.877 A



07:45 - 08:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 128 1264 0.101 127 0.0 0.1 3.116 A

Exit 1 1 132 132 0.0 0.0 0.000 A

BEntry

11 C 615 1392 0.442 618 0.0 0.6 4.446 A

2 A,D,B 243 1392 0.174 243 0.0 0.2 3.162 A

2 1 (A,C,D,B) 858 858 0.0 0.0 0.003 A

Exit 1 1 337 337 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 198 1729 0.114 198 0.0 0.1 2.268 A

Exit 1 1 635 635 0.0 0.0 0.000 A

D Entry 1 1 A,C,B 57 1454 0.039 58 0.0 0.1 2.745 A

60

Exit 1 1 140 140 0.0 0.0 0.000 A

08:00 - 08:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 145 1244 0.117 145 0.1 0.2 3.340 A

Exit 1 1 160 160 0.0 0.0 0.000 A

BEntry

11 C 712 1391 0.512 715 0.6 1.0 5.407 A

2 A,D,B 293 1391 0.211 293 0.2 0.3 3.435 A

2 1 (A,C,D,B) 1005 1006 0.0 0.0 0.037 A

Exit 1 1 390 390 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 232 1694 0.137 232 0.1 0.1 2.502 A

Exit 1 1 733 733 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 65 1415 0.046 64 0.1 0.1 3.039 A

Exit 1 1 166 166 0.0 0.0 0.000 A

08:15 - 08:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 191 1209 0.158 191 0.2 0.2 3.715 A

Exit 1 1 185 185 0.0 0.0 0.000 A

BEntry

11 C 899 1388 0.648 900 1.0 1.7 7.114 A

2 A,D,B 346 1388 0.249 345 0.3 0.4 3.531 A

2 1 (A,C,D,B) 1244 1245 0.0 0.0 0.120 A

Exit 1 1 491 491 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 283 1657 0.171 283 0.1 0.3 2.678 A

Exit 1 1 925 925 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 80 1368 0.058 80 0.1 0.1 3.091 A

Exit 1 1 199 199 0.0 0.0 0.000 A

08:30 - 08:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 184 1208 0.153 185 0.2 0.2 3.413 A

Exit 1 1 197 197 0.0 0.0 0.000 A

BEntry

11 C 874 1388 0.629 879 1.7 1.6 7.662 A

2 A,D,B 356 1388 0.256 356 0.4 0.3 3.500 A

2 1 (A,C,D,B) 1229 1229 0.0 0.0 0.118 A

Exit 1 1 487 487 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 288 1650 0.175 287 0.3 0.2 2.719 A

Exit 1 1 903 903 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 80 1358 0.059 79 0.1 0.1 3.354 A

Exit 1 1 199 199 0.0 0.0 0.000 A

08:45 - 09:00Arm Side Lane Lane Destination Total Capacity RFC Throughput Start End Delay LOS

61

level arms Demand(PCU/hr)

(PCU/hr) (PCU/hr) queue(PCU)

queue(PCU)

(s)

AEntry 1 1 A,C,D,B 152 1244 0.122 152 0.2 0.2 3.409 A

Exit 1 1 153 153 0.0 0.0 0.000 A

BEntry

11 C 718 1391 0.516 716 1.6 1.2 5.466 A

2 A,D,B 285 1391 0.205 284 0.3 0.3 3.436 A

2 1 (A,C,D,B) 1003 1003 0.0 0.0 0.037 A

Exit 1 1 396 396 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 226 1701 0.133 226 0.2 0.1 2.533 A

Exit 1 1 735 735 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 69 1423 0.048 68 0.1 0.1 3.119 A

Exit 1 1 162 162 0.0 0.0 0.000 A

09:00 - 09:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 133 1266 0.105 134 0.2 0.1 3.317 A

Exit 1 1 130 130 0.0 0.0 0.000 A

BEntry

11 C 611 1392 0.439 614 1.2 0.6 4.677 A

2 A,D,B 239 1392 0.172 240 0.3 0.2 3.284 A

2 1 (A,C,D,B) 851 851 0.0 0.0 0.010 A

Exit 1 1 341 341 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 193 1731 0.112 194 0.1 0.1 2.364 A

Exit 1 1 631 631 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 59 1458 0.040 58 0.1 0.1 2.877 A

Exit 1 1 139 139 0.0 0.0 0.000 A







Junction Network



62


Left Normal/unknown

Traffic Demand

Demand Set Details


Traffic profiletype

Start time(HH:mm)

Finish time(HH:mm)


Runautomatically





A ONE HOUR ü 168 100.000

B ONE HOUR ü 725 100.000

C ONE HOUR ü 1046 100.000

D ONE HOUR ü 255 100.000


To

From

A B C D

A 0 152 12 4

B 121 0 534 70

C 45 995 0 6

D 10 223 22 0

ProportionsTo

From

A B C D

A 0.00 0.90 0.07 0.02

B 0.17 0.00 0.74 0.10

C 0.04 0.95 0.00 0.01

D 0.04 0.87 0.09 0.00


To

From

A B C D

A 0 0 0 0

B 0 0 1 18

C 0 0 0 0

D 0 4 0 0


From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.010 1.180

C 1.000 1.000 1.000 1.000

D 1.000 1.040 1.000 1.000

63



16:15-16:30

A 126 126

B 546 546

C 787 787

D 192 192

16:30-16:45

A 151 151

B 652 652

C 940 940

D 229 229

16:45-17:00

A 185 185

B 798 798

C 1152 1152

D 281 281

17:00-17:15

A 185 185

B 798 798

C 1152 1152

D 281 281

17:15-17:30

A 151 151

B 652 652

C 940 940

D 229 229

17:30-17:45

A 126 126

B 546 546

C 787 787

D 192 192

Results





A 8.35 0.4 A 156 234

B 4.34 1.3 A 663 995

C 5.97 2.0 A 958 1436

D 7.38 0.7 A 238 357


16:15 - 16:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 133 33 931 132 124 0.0 0.2 4.527 A

64

B 536 134 31 535 1032 0.0 0.6 3.499 A

C 785 196 137 785 429 0.0 0.9 3.510 A

D 191 48 862 192 59 0.0 0.1 3.940 A

16:30 - 16:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 151 38 1133 151 151 0.2 0.2 5.682 A

B 635 159 33 635 1250 0.6 0.7 3.776 A

C 943 236 172 941 496 0.9 1.2 4.231 A

D 241 60 1042 242 71 0.1 0.3 5.211 A

16:45 - 17:00

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 178 45 1363 180 188 0.2 0.3 8.227 A

B 805 201 40 804 1503 0.7 1.0 4.219 A

C 1146 286 217 1144 627 1.2 2.0 5.969 A

D 281 70 1270 281 90 0.3 0.5 7.122 A

17:00 - 17:15

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 195 49 1382 195 195 0.3 0.4 8.347 A

B 804 201 44 799 1533 1.0 1.3 4.335 A

C 1159 290 218 1165 624 2.0 1.6 5.918 A

D 286 72 1294 283 89 0.5 0.7 7.384 A

17:15 - 17:30

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 153 38 1103 154 163 0.4 0.2 6.344 A

B 656 164 31 656 1225 1.3 0.7 3.838 A

C 916 229 178 920 510 1.6 1.0 4.263 A

D 235 59 1028 237 69 0.7 0.3 5.150 A

17:30 - 17:45

ArmTotal

Demand(PCU/hr)



Throughput(PCU/hr)


Start queue(PCU)


A 125 31 941 125 135 0.2 0.2 4.967 A

B 542 136 28 542 1038 0.7 0.6 3.529 A

C 797 199 148 796 422 1.0 0.9 3.673 A

D 193 48 884 192 60 0.3 0.3 4.429 A

65



16:15 - 16:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 133 872 0.153 132 0.0 0.2 4.527 A

Exit 1 1 124 124 0.0 0.0 0.000 A

BEntry

11 C 403 1387 0.290 401 0.0 0.5 3.652 A

2 A,D,B 133 1387 0.096 133 0.0 0.1 3.038 A

2 1 (A,C,D,B) 536 536 0.0 0.0 0.000 A

Exit 1 1 1032 1032 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 785 1806 0.434 785 0.0 0.9 3.510 A

Exit 1 1 429 429 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 191 1082 0.176 192 0.0 0.1 3.940 A

Exit 1 1 59 59 0.0 0.0 0.000 A

16:30 - 16:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 151 759 0.199 151 0.2 0.2 5.682 A

Exit 1 1 151 151 0.0 0.0 0.000 A

BEntry

11 C 466 1386 0.336 466 0.5 0.5 4.006 A

2 A,D,B 169 1386 0.122 169 0.1 0.2 3.093 A

2 1 (A,C,D,B) 635 634 0.0 0.0 0.004 A

Exit 1 1 1250 1250 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 943 1782 0.530 941 0.9 1.2 4.231 A

Exit 1 1 496 496 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 241 962 0.250 242 0.1 0.3 5.211 A

Exit 1 1 71 71 0.0 0.0 0.000 A

16:45 - 17:00


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 178 630 0.283 180 0.2 0.3 8.227 A

Exit 1 1 188 188 0.0 0.0 0.000 A

BEntry

11 C 591 1383 0.427 591 0.5 0.8 4.545 A

2 A,D,B 213 1383 0.154 213 0.2 0.1 3.212 A

2 1 (A,C,D,B) 805 805 0.0 0.0 0.010 A

Exit 1 1 1503 1503 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1146 1750 0.655 1144 1.2 2.0 5.969 A

Exit 1 1 627 627 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 281 810 0.346 281 0.3 0.5 7.122 A

Exit 1 1 90 90 0.0 0.0 0.000 A

66

17:00 - 17:15


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 195 620 0.314 195 0.3 0.4 8.347 A

Exit 1 1 195 195 0.0 0.0 0.000 A

BEntry

11 C 589 1382 0.426 584 0.8 1.1 4.677 A

2 A,D,B 215 1382 0.155 215 0.1 0.2 3.253 A

2 1 (A,C,D,B) 804 804 0.0 0.0 0.023 A

Exit 1 1 1533 1533 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 1159 1749 0.662 1165 2.0 1.6 5.918 A

Exit 1 1 624 624 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 286 795 0.360 283 0.5 0.7 7.384 A

Exit 1 1 89 89 0.0 0.0 0.000 A

17:15 - 17:30


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 153 776 0.198 154 0.4 0.2 6.344 A

Exit 1 1 163 163 0.0 0.0 0.000 A

BEntry

11 C 481 1387 0.347 481 1.1 0.5 4.112 A

2 A,D,B 175 1387 0.126 175 0.2 0.2 3.038 A

2 1 (A,C,D,B) 656 656 0.0 0.0 0.001 A

Exit 1 1 1225 1225 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 916 1778 0.515 920 1.6 1.0 4.263 A

Exit 1 1 510 510 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 235 971 0.242 237 0.7 0.3 5.150 A

Exit 1 1 69 69 0.0 0.0 0.000 A

17:30 - 17:45


arms

TotalDemand(PCU/hr)


(PCU/hr)

Startqueue(PCU)

Endqueue(PCU)

Delay(s) LOS

AEntry 1 1 A,C,D,B 125 867 0.145 125 0.2 0.2 4.967 A

Exit 1 1 135 135 0.0 0.0 0.000 A

BEntry

11 C 396 1389 0.285 396 0.5 0.4 3.680 A

2 A,D,B 146 1389 0.105 146 0.2 0.1 3.071 A

2 1 (A,C,D,B) 542 542 0.0 0.0 0.004 A

Exit 1 1 1038 1038 0.0 0.0 0.000 A

CEntry 1 1 A,C,D,B 797 1798 0.443 796 1.0 0.9 3.673 A

Exit 1 1 422 422 0.0 0.0 0.000 A

DEntry 1 1 A,C,B 193 1068 0.181 192 0.3 0.3 4.429 A

Exit 1 1 60 60 0.0 0.0 0.000 A



H. Junction Modelling Results LINSIG

Velindre Cancer Campus – Existing Layout without DepotBasic Results Summary

User and Project DetailsProject: Longwood Dirve

Title: M4 J32

Location:

File name: J32_C_No depot flow RevB.lsg3x

Author: BR

Company: MM

Address: Soton

Notes: Lane and two Flare on Superstore Using "Flows for LINSIG model CroytonGyratory5" traffic flows.

Scenario 1: '2016 AM' (FG1: '2016 AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram

M4 J32 LongwoodPRC: 13.9 %Total Traffic Delay: 9.0 pcuHr

Arm 1 - South Circulatory

1234

1980 1419 70.3%

2120 1519 79.0%

1980 1419 10.6%

1980 1419 17.3%

Arm2

- Superstore

1

21786

23859.6%

3400392

36.0%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Velindre Cancer Campus – Existing Layout without DepotNetwork Results

Item LaneDescription

LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)

Turners WhenUnopposed(pcu)

Turners InIntergreen(pcu)

TotalDelay(pcuHr)

Av.DelayPer PCU(s/pcu)

MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 79.0% 0 0 0 9.0 - -

M4 J32Longwood - - - - - - - - - 79.0% 0 0 0 9.0 - -

1/1South

CirculatoryAhead

U A 1 42 - 997 1980 1419 70.3% - - - 2.5 9.1 10.6

1/2South

CirculatoryAhead

U A 1 42 - 1201 2120 1519 79.0% - - - 3.7 11.1 14.9

1/3South

CirculatoryAhead

U A 1 42 - 150 1980 1419 10.6% - - - 0.2 4.0 0.8

1/4South

CirculatoryAhead

U A 1 42 - 245 1980 1419 17.3% - - - 0.3 4.3 1.4

2/1+2/2 SuperstoreLeft U B 1 7 - 283 1786:3400 238+392 59.6 :

36.0% - - - 2.3 29.2 2.6

C1 PRC for Signalled Lanes (%): 13.9 Total Delay for Signalled Lanes (pcuHr): 8.99 Cycle Time (s): 60 PRC Over All Lanes (%): 13.9 Total Delay Over All Lanes(pcuHr): 8.99

Velindre Cancer Campus – Existing Layout without DepotScenario 2: '2016 PM' (FG2: '2016 PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1348 77.7%

2120 1443 81.4%

1980 1348 18.6%

1980 1348 18.6%

Arm2

- Superstore

1

21786

34762.8%

3400661

77.6%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 81.4% 0 0 0 16.5 - -

M4 J32Longwood - - - - - - - - - 81.4% 0 0 0 16.5 - -

1/1South

CirculatoryAhead

U A 1 48 - 1047 1980 1348 77.7% - - - 4.0 13.7 15.7

1/2South

CirculatoryAhead

U A 1 48 - 1175 2120 1443 81.4% - - - 4.8 14.9 18.8

1/3South

CirculatoryAhead

U A 1 48 - 250 1980 1348 18.6% - - - 0.4 5.9 1.9

1/4South

CirculatoryAhead

U A 1 48 - 250 1980 1348 18.6% - - - 0.4 5.9 1.9


77.6% - - - 6.8 33.7 6.2


Velindre Cancer Campus – Existing Layout without Depotcenario 5: '2022 AM' (FG5: '2022 AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1419 77.0%

2120 1519 86.6%

1980 1419 11.6%

1980 1419 19.0%

Arm2

- Superstore

1

21786

23865.1%

3400400

38.8%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 86.6% 0 0 0 11.8 - -

M4 J32Longwood - - - - - - - - - 86.6% 0 0 0 11.8 - -

1/1South

CirculatoryAhead

U A 1 42 - 1092 1980 1419 77.0% - - - 3.3 10.8 12.9

1/2South

CirculatoryAhead

U A 1 42 - 1315 2120 1519 86.6% - - - 5.4 14.9 19.2

1/3South

CirculatoryAhead

U A 1 42 - 164 1980 1419 11.6% - - - 0.2 4.1 0.9

1/4South

CirculatoryAhead

U A 1 42 - 269 1980 1419 19.0% - - - 0.3 4.4 1.5


38.8% - - - 2.6 29.6 2.9





1234

1980 1386 82.8%

2120 1484 86.7%

1980 1386 19.8%

1980 1386 19.8%

Arm2

- Superstore

1

21786

27287.8%

3200640

87.8%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 87.8% 0 0 0 24.3 - -

M4 J32Longwood - - - - - - - - - 87.8% 0 0 0 24.3 - -

1/1South

CirculatoryAhead

U A 1 62 - 1147 1980 1386 82.8% - - - 5.4 17.0 22.7

1/2South

CirculatoryAhead

U A 1 62 - 1287 2120 1484 86.7% - - - 6.8 19.2 27.5

1/3South

CirculatoryAhead

U A 1 62 - 274 1980 1386 19.8% - - - 0.5 6.3 2.5

1/4South

CirculatoryAhead

U A 1 62 - 274 1980 1386 19.8% - - - 0.5 6.3 2.5


87.8% - - - 11.1 49.7 10.2


Velindre Cancer Campus – Existing Layout without DepotScenario 7: '2022 Dev AM' (FG7: '2022 Dev AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1419 76.9%

2120 1519 86.5%

1980 1419 11.3%

1980 1419 19.0%

Arm2

- Superstore

1

21786

23866.3%

3400453

36.6%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 86.5% 0 0 0 11.8 - -

M4 J32Longwood - - - - - - - - - 86.5% 0 0 0 11.8 - -

1/1South

CirculatoryAhead

U A 1 42 - 1091 1980 1419 76.9% - - - 3.3 10.8 12.9

1/2South

CirculatoryAhead

U A 1 42 - 1314 2120 1519 86.5% - - - 5.4 14.8 19.2

1/3South

CirculatoryAhead

U A 1 42 - 160 1980 1419 11.3% - - - 0.2 4.1 0.9

1/4South

CirculatoryAhead

U A 1 42 - 269 1980 1419 19.0% - - - 0.3 4.4 1.5


36.6% - - - 2.6 29.1 2.9


Velindre Cancer Campus – Existing Layout without DepotScenario 8: '2022 Dev PM' (FG8: '2022 Dev PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram

M4 J32 LongwoodPRC: -2.8 %Total Traffic Delay: 33.9 pcuHr


1234

1980 1285 88.3%

2120 1376 92.5%

1980 1285 18.1%

1980 1285 21.3%

Arm2

- Superstore

1

21786

37889.8%

3200817

89.8%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 92.5% 0 0 0 33.9 - -

M4 J32Longwood - - - - - - - - - 92.5% 0 0 0 33.9 - -

1/1South

CirculatoryAhead

U A 1 60 - 1135 1980 1285 88.3% - - - 7.9 25.0 27.9

1/2South

CirculatoryAhead

U A 1 60 - 1273 2120 1376 92.5% - - - 10.7 30.3 34.6

1/3South

CirculatoryAhead

U A 1 60 - 232 1980 1285 18.1% - - - 0.5 8.3 2.5

1/4South

CirculatoryAhead

U A 1 60 - 274 1980 1285 21.3% - - - 0.6 8.5 3.0


89.8% - - - 14.1 47.2 13.3

C1 PRC for Signalled Lanes (%): -2.8 Total Delay for Signalled Lanes (pcuHr): 33.86 Cycle Time (s): 94 PRC Over All Lanes (%): -2.8 Total Delay Over All Lanes(pcuHr): 33.86

Velindre Cancer Campus – Existing Layout without DepotScenario 9: '2032 AM' (FG9: '2032 AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1600 76.1%

2120 1714 85.7%

1980 1600 11.4%

1980 1600 18.7%

Arm2

- Superstore

1

21786

20883.0%

3400208

83.0%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 85.7% 0 0 0 17.0 - -

M4 J32Longwood - - - - - - - - - 85.7% 0 0 0 17.0 - -

1/1South

CirculatoryAhead

U A 1 96 - 1218 1980 1600 76.1% - - - 3.5 10.4 21.5

1/2South

CirculatoryAhead

U A 1 96 - 1468 2120 1714 85.7% - - - 5.8 14.3 33.1

1/3South

CirculatoryAhead

U A 1 96 - 183 1980 1600 11.4% - - - 0.2 3.7 1.3

1/4South

CirculatoryAhead

U A 1 96 - 300 1980 1600 18.7% - - - 0.3 4.0 2.4


83.0% - - - 7.2 74.5 7.9





1234

1980 1436 89.0%

2120 1537 93.3%

1980 1436 21.3%

1980 1436 21.2%

Arm2

- Superstore

1

21786

28493.6%

3400670

93.6%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 93.6% 0 0 0 39.0 - -

M4 J32Longwood - - - - - - - - - 93.6% 0 0 0 39.0 - -

1/1South

CirculatoryAhead

U A 1 86 - 1278 1980 1436 89.0% - - - 8.4 23.7 36.9

1/2South

CirculatoryAhead

U A 1 86 - 1434 2120 1537 93.3% - - - 11.8 29.6 46.4

1/3South

CirculatoryAhead

U A 1 86 - 306 1980 1436 21.3% - - - 0.6 7.0 3.5

1/4South

CirculatoryAhead

U A 1 86 - 305 1980 1436 21.2% - - - 0.6 7.0 3.4


93.6% - - - 17.6 71.0 16.3


Velindre Cancer Campus – Existing Layout without DepotScenario 11: '2032 Dev AM' (FG11: '2032 Dev AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1600 76.0%

2120 1714 85.5%

1980 1600 11.1%

1980 1600 18.7%

Arm2

- Superstore

1

21786

20884.5%

3400224

84.5%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 85.5% 0 0 0 17.5 - -

M4 J32Longwood - - - - - - - - - 85.5% 0 0 0 17.5 - -

1/1South

CirculatoryAhead

U A 1 96 - 1217 1980 1600 76.0% - - - 3.5 10.4 21.5

1/2South

CirculatoryAhead

U A 1 96 - 1466 2120 1714 85.5% - - - 5.8 14.2 33.0

1/3South

CirculatoryAhead

U A 1 96 - 178 1980 1600 11.1% - - - 0.2 3.7 1.3

1/4South

CirculatoryAhead

U A 1 96 - 300 1980 1600 18.7% - - - 0.3 4.0 2.4


84.5% - - - 7.7 75.7 8.2


Velindre Cancer Campus – Existing Layout without DepotScenario 12: '2032 Dev PM' (FG12: '2032 Dev PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1238 101.2%

2120 1325 106.0%

1980 1238 17.5%

1980 1238 24.6%

Arm2

- Superstore

1

21786

352106.2%3200

764106.2%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

Deg Sat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 106.2% 0 0 0 149.3 - -

M4 J32Longwood - - - - - - - - - 106.2% 0 0 0 149.3 - -

1/1South

CirculatoryAhead

U A 1 74 - 1252 1980 1238 101.2% - - - 30.3 87.1 63.9

1/2South

CirculatoryAhead

U A 1 74 - 1405 2120 1325 106.0% - - - 60.5 155.1 96.9

1/3South

CirculatoryAhead

U A 1 74 - 217 1980 1238 17.5% - - - 0.7 11.2 3.1

1/4South

CirculatoryAhead

U A 1 74 - 305 1980 1238 24.6% - - - 1.0 11.9 4.7


106.2% - - - 56.8 172.4 64.6


Velindre Cancer Campus – Existing Layout with DepotBasic Results Summary


Title: M4 J32

Location:

File name: J32_C revB.lsg3x

Author: BR

Company: MM

Address: Soton

Notes: Lane and two Flare on Superstore Using "Flows for LINSIG model CroytonGyratory5" traffic flows.




1234

1980 1320 75.5%

2120 1413 85.0%

1980 1320 11.4%

1980 1320 18.6%

Arm2

- Superstore

1

21786

26853.0%

3400266

53.0%

Arm 3 - Depot

1 1965 65 13.7%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Velindre Cancer Campus – Existing Layout with DepotNetwork Results


LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 85.0% 0 0 0 11.8 - -

M4 J32Longwood - - - - - - - - - 85.0% 0 0 0 11.8 - -

1/1South

CirculatoryAhead

U A 1 27 - 997 1980 1320 75.5% - - - 3.4 12.2 12.6

1/2South

CirculatoryAhead

U A 1 27 - 1201 2120 1413 85.0% - - - 5.3 16.0 18.1

1/3South

CirculatoryAhead

U A 1 27 - 150 1980 1320 11.4% - - - 0.2 5.2 0.9

1/4South

CirculatoryAhead

U A 1 27 - 245 1980 1320 18.6% - - - 0.4 5.5 1.6


53.0% - - - 2.4 30.3 2.7

3/1 Depot Ahead U C 1 7 - 9 1965 65 13.7% - - - 0.2 60.3 0.2


Velindre Cancer Campus – Existing Layout with DepotScenario 2: '2016 PM' (FG2: '2016 PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1265 82.8%

2120 1354 86.8%

1980 1265 19.8%

1980 1265 19.8%

Arm2

- Superstore

1

21786

32267.6%

3400614

83.6%

Arm 3 - Depot

1 1965 82 33.0%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 86.8% 0 0 0 20.8 - -

M4 J32Longwood - - - - - - - - - 86.8% 0 0 0 20.8 - -

1/1South

CirculatoryAhead

U A 1 39 - 1047 1980 1265 82.8% - - - 5.2 18.0 18.3

1/2South

CirculatoryAhead

U A 1 39 - 1175 2120 1354 86.8% - - - 6.6 20.2 22.1

1/3South

CirculatoryAhead

U A 1 39 - 250 1980 1265 19.8% - - - 0.5 7.2 2.1

1/4South

CirculatoryAhead

U A 1 39 - 250 1980 1265 19.8% - - - 0.5 7.2 2.1


83.6% - - - 7.5 36.8 6.7

3/1 Depot Ahead U C 1 7 - 27 1965 82 33.0% - - - 0.5 66.1 0.8


Velindre Cancer Campus – Existing Layout with DepotScenario 5: '2022 AM' (FG5: '2022 AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1320 82.7%

2120 1413 93.0%

1980 1320 12.4%

1980 1320 20.4%

Arm2

- Superstore

1

21786

26857.9%

3400268

57.9%

Arm 3 - Depot

1 1965 65 15.3%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 93.0% 0 0 0 17.3 - -

M4 J32Longwood - - - - - - - - - 93.0% 0 0 0 17.3 - -

1/1South

CirculatoryAhead

U A 1 27 - 1092 1980 1320 82.7% - - - 4.6 15.2 15.7

1/2South

CirculatoryAhead

U A 1 27 - 1315 2120 1413 93.0% - - - 9.2 25.1 25.0

1/3South

CirculatoryAhead

U A 1 27 - 164 1980 1320 12.4% - - - 0.2 5.2 1.0

1/4South

CirculatoryAhead

U A 1 27 - 269 1980 1320 20.4% - - - 0.4 5.6 1.8


57.9% - - - 2.7 31.2 3.1

3/1 Depot Ahead U C 1 7 - 10 1965 65 15.3% - - - 0.2 60.8 0.3





1234

1980 1298 88.4%

2120 1390 92.6%

1980 1298 21.1%

1980 1298 21.1%

Arm2

- Superstore

1

21786

27287.8%

3200640

87.8%

Arm 3 - Depot

1 1965 65 45.8%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 92.6% 0 0 0 31.2 - -

M4 J32Longwood - - - - - - - - - 92.6% 0 0 0 31.2 - -

1/1South

CirculatoryAhead

U A 1 52 - 1147 1980 1298 88.4% - - - 7.7 24.1 26.9

1/2South

CirculatoryAhead

U A 1 52 - 1287 2120 1390 92.6% - - - 10.5 29.4 33.5

1/3South

CirculatoryAhead

U A 1 52 - 274 1980 1298 21.1% - - - 0.6 8.0 2.8

1/4South

CirculatoryAhead

U A 1 52 - 274 1980 1298 21.1% - - - 0.6 8.0 2.8


87.8% - - - 11.1 49.7 10.2

3/1 Depot Ahead U C 1 7 - 30 1965 65 45.8% - - - 0.8 92.3 1.1


Velindre Cancer Campus – Existing Layout with DepotScenario 7: '2022 Dev AM' (FG7: '2022 Dev AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1320 82.7%

2120 1413 93.0%

1980 1320 12.1%

1980 1320 20.4%

Arm2

- Superstore

1

21786

26859.0%

3400281

59.0%

Arm 3 - Depot

1 1965 65 15.3%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 93.0% 0 0 0 17.3 - -

M4 J32Longwood - - - - - - - - - 93.0% 0 0 0 17.3 - -

1/1South

CirculatoryAhead

U A 1 27 - 1091 1980 1320 82.7% - - - 4.6 15.1 15.7

1/2South

CirculatoryAhead

U A 1 27 - 1314 2120 1413 93.0% - - - 9.1 25.0 24.9

1/3South

CirculatoryAhead

U A 1 27 - 160 1980 1320 12.1% - - - 0.2 5.2 1.0

1/4South

CirculatoryAhead

U A 1 27 - 269 1980 1320 20.4% - - - 0.4 5.6 1.8


59.0% - - - 2.8 31.2 3.1

3/1 Depot Ahead U C 1 7 - 10 1965 65 15.3% - - - 0.2 60.8 0.3


Velindre Cancer Campus – Existing Layout with DepotScenario 8: '2022 Dev PM' (FG8: '2022 Dev PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1210 93.8%

2120 1296 98.3%

1980 1210 19.2%

1980 1210 22.6%

Arm2

- Superstore

1

21786

36293.8%

3200782

93.8%

Arm 3 - Depot

1 1965 65 45.8%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 98.3% 0 0 0 48.9 - -

M4 J32Longwood - - - - - - - - - 98.3% 0 0 0 48.9 - -

1/1South

CirculatoryAhead

U A 1 48 - 1135 1980 1210 93.8% - - - 11.5 36.4 32.3

1/2South

CirculatoryAhead

U A 1 48 - 1273 2120 1296 98.3% - - - 19.1 54.0 43.8

1/3South

CirculatoryAhead

U A 1 48 - 232 1980 1210 19.2% - - - 0.6 9.6 2.6

1/4South

CirculatoryAhead

U A 1 48 - 274 1980 1210 22.6% - - - 0.7 9.8 3.2


93.8% - - - 16.2 54.4 15.4

3/1 Depot Ahead U C 1 7 - 30 1965 65 45.8% - - - 0.8 92.3 1.1


Velindre Cancer Campus – Existing Layout with DepotScenario 9: '2032 AM' (FG9: '2032 AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1568 77.7%

2120 1678 87.5%

1980 1568 11.7%

1980 1568 19.1%

Arm2

- Superstore

1

21786

20883.0%

3400208

83.0%

Arm 3 - Depot

1 1965 33 33.6%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 87.5% 0 0 0 19.0 - -

M4 J32Longwood - - - - - - - - - 87.5% 0 0 0 19.0 - -

1/1South

CirculatoryAhead

U A 1 82 - 1218 1980 1568 77.7% - - - 4.0 11.9 23.4

1/2South

CirculatoryAhead

U A 1 82 - 1468 2120 1678 87.5% - - - 6.8 16.8 36.4

1/3South

CirculatoryAhead

U A 1 82 - 183 1980 1568 11.7% - - - 0.2 4.2 1.4

1/4South

CirculatoryAhead

U A 1 82 - 300 1980 1568 19.1% - - - 0.4 4.5 2.5


83.0% - - - 7.2 74.5 7.9

3/1 Depot Ahead U C 1 7 - 11 1965 33 33.6% - - - 0.4 139.4 0.6





1234

1980 1346 94.9%

2120 1442 99.5%

1980 1346 22.7%

1980 1346 22.7%

Arm2

- Superstore

1

21786

27497.1%

3400646

97.1%

Arm 3 - Depot

1 1965 59 56.0%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 99.5% 0 0 0 58.1 - -

M4 J32Longwood - - - - - - - - - 99.5% 0 0 0 58.1 - -

1/1South

CirculatoryAhead

U A 1 61 - 1278 1980 1346 94.9% - - - 12.8 36.0 39.6

1/2South

CirculatoryAhead

U A 1 61 - 1434 2120 1442 99.5% - - - 23.4 58.8 56.2

1/3South

CirculatoryAhead

U A 1 61 - 306 1980 1346 22.7% - - - 0.7 7.8 3.3

1/4South

CirculatoryAhead

U A 1 61 - 305 1980 1346 22.7% - - - 0.7 7.8 3.3


97.1% - - - 19.5 78.6 18.3

3/1 Depot Ahead U C 1 7 - 33 1965 59 56.0% - - - 1.0 114.2 1.5


Velindre Cancer Campus – Existing Layout with DepotScenario 11: '2032 Dev AM' (FG11: '2032 Dev AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1568 77.6%

2120 1678 87.3%

1980 1568 11.4%

1980 1568 19.1%

Arm2

- Superstore

1

21786

20884.5%

3400224

84.5%

Arm 3 - Depot

1 1965 33 33.6%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 87.3% 0 0 0 19.5 - -

M4 J32Longwood - - - - - - - - - 87.3% 0 0 0 19.5 - -

1/1South

CirculatoryAhead

U A 1 82 - 1217 1980 1568 77.6% - - - 4.0 11.8 23.4

1/2South

CirculatoryAhead

U A 1 82 - 1466 2120 1678 87.3% - - - 6.8 16.7 36.3

1/3South

CirculatoryAhead

U A 1 82 - 178 1980 1568 11.4% - - - 0.2 4.2 1.4

1/4South

CirculatoryAhead

U A 1 82 - 300 1980 1568 19.1% - - - 0.4 4.5 2.5


84.5% - - - 7.7 75.7 8.2

3/1 Depot Ahead U C 1 7 - 11 1965 33 33.6% - - - 0.4 139.4 0.6


Velindre Cancer Campus – Existing Layout with DepotScenario 12: '2032 Dev PM' (FG12: '2032 Dev PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1247 100.4%

2120 1336 105.2%

1980 1247 17.4%

1980 1247 24.5%

Arm2

- Superstore

1

21786

354105.6%3200

768105.6%

Arm 3 - Depot

1 1965 59 56.0%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

Deg Sat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 105.6% 0 0 0 134.5 - -

M4 J32Longwood - - - - - - - - - 105.6% 0 0 0 134.5 - -

1/1South

CirculatoryAhead

U A 1 56 - 1252 1980 1247 100.4% - - - 25.5 73.4 53.8

1/2South

CirculatoryAhead

U A 1 56 - 1405 2120 1336 105.2% - - - 53.3 136.7 83.8

1/3South

CirculatoryAhead

U A 1 56 - 217 1980 1247 17.4% - - - 0.6 9.4 2.6

1/4South

CirculatoryAhead

U A 1 56 - 305 1980 1247 24.5% - - - 0.8 10.0 3.8


105.6% - - - 53.1 161.4 55.9

3/1 Depot Ahead U C 1 7 - 33 1965 59 56.0% - - - 1.0 114.2 1.5


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryBasic Results Summary


Title: M4 J32

Location:

File name: J32_D_no depot Flow RevB.lsg3x

Author: BR

Company: MM

Address: Soton

Notes: No Depot flowUsing "Flows for LINSIG model Croyton Gyratory5" traffic flows.




1234

1980 1419 70.3%

2120 1519 79.0%

1980 1419 10.6%

1980 1419 17.3%

Arm2

- Superstore

1 2 31786

23859.6%

1800240

26.3%1786

23832.8%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Basic Results SummaryNetwork Results


LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 79.0% 0 0 0 9.5 - -

M4 J32Longwood - - - - - - - - - 79.0% 0 0 0 9.5 - -

1/1South

CirculatoryAhead

U A 1 42 - 997 1980 1419 70.3% - - - 2.5 9.1 10.6

1/2South

CirculatoryAhead

U A 1 42 - 1201 2120 1519 79.0% - - - 3.7 11.1 14.9

1/3South

CirculatoryAhead

U A 1 42 - 150 1980 1419 10.6% - - - 0.2 4.0 0.8

1/4South

CirculatoryAhead

U A 1 42 - 245 1980 1419 17.3% - - - 0.3 4.3 1.4

2/1 SuperstoreLeft U B 1 7 - 142 1786 238 59.6% - - - 1.7 42.9 2.9


32.8% - - - 1.1 28.8 1.4


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryScenario 2: '2016 PM' (FG2: '2016 PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1375 76.1%

2120 1472 79.8%

1980 1375 18.2%

1980 1375 18.2%

Arm2

- Superstore

1 2 31786

32267.6%

1800325

80.6%1786

32277.8%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 80.6% 0 0 0 17.4 - -

M4 J32Longwood - - - - - - - - - 80.6% 0 0 0 17.4 - -

1/1South

CirculatoryAhead

U A 1 49 - 1047 1980 1375 76.1% - - - 3.7 12.6 15.0

1/2South

CirculatoryAhead

U A 1 49 - 1175 2120 1472 79.8% - - - 4.4 13.5 17.9

1/3South

CirculatoryAhead

U A 1 49 - 250 1980 1375 18.2% - - - 0.4 5.5 1.8

1/4South

CirculatoryAhead

U A 1 49 - 250 1980 1375 18.2% - - - 0.4 5.5 1.8



77.8% - - - 5.9 41.2 6.9


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryScenario 7: '2022 Dev AM' (FG7: '2022 Dev AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1419 76.9%

2120 1519 86.5%

1980 1419 11.3%

1980 1419 19.0%

Arm2

- Superstore

1 2 31786

23866.3%

1800240

30.4%1786

23839.1%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 86.5% 0 0 0 12.6 - -

M4 J32Longwood - - - - - - - - - 86.5% 0 0 0 12.6 - -

1/1South

CirculatoryAhead

U A 1 42 - 1091 1980 1419 76.9% - - - 3.3 10.8 12.9

1/2South

CirculatoryAhead

U A 1 42 - 1314 2120 1519 86.5% - - - 5.4 14.8 19.2

1/3South

CirculatoryAhead

U A 1 42 - 160 1980 1419 11.3% - - - 0.2 4.1 0.9

1/4South

CirculatoryAhead

U A 1 42 - 269 1980 1419 19.0% - - - 0.3 4.4 1.5



39.1% - - - 1.4 29.4 1.7


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryScenario 8: '2022 Dev PM' (FG8: '2022 Dev PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1327 85.5%

2120 1421 89.6%

1980 1327 17.5%

1980 1327 20.6%

Arm2

- Superstore

1 2 31786

41881.3%

1800405

89.2%1786

41889.2%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 89.6% 0 0 0 32.5 - -

M4 J32Longwood - - - - - - - - - 89.6% 0 0 0 32.5 - -

1/1South

CirculatoryAhead

U A 1 62 - 1135 1980 1327 85.5% - - - 6.6 21.1 25.6

1/2South

CirculatoryAhead

U A 1 62 - 1273 2120 1421 89.6% - - - 8.6 24.3 31.3

1/3South

CirculatoryAhead

U A 1 62 - 232 1980 1327 17.5% - - - 0.5 7.4 2.4

1/4South

CirculatoryAhead

U A 1 62 - 274 1980 1327 20.6% - - - 0.6 7.6 2.8



89.2% - - - 10.9 53.4 13.2


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryScenario 11: '2032 Dev AM' (FG11: '2032 Dev AM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1600 76.0%

2120 1714 85.5%

1980 1600 11.1%

1980 1600 18.7%

Arm2

- Superstore

1 2 31786

20884.5%

1800210

39.6%1786

20850.9%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 85.5% 0 0 0 17.7 - -

M4 J32Longwood - - - - - - - - - 85.5% 0 0 0 17.7 - -

1/1South

CirculatoryAhead

U A 1 96 - 1217 1980 1600 76.0% - - - 3.5 10.4 21.5

1/2South

CirculatoryAhead

U A 1 96 - 1466 2120 1714 85.5% - - - 5.8 14.2 33.0

1/3South

CirculatoryAhead

U A 1 96 - 178 1980 1600 11.1% - - - 0.2 3.7 1.3

1/4South

CirculatoryAhead

U A 1 96 - 300 1980 1600 18.7% - - - 0.3 4.0 2.4



50.9% - - - 3.0 57.3 3.7


Velindre Cancer Centre Proposed Lay-out No Depot Basic Results SummaryScenario 12: '2032 Dev PM' (FG12: '2032 Dev PM', Plan 2: 'Network Control Plan 2')Network Layout Diagram



1234

1980 1327 94.4%

2120 1420 98.9%

1980 1327 16.4%

1980 1327 23.0%

Arm2

- Superstore

1 2 31786

42987.3%

1800401

99.5%1786

41499.5%

Arm 3 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 99.5% 0 0 0 63.4 - -

M4 J32Longwood - - - - - - - - - 99.5% 0 0 0 63.4 - -

1/1South

CirculatoryAhead

U A 1 66 - 1252 1980 1327 94.4% - - - 12.2 35.1 38.0

1/2South

CirculatoryAhead

U A 1 66 - 1405 2120 1420 98.9% - - - 21.6 55.3 53.1

1/3South

CirculatoryAhead

U A 1 66 - 217 1980 1327 16.4% - - - 0.5 7.7 2.3

1/4South

CirculatoryAhead

U A 1 66 - 305 1980 1327 23.0% - - - 0.7 8.2 3.5



99.5% - - - 21.6 95.9 25.1


Velindre Cancer Centre Proposed Lay-out With Depot Basic Results SummaryBasic Results Summary


Title: M4 J32

Location:

File name: J32_D RevB.lsg3x

Author: BR

Company: MM

Address: Soton

Notes: Using "Flows for LINSIG model Croyton Gyratory5" traffic flows.




1234

1980 1320 75.5%

2120 1413 85.0%

1980 1320 11.4%

1980 1320 18.6%

Arm2

- Superstore

1 2 31786

26853.0%

1800270

23.3%1786

26829.1%

Arm 3 - Depot

1 1965 65 13.7%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 85.0% 0 0 0 12.0 - -

M4 J32Longwood - - - - - - - - - 85.0% 0 0 0 12.0 - -

1/1South

CirculatoryAhead

U A 1 27 - 997 1980 1320 75.5% - - - 3.4 12.2 12.6

1/2South

CirculatoryAhead

U A 1 27 - 1201 2120 1413 85.0% - - - 5.3 16.0 18.1

1/3South

CirculatoryAhead

U A 1 27 - 150 1980 1320 11.4% - - - 0.2 5.2 0.9

1/4South

CirculatoryAhead

U A 1 27 - 245 1980 1320 18.6% - - - 0.4 5.5 1.6



29.1% - - - 1.1 27.1 1.3

3/1 Depot Ahead U C 1 7 - 9 1965 65 13.7% - - - 0.2 60.3 0.2


Velindre Cancer Centre Proposed Lay-out With Depot Basic Results SummaryScenario 2: '2016 PM' (FG2: '2016 PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1265 82.8%

2120 1354 86.8%

1980 1265 19.8%

1980 1265 19.8%

Arm2

- Superstore

1 2 31786

32267.6%

1800325

80.6%1786

32277.8%

Arm 3 - Depot

1 1965 82 33.0%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 86.8% 0 0 0 21.9 - -

M4 J32Longwood - - - - - - - - - 86.8% 0 0 0 21.9 - -

1/1South

CirculatoryAhead

U A 1 39 - 1047 1980 1265 82.8% - - - 5.2 18.0 18.3

1/2South

CirculatoryAhead

U A 1 39 - 1175 2120 1354 86.8% - - - 6.6 20.2 22.1

1/3South

CirculatoryAhead

U A 1 39 - 250 1980 1265 19.8% - - - 0.5 7.2 2.1

1/4South

CirculatoryAhead

U A 1 39 - 250 1980 1265 19.8% - - - 0.5 7.2 2.1



77.8% - - - 5.9 41.2 6.9

3/1 Depot Ahead U C 1 7 - 27 1965 82 33.0% - - - 0.5 66.1 0.8


Velindre Cancer Care Proposed Lay-out With Depot Basic Results SummaryScenario 7: '2022 Dev AM' (FG7: '2022 Dev AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1320 82.7%

2120 1413 93.0%

1980 1320 12.1%

1980 1320 20.4%

Arm2

- Superstore

1 2 31786

26859.0%

1800270

27.0%1786

26834.7%

Arm 3 - Depot

1 1965 65 15.3%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 93.0% 0 0 0 17.5 - -

M4 J32Longwood - - - - - - - - - 93.0% 0 0 0 17.5 - -

1/1South

CirculatoryAhead

U A 1 27 - 1091 1980 1320 82.7% - - - 4.6 15.1 15.7

1/2South

CirculatoryAhead

U A 1 27 - 1314 2120 1413 93.0% - - - 9.1 25.0 24.9

1/3South

CirculatoryAhead

U A 1 27 - 160 1980 1320 12.1% - - - 0.2 5.2 1.0

1/4South

CirculatoryAhead

U A 1 27 - 269 1980 1320 20.4% - - - 0.4 5.6 1.8



34.7% - - - 1.3 27.6 1.6

3/1 Depot Ahead U C 1 7 - 10 1965 65 15.3% - - - 0.2 60.8 0.3


Velindre Cancer Care Proposed Lay-out With Depot Basic Results SummaryScenario 8: '2022 Dev PM' (FG8: '2022 Dev PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1254 90.5%

2120 1343 94.8%

1980 1254 18.5%

1980 1254 21.9%

Arm2

- Superstore

1 2 31786

39785.7%

1800394

91.6%1786

39794.0%

Arm 3 - Depot

1 1965 65 45.8%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 94.8% 0 0 0 42.1 - -

M4 J32Longwood - - - - - - - - - 94.8% 0 0 0 42.1 - -

1/1South

CirculatoryAhead

U A 1 50 - 1135 1980 1254 90.5% - - - 8.9 28.3 28.7

1/2South

CirculatoryAhead

U A 1 50 - 1273 2120 1343 94.8% - - - 12.9 36.4 36.5

1/3South

CirculatoryAhead

U A 1 50 - 232 1980 1254 18.5% - - - 0.6 8.6 2.5

1/4South

CirculatoryAhead

U A 1 50 - 274 1980 1254 21.9% - - - 0.7 8.9 3.0



94.0% - - - 12.4 60.8 14.5

3/1 Depot Ahead U C 1 7 - 30 1965 65 45.8% - - - 0.8 92.3 1.1


Velindre Cancer Care Proposed Lay-out With Depot Basic Results SummaryScenario 11: '2032 Dev AM' (FG11: '2032 Dev AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1568 77.6%

2120 1678 87.3%

1980 1568 11.4%

1980 1568 19.1%

Arm2

- Superstore

1 2 31786

20884.5%

1800165

50.4%1786

20850.9%

Arm 3 - Depot

1 1965 33 33.6%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 87.3% 0 0 0 19.8 - -

M4 J32Longwood - - - - - - - - - 87.3% 0 0 0 19.8 - -

1/1South

CirculatoryAhead

U A 1 82 - 1217 1980 1568 77.6% - - - 4.0 11.8 23.4

1/2South

CirculatoryAhead

U A 1 82 - 1466 2120 1678 87.3% - - - 6.8 16.7 36.3

1/3South

CirculatoryAhead

U A 1 82 - 178 1980 1568 11.4% - - - 0.2 4.2 1.4

1/4South

CirculatoryAhead

U A 1 82 - 300 1980 1568 19.1% - - - 0.4 4.5 2.5



50.9% - - - 3.1 59.2 3.8

3/1 Depot Ahead U C 1 7 - 11 1965 33 33.6% - - - 0.4 139.4 0.6


Velindre Cancer Care Proposed Lay-out With Depot Basic Results SummaryScenario 12: '2032 Dev PM' (FG12: '2032 Dev PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1234

1980 1267 98.8%

2120 1357 103.6%

1980 1267 17.1%

1980 1267 24.1%

Arm2

- Superstore

1 2 31786

41191.0%

1800405100.3%

1786404100.3%

Arm 3 - Depot

1 1965 59 56.0%

Arm 4 - West Bridge

1234

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%

Inf Inf 0.0%



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

Deg Sat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network:M4 J32 - - - - - - - - - 103.6% 0 0 0 97.9 - -

M4 J32Longwood - - - - - - - - - 103.6% 0 0 0 97.9 - -

1/1South

CirculatoryAhead

U A 1 57 - 1252 1980 1267 98.8% - - - 20.4 58.7 48.0

1/2South

CirculatoryAhead

U A 1 57 - 1405 2120 1357 103.6% - - - 43.6 111.7 74.7

1/3South

CirculatoryAhead

U A 1 57 - 217 1980 1267 17.1% - - - 0.5 9.0 2.5

1/4South

CirculatoryAhead

U A 1 57 - 305 1980 1267 24.1% - - - 0.8 9.5 3.7



100.3% - - - 23.4 104.1 26.7

3/1 Depot Ahead U C 1 7 - 33 1965 59 56.0% - - - 1.0 114.2 1.5




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