Appendix C - South Tynesideplanning.southtyneside.info/MVM.DMS/Planning Application... ·...

Job No Report No Issue no Report Name Page

NEA1239 1 3 South Shields Central Library, Digital Media Hub and Market Place

C1

Appendix C

TRICs Data

TRICS 7.1.1 310114 B16.25 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 12/02/14Exhibitions Page 1JMP Consultants Ltd. Bothwell Street Glasgow Licence No: 846406

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 07 - LEISURECategory : I - ART GALLERIES/MUSEUMS/EXHIBITIONSMULTI-MODAL VEHICLES

Selected regions and areas:03 SOUTH WEST

DC DORSET 1 days05 EAST MIDLANDS

DS DERBYSHIRE 1 days11 SCOTLAND

GC GLASGOW CITY 1 daysHI HIGHLAND 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter rangeare included in the trip rate calculation.

Parameter: Gross floor areaActual Range: 750 to 4500 (units: sqm)Range Selected by User: 750 to 22662 (units: sqm)

Public Transport Provision:Selection by: Include all surveys

Date Range: 01/01/05 to 27/06/09

This data displays the range of survey dates selected. Only surveys that were conducted within this date range areincluded in the trip rate calculation.

Selected survey days:Tuesday 1 daysWednesday 1 daysThursday 1 daysSaturday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types:Manual count 4 daysDirectional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total addingup to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys areundertaking using machines.

Selected Locations:Town Centre 4

This data displays the number of surveys per main location category within the selected set. The main location categoriesconsist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre andNot Known.

Selected Location Sub Categories:Commercial Zone 1Built-Up Zone 1High Street 1No Sub Category 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categoriesconsist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Outof Town, High Street and No Sub Category.



Use Class:Not Known 1 days D 1 3 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile:5,001 to 10,000 1 days10,001 to 15,000 1 days20,001 to 25,000 1 days25,001 to 50,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles:5,001 to 25,000 1 days125,001 to 250,000 2 days500,001 or More 1 days


Car ownership within 5 miles:0.6 to 1.0 1 days1.1 to 1.5 3 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,within a radius of 5-miles of selected survey sites.

Travel Plan:No 4 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,and the number of surveys that were undertaken at sites without Travel Plans.


LIST OF SITES relevant to selection parameters

1 DC-07-I-02 MUSEUM DORSETHIGH STREET

POOLETown CentreNo Sub CategoryTotal Gross floor area: 2 0 0 0 sqm

Survey date: THURSDAY 17/07/08 Survey Type: MANUAL2 DS-07-I-01 ART GALLERY/MUSEUM DERBYSHIRE

THE STRAND

DERBYTown CentreBuilt-Up ZoneTotal Gross floor area: 2 0 9 0 sqm

Survey date: SATURDAY 27/06/09 Survey Type: MANUAL3 GC-07-I-01 ART GALLERY GLASGOW CITY

QUEEN STREETMERCHANT CITYGLASGOWTown CentreCommercial ZoneTotal Gross floor area: 4 5 0 0 sqm

Survey date: WEDNESDAY 25/06/08 Survey Type: MANUAL4 HI-07-I-01 MUSEUM HIGHLAND

CAMERON SQUARE

FORT WILLIAMTown CentreHigh StreetTotal Gross floor area: 7 5 0 sqm

Survey date: TUESDAY 19/05/09 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays aunique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the weekand date of each survey, and whether the survey was a manual classified count or an ATC count.


TRIP RATE for Land Use 07 - LEISURE/I - ART GALLERIES/MUSEUMS/EXHIBITIONSMULTI-MODAL VEHICLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALSNo. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days GFA Rate Days GFA Rate Days GFA Rate00:00 - 01:0001:00 - 02:0002:00 - 03:0003:00 - 04:0004:00 - 05:0005:00 - 06:0006:00 - 07:00

1 2090 0.096 1 2090 0.096 1 2090 0.19207:00 - 08:003 2863 0.047 3 2863 0.000 3 2863 0.04708:00 - 09:004 2335 0.161 4 2335 0.096 4 2335 0.25709:00 - 10:004 2335 0.203 4 2335 0.139 4 2335 0.34210:00 - 11:004 2335 0.257 4 2335 0.214 4 2335 0.47111:00 - 12:004 2335 0.139 4 2335 0.182 4 2335 0.32112:00 - 13:004 2335 0.182 4 2335 0.128 4 2335 0.31013:00 - 14:004 2335 0.161 4 2335 0.236 4 2335 0.39714:00 - 15:004 2335 0.171 4 2335 0.161 4 2335 0.33215:00 - 16:004 2335 0.064 4 2335 0.150 4 2335 0.21416:00 - 17:003 2863 0.000 3 2863 0.000 3 2863 0.00017:00 - 18:001 4500 0.000 1 4500 0.000 1 4500 0.00018:00 - 19:001 4500 0.000 1 4500 0.000 1 4500 0.00019:00 - 20:00

20:00 - 21:0021:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 1.481 1.402 2.883

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown justabove the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plusdepartures). Within each of these main columns are three sub-columns. These display the number of survey days wherecount data is included (per time period), the average value of the selected trip rate calculation parameter (per timeperiod), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot ofthe table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey daysthat have count data available for the stated time period. The average (mean) number of arrivals, departures or totals(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the statedtime period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the statedcalculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Triprates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 750 - 4500 (units: sqm)Survey date date range: 01/01/05 - 27/06/09Number of weekdays (Monday-Friday): 3Number of Saturdays: 1Number of Sundays: 0Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip ratecalculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximumsurvey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set ofsurveys are show. Finally, the number of survey days that have been manually removed from the selected set outside ofthe standard filtering procedure are displayed.


TRIP RATE for Land Use 07 - LEISURE/I - ART GALLERIES/MUSEUMS/EXHIBITIONSMULTI-MODAL TOTAL PEOPLECalculation factor: 100 sqmBOLD print indicates peak (busiest) period



1 2090 0.239 1 2090 0.000 1 2090 0.23907:00 - 08:003 2863 0.128 3 2863 0.000 3 2863 0.12808:00 - 09:004 2335 0.567 4 2335 0.246 4 2335 0.81309:00 - 10:004 2335 1.895 4 2335 0.728 4 2335 2.62310:00 - 11:004 2335 2.430 4 2335 1.595 4 2335 4.02511:00 - 12:004 2335 2.313 4 2335 1.895 4 2335 4.20812:00 - 13:004 2335 2.366 4 2335 2.388 4 2335 4.75413:00 - 14:004 2335 2.206 4 2335 3.255 4 2335 5.46114:00 - 15:004 2335 1.520 4 2335 1.863 4 2335 3.38315:00 - 16:004 2335 0.535 4 2335 1.959 4 2335 2.49416:00 - 17:003 2863 0.000 3 2863 0.081 3 2863 0.08117:00 - 18:001 4500 0.000 1 4500 0.000 1 4500 0.00018:00 - 19:001 4500 0.000 1 4500 0.000 1 4500 0.00019:00 - 20:00

20:00 - 21:0021:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 1 4.199 1 4.010 2 8.209



Parameter summary



TRICS 7.1.1 310114 B16.25 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 12/02/14Library Page 1JMP Consultants Ltd. Bothwell Street Glasgow Licence No: 846406


Land Use : 07 - LEISURECategory : V - LIBRARYMULTI-MODAL VEHICLES


CW CORNWALL 1 days10 WALES

CF CARDIFF 1 days11 SCOTLAND

FA FALKIRK 1 days




Parameter: Gross Floor AreaActual Range: 402 to 1607 (units: sqm)Range Selected by User: 402 to 4575 (units: sqm)


Date Range: 01/01/05 to 30/05/13


Selected survey days:Monday 1 daysThursday 1 daysFriday 1 days




Selected Locations:Edge of Town Centre 1Suburban Area (PPS6 Out of Centre) 2


Selected Location Sub Categories:Residential Zone 2Retail Zone 1


TRICS 7.1.1 310114 B16.25 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 12/02/14Local Shops Page 2JMP Consultants Ltd. Bothwell Street Glasgow Licence No: 846406



Parameter: Gross floor areaActual Range: 240 to 1890 (units: sqm)Range Selected by User: 240 to 2500 (units: sqm)


Date Range: 01/01/05 to 21/11/12


Selected survey days:Monday 2 daysTuesday 4 daysWednesday 5 daysThursday 3 daysFriday 2 daysSaturday 1 daysSunday 2 days




Selected Locations:Suburban Area (PPS6 Out of Centre) 4Edge of Town 4Neighbourhood Centre (PPS6 Local Centre) 11


Selected Location Sub Categories:Commercial Zone 1Residential Zone 17No Sub Category 1



Use Class:Not Known 2 days A 1 13 days



Filtering Stage 3 selection (Cont.):

Population within 1 mile:1,001 to 5,000 1 days10,001 to 15,000 3 days15,001 to 20,000 5 days20,001 to 25,000 2 days25,001 to 50,000 7 days50,001 to 100,000 1 days


Population within 5 miles:25,001 to 50,000 3 days100,001 to 125,000 3 days125,001 to 250,000 5 days250,001 to 500,000 8 days




Petrol filling station:Included in the survey count 0 daysExcluded from count or no filling station 19 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the numberof surveys that do not.

Travel Plan:No 19 days




1 CF-01-I-01 LOCAL SHOPS CARDIFFMICHAELSTON ROAD

CARDIFFEdge of TownNo Sub CategoryTotal Gross floor area: 5 0 0 sqm

Survey date: MONDAY 08/10/07 Survey Type: MANUAL2 CH-01-I-02 LOCAL SHOPS CHESHIRE

CHRISTLETON ROADBOUGHTON HEATHCHESTERNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 2 6 0 sqm

Survey date: TUESDAY 15/05/12 Survey Type: MANUAL3 CH-01-I-03 LOCAL SHOPS CHESHIRE

MILL LANEBACHECHESTERNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 3 6 5 sqm

Survey date: THURSDAY 17/05/12 Survey Type: MANUAL4 DS-01-I-01 LOCAL SHOPS DERBYSHIRE

STONELOW ROADHOLMESDALEDRONFIELDNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 1 1 3 0 sqm

Survey date: WEDNESDAY 21/06/06 Survey Type: MANUAL5 EB-01-I-01 LOCAL SHOPS CITY OF EDINBURGH

COLINTON ROADCRAIGLOCKHARTEDINBURGHSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross floor area: 8 2 5 sqm

Survey date: THURSDAY 28/10/10 Survey Type: MANUAL6 FI-01-I-01 LOCAL SHOPS FIFE

53 BIGHTY AVENUE

GLENROTHESNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 8 2 4 sqm

Survey date: SATURDAY 21/05/05 Survey Type: MANUAL7 GS-01-I-01 LOCAL SHOPS GLOUCESTERSHIRE

SALISBURY AVENUEWARDEN HILLCHELTENHAMSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross floor area: 5 2 5 sqm

Survey date: MONDAY 26/04/10 Survey Type: MANUAL


LIST OF SITES relevant to selection parameters (Cont.)

8 LE-01-I-01 LOCAL SHOPS LEICESTERSHIRERYDER ROADBRAUNSTONE FRITHLEICESTEREdge of TownResidential ZoneTotal Gross floor area: 6 0 6 sqm

Survey date: WEDNESDAY 26/09/12 Survey Type: MANUAL9 MS-01-I-01 LOCAL SHOPS MERSEYSIDE

HUNTS CROSS AVENUE

LIVERPOOLNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 1 8 9 0 sqm

Survey date: TUESDAY 18/10/05 Survey Type: MANUAL10 NR-01-I-01 LOCAL SHOPS NORTHAMPTONSHIRE

OCCUPATION ROAD

CORBYNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 7 5 5 sqm

Survey date: WEDNESDAY 19/11/08 Survey Type: MANUAL11 NY-01-I-01 LOCAL SHOPS NORTH YORKSHIRE

NEWLANDS PARK DRIVE

SCARBOROUGHNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 1 2 0 0 sqm

Survey date: FRIDAY 28/09/07 Survey Type: MANUAL12 SG-01-I-01 LOCAL SHOPS SOUTH GLOUCESTERSHIRE

BURLEY GROVEKINGSWOODBRISTOLSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross floor area: 2 4 0 sqm

Survey date: FRIDAY 06/10/06 Survey Type: MANUAL13 SH-01-I-01 LOCAL SHOPS SHROPSHIRE

WREKIN DRIVEDONNINGTONTELFORDEdge of TownResidential ZoneTotal Gross floor area: 8 2 0 sqm

Survey date: WEDNESDAY 24/06/09 Survey Type: MANUAL14 TV-01-I-01 LOCAL SHOPS TEES VALLEY

ACKLAM ROADA C K L A MMIDDLESBROUGHNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 1 8 0 0 sqm

Survey date: SUNDAY 26/06/11 Survey Type: MANUAL


LIST OF SITES relevant to selection parameters (Cont.)

15 TV-01-I-02 LOCAL SHOPS TEES VALLEYCARGO FLEET LANEORMESBYMIDDLESBROUGHNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 1 1 7 2 sqm

Survey date: SUNDAY 19/06/11 Survey Type: MANUAL16 TW-01-I-01 LOCAL SHOPS TYNE & WEAR

FARRINGDON ROADMARDENNORTH SHIELDSNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 8 5 0 sqm

Survey date: TUESDAY 17/10/06 Survey Type: MANUAL17 TW-01-I-02 LOCAL SHOPS TYNE & WEAR

DURHAM ROADBARNES PARKSUNDERLANDNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Gross floor area: 5 4 0 sqm

Survey date: WEDNESDAY 21/11/12 Survey Type: MANUAL18 WM-01-I-01 LOCAL SHOPS WEST MIDLANDS

HOLYHEAD ROAD

COVENTRYSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross floor area: 1 5 5 0 sqm

Survey date: THURSDAY 27/09/07 Survey Type: MANUAL19 WM-01-I-02 LOCAL SHOPS WEST MIDLANDS

MARSHALL LAKE ROADSHIRLEYSOLIHULLEdge of TownCommercial ZoneTotal Gross floor area: 5 1 5 sqm

Survey date: TUESDAY 18/09/07 Survey Type: MANUAL



TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPSMULTI-MODAL VEHICLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period


Time Range Days GFA Rate Days GFA Rate Days GFA Rate00:00 - 01:0001:00 - 02:0002:00 - 03:0003:00 - 04:0004:00 - 05:0005:00 - 06:00

1 540 1.296 1 540 1.296 1 540 2.59206:00 - 07:0019 861 3.073 19 861 2.866 19 861 5.93907:00 - 08:0019 861 4.069 19 861 3.739 19 861 7.80808:00 - 09:0019 861 4.246 19 861 3.965 19 861 8.21109:00 - 10:0019 861 4.081 19 861 3.861 19 861 7.94210:00 - 11:0019 861 4.026 19 861 3.990 19 861 8.01611:00 - 12:0019 861 4.784 19 861 4.662 19 861 9.44612:00 - 13:0019 861 4.063 19 861 4.234 19 861 8.29713:00 - 14:0019 861 3.733 19 861 3.684 19 861 7.41714:00 - 15:0019 861 4.130 19 861 4.204 19 861 8.33415:00 - 16:0019 861 4.619 19 861 4.656 19 861 9.27516:00 - 17:0019 861 4.839 19 861 4.821 19 861 9.66017:00 - 18:0019 861 4.723 19 861 4.766 19 861 9.48918:00 - 19:0017 926 3.786 17 926 4.002 17 926 7.78819:00 - 20:0014 966 2.418 14 966 2.714 14 966 5.13220:00 - 21:007 898 2.322 7 898 2.577 7 898 4.89921:00 - 22:00

22:00 - 23:0023:00 - 24:00

Total Rates: 6 0.208 6 0.037 120.245



Parameter summary




TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPSMULTI-MODAL TOTAL PEOPLECalculation factor: 100 sqmBOLD print indicates peak (busiest) period


Time Range Days GFA Rate Days GFA Rate Days GFA Rate00:00 - 01:0001:00 - 02:0002:00 - 03:0003:00 - 04:0004:00 - 05:0005:00 - 06:00

1 540 6.667 1 540 5.926 1 540 12.59306:00 - 07:0019 861 6.366 19 861 5.780 19 861 12.14607:00 - 08:0019 861 10.680 19 861 9.617 19 861 20.29708:00 - 09:0019 861 9.916 19 861 9.183 19 861 19.09909:00 - 10:0019 861 9.507 19 861 8.639 19 861 18.14610:00 - 11:0019 861 9.764 19 861 9.592 19 861 19.35611:00 - 12:0019 861 11.584 19 861 10.986 19 861 22.57012:00 - 13:0019 861 9.159 19 861 9.690 19 861 18.84913:00 - 14:0019 861 8.395 19 861 8.499 19 861 16.89414:00 - 15:0019 861 12.183 19 861 12.140 19 861 24.32315:00 - 16:0019 861 10.570 19 861 10.790 19 861 21.36016:00 - 17:0019 861 10.533 19 861 10.594 19 861 21.12717:00 - 18:0019 861 9.770 19 861 10.350 19 861 20.12018:00 - 19:0017 926 7.661 17 926 8.487 17 926 16.14819:00 - 20:0014 966 4.911 14 966 5.650 14 966 10.56120:00 - 21:007 898 5.106 7 898 5.742 7 898 10.84821:00 - 22:00

22:00 - 23:0023:00 - 24:00

Total Rates: 142.772 141.665 284.437



Parameter summary





Land Use : 01 - RETAILCategory : I - SHOPPING CENTRE - LOCAL SHOPSMULTI-MODAL VEHICLES


GS GLOUCESTERSHIRE 1 daysSG SOUTH GLOUCESTERSHIRE 1 days

05 EAST MIDLANDSDS DERBYSHIRE 1 daysLE LEICESTERSHIRE 1 daysNR NORTHAMPTONSHIRE 1 days

06 WEST MIDLANDSSH SHROPSHIRE 1 daysWM WEST MIDLANDS 2 days

07 YORKSHIRE & NORTH LINCOLNSHIRENY NORTH YORKSHIRE 1 days

08 NORTH WESTCH CHESHIRE 2 daysMS MERSEYSIDE 1 days

09 NORTHTV TEES VALLEY 2 daysTW TYNE & WEAR 2 days

10 WALESCF CARDIFF 1 days

11 SCOTLANDEB CITY OF EDINBURGH 1 daysFI FIFE 1 days




Use Class: D 1 3 days


Population within 1 mile:10,001 to 15,000 1 days15,001 to 20,000 1 days20,001 to 25,000 1 days


Population within 5 miles:50,001 to 75,000 1 days100,001 to 125,000 1 days125,001 to 250,000 1 days




Travel Plan:Not Known 1 daysNo 2 days




1 CF-07-V-01 LIBRARY CARDIFFCRICKHOWELL ROADST MELLONSCARDIFFSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross Floor Area: 4 0 2 sqm

Survey date: MONDAY 23/10/06 Survey Type: MANUAL2 CW-07-V-01 LIBRARY CORNWALL

CARLYON ROAD

ST AUSTELLSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Gross Floor Area: 6 1 0 sqm

Survey date: FRIDAY 01/07/05 Survey Type: MANUAL3 FA-07-V-01 LIBRARY FALKIRK

HOPE STREETGRAHAMSTONFALKIRKEdge of Town CentreRetail ZoneTotal Gross Floor Area: 1 6 0 7 sqm

Survey date: THURSDAY 30/05/13 Survey Type: MANUAL



TRIP RATE for Land Use 07 - LEISURE/V - LIBRARYMULTI-MODAL VEHICLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 506 0.000 2 506 0.000 2 506 0.00007:00 - 08:002 506 1.680 2 506 0.494 2 506 2.17408:00 - 09:003 873 1.833 3 873 1.222 3 873 3.05509:00 - 10:003 873 1.642 3 873 1.642 3 873 3.28410:00 - 11:003 873 2.215 3 873 2.062 3 873 4.27711:00 - 12:003 873 1.413 3 873 1.604 3 873 3.01712:00 - 13:003 873 1.298 3 873 1.489 3 873 2.78713:00 - 14:003 873 1.756 3 873 1.718 3 873 3.47414:00 - 15:003 873 1.909 3 873 1.260 3 873 3.16915:00 - 16:003 873 1.718 3 873 2.405 3 873 4.12316:00 - 17:003 873 0.802 3 873 1.336 3 873 2.13817:00 - 18:003 873 0.496 3 873 0.649 3 873 1.14518:00 - 19:001 1607 0.311 1 1607 0.373 1 1607 0.68419:00 - 20:001 1607 0.000 1 1607 0.187 1 1607 0.18720:00 - 21:00

21:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 1 7.073 1 6.441 3 3.514



Parameter summary




TRIP RATE for Land Use 07 - LEISURE/V - LIBRARYMULTI-MODAL TOTAL PEOPLECalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 506 0.000 2 506 0.000 2 506 0.00007:00 - 08:002 506 2.273 2 506 0.593 2 506 2.86608:00 - 09:003 873 3.131 3 873 2.176 3 873 5.30709:00 - 10:003 873 3.895 3 873 3.016 3 873 6.91110:00 - 11:003 873 5.078 3 873 5.078 3 873 10.15611:00 - 12:003 873 3.818 3 873 3.971 3 873 7.78912:00 - 13:003 873 5.116 3 873 5.078 3 873 10.19413:00 - 14:003 873 4.658 3 873 4.467 3 873 9.12514:00 - 15:003 873 4.238 3 873 3.589 3 873 7.82715:00 - 16:003 873 4.964 3 873 5.384 3 873 10.34816:00 - 17:003 873 2.520 3 873 4.467 3 873 6.98717:00 - 18:003 873 1.222 3 873 1.107 3 873 2.32918:00 - 19:001 1607 0.685 1 1607 1.742 1 1607 2.42719:00 - 20:001 1607 0.000 1 1607 0.498 1 1607 0.49820:00 - 21:00

21:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 4 1.598 4 1.166 8 2.764



Parameter summary





D1

Appendix D

Traffic Flow Diagrams

290

507

17 194

78 147

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

184 256

364 401

Client Project: Title:NEA1239/01 - Base 2015 AMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout

Station RoadCommercial Road

513

401

58 279

28 328

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

371 429

267 341

Client Project: Title:NEA1239/02 - Base 2015 PMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


296

516

17 198

79 150

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

188 261

370 408

Client Project: Title:NEA1239/03 - Base 2020 AMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


522

408

60 284

29 335

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

378 437

272 348

Client Project: Title:NEA1239/04 - Base 2020 PMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


295

562

18 196

125 177

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

187 258

370 467

Client Project: Title:NEA1239/05 - Base+Dev 2015AMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


523

423

106 279

27 345

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

370 489

266 347

Client Project: Title:NEA1239/06 - Base+Dev 2015PMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


301

573

19 200

126 181

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

191 263

377 475

Client Project: Title:NEA1239/07 - Base+Dev 2020AMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout


533

431

107 284

28 351

CORONATION STREET

ROUNDABOUT

ACCESS TO PROPOSED

CAR PARK

ACCESS TO

COMMUNITY HUB

Coronation Street

377 497

271 354

Client Project: Title:NEA1239/08 - Base+Dev 2020PMMuse Developments South Shields Town Centre Regeneration - Coronation Street Roundabout




E1

Appendix E

Junctions 8

Filename: Coronation St Rdbt.arc8 Path: N:\PROJECTS\2012_13\NEA1###\NEA1239 South Shields Town Centre Regeneration\Junctions 8\Coronation St Rdbt Report generation date: 07/03/2014 10:51:12

« (Default Analysis Set) - Base 2015, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

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

"D1 - Base 2013, AM" model duration: 08:00 - 09:30

"D2 - Base 2013, PM" model duration: 16:30 - 17:30

"D3 - Base 2015, AM " model duration: 08:00 - 09:00




"D7 - Dev+Base 2013, AM" model duration: 08:00 - 09:00

"D8 - Dev+Base 2013, PM" model duration: 16:30 - 17:30





Run using Junctions 8.0.2.316 at 07/03/2014 10:51:12

File summary

Analysis Options

Units

(Default Analysis Set) - Base 2015, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Roundabout Geometry

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

Pedestrian Crossings

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

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

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Coronation St. Rdbt (for whole period)

Turning Proportions (PCU) - Coronation St. Rdbt (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Coronation St. Rdbt (for whole period)

Heavy Vehicle Percentages - Coronation St. Rdbt (for whole period)

Results

Results Summary for whole modelled period

Main Results for each time segment

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




Junctions 8ARCADY 8 - Roundabout Module

Version: 8.0.2.316 [14 Feb 2013]

© Copyright TRL Limited, 2014

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

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

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

AM

Queue (PCU) Delay (s) RFC LOS

A1 - Base 2015

Station Road 0.55 4.83 0.35 A

Commercial Road 0.45 4.34 0.31 A

Harton Quay 0.02 4.21 0.02 A

Ferry Street 0.26 3.22 0.21 A

Coronation Street 0.16 3.20 0.14 A

File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations

Calculate Residual Capacity

Residual Capacity Criteria Type

RFC Threshold

Average Delay Threshold (s)

Queue Threshold (PCU)

5.75 N/A 0.85 36.00 20.00

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

m kph PCU PCU perHour s -Min perMin

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

(Default Analysis Set) 100.000

NameScenario

Name

Time Period Name

DescriptionTraffic Profile Type

Model Start Time (HH:mm)

Model Finish Time (HH:mm)

Model Time Period Length

(min)

Time Segment Length (min)

Single Time Segment Only

Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15

Name Junction Type Arm Order Grade Separated Large Roundabout Junction Delay (s) Junction LOS

Coronation St. Rdbt Roundabout 1,2,3,4,5 4.08 A

Driving Side Lighting

Left Normal/unknown

Name Name Description

Station Road Station Road

Commercial Road Commercial Road

Harton Quay Harton Quay

Ferry Street Ferry Street

Coronation Street Coronation Street

NameV - Approach road half-

width (m)E - Entry width (m)

l' - Effective flare length (m)

R - Entry radius (m)

D - Inscribed circle diameter (m)

PHI - Conflict (entry) angle (deg)

Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None

Commercial Road None

Harton Quay None

Ferry Street None

Coronation Street None

Name Enter slope and intercept directly Entered slope Entered intercept (PCU/hr) Final Slope Final Intercept (PCU/hr)

Station Road (calculated) (calculated) 0.541 1228.970

Commercial Road (calculated) (calculated) 0.604 1476.483

Harton Quay (calculated) (calculated) 0.545 1279.135

Ferry Street (calculated) (calculated) 0.580 1549.925

Coronation Street (calculated) (calculated) 0.594 1486.596

Default Vehicle

Mix

Vehicle Mix Varies Over Time

Vehicle Mix Varies Over Turn

Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV

Percentages2.00 ü ü

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

Station Road FLAT 409.00 100.000

Commercial Road FLAT 370.00 100.000

Harton Quay FLAT 18.00 100.000

Ferry Street FLAT 295.00 100.000

Coronation Street FLAT 177.00 100.000

To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000

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



Harton Quay 0.02 4.21 0.02 A



NameTotal Demand

(PCU/hr)Entry Flow (PCU/hr)

Circulating Flow (PCU/hr)

Pedestrian Demand (Ped/hr)

Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

Generated on 07/03/2014 10:51:13 using Junctions 8 (8.0.2.316)

1

mailto:[email protected]

http://www.trlsoftware.co.uk/


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2015



Harton Quay 0.02 4.21 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.21 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2015



Harton Quay 0.02 4.21 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.21 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2015



Harton Quay 0.02 4.21 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.21 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2015



Harton Quay 0.02 4.21 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.21 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2015



Harton Quay 0.02 4.21 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, AM

Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.21 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 406.83 136.58 0.00 1155.02 0.354 0.54 4.798 A

Commercial

Road370.00 368.23 456.30 0.00 1200.80 0.308 0.44 4.315 A

Harton Quay 18.00 17.92 741.96 0.00 874.43 0.021 0.02 4.203 A

Ferry Street 295.00 293.95 235.30 0.00 1413.51 0.209 0.26 3.212 A

Coronation

Street177.00 176.37 310.99 0.00 1301.92 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 408.99 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 369.99 458.58 0.00 1199.43 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.60 0.00 872.44 0.021 0.02 4.212 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.44 4.340 A

Harton Quay 18.00 18.00 745.61 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 409.00 409.00 137.07 0.00 1154.75 0.354 0.55 4.826 A

Commercial

Road370.00 370.00 458.58 0.00 1199.42 0.308 0.45 4.340 A

Harton Quay 18.00 18.00 745.62 0.00 872.43 0.021 0.02 4.213 A

Ferry Street 295.00 295.00 236.48 0.00 1412.83 0.209 0.26 3.219 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


6


« (Default Analysis Set) - Base 2015, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results






"D4 - Base 2015, PM " model duration: 16:30 - 17:30










File summary

Analysis Options

Units

(Default Analysis Set) - Base 2015, PM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2015



Harton Quay 0.07 4.19 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2015, PM

Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.19 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.13 266.30 0.00 1084.78 0.320 0.47 4.856 A

Commercial

Road266.00 264.85 477.98 0.00 1187.70 0.224 0.29 3.896 A

Harton Quay 56.00 55.74 663.48 0.00 917.23 0.061 0.06 4.178 A

Ferry Street 515.00 512.75 217.99 0.00 1423.55 0.362 0.56 3.943 A

Coronation

Street345.00 343.38 499.51 0.00 1189.97 0.290 0.41 4.245 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 267.54 0.00 1084.11 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.44 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.71 0.00 915.47 0.061 0.06 4.188 A

Ferry Street 515.00 514.99 219.04 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 344.99 501.70 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.94 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 267.55 0.00 1084.10 0.320 0.47 4.883 A

Commercial

Road266.00 266.00 480.45 0.00 1186.21 0.224 0.29 3.911 A

Harton Quay 56.00 56.00 666.72 0.00 915.47 0.061 0.07 4.188 A

Ferry Street 515.00 515.00 219.05 0.00 1422.93 0.362 0.57 3.964 A

Coronation

Street345.00 345.00 501.71 0.00 1188.67 0.290 0.41 4.266 A


6


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Base 2020



Harton Quay 0.02 4.26 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, AM

Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.26 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 414.75 139.73 0.00 1153.31 0.362 0.56 4.860 A

Commercial

Road377.00 375.17 465.43 0.00 1195.28 0.315 0.46 4.380 A

Harton Quay 19.00 18.91 756.42 0.00 866.54 0.022 0.02 4.247 A

Ferry Street 301.00 299.92 240.34 0.00 1410.59 0.213 0.27 3.238 A

Coronation

Street181.00 180.35 317.70 0.00 1297.94 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 416.99 140.23 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 376.99 467.78 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.18 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.56 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.56 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 417.00 417.00 140.24 0.00 1153.04 0.362 0.57 4.890 A

Commercial

Road377.00 377.00 467.79 0.00 1193.86 0.316 0.46 4.406 A

Harton Quay 19.00 19.00 760.20 0.00 864.48 0.022 0.02 4.257 A

Ferry Street 301.00 301.00 241.57 0.00 1409.88 0.213 0.27 3.245 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


6


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Base 2020



Harton Quay 0.07 4.23 0.06 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Base

2020, PM

Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.06 4.23 0.07 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.07 270.98 0.00 1082.25 0.327 0.48 4.917 A

Commercial

Road271.00 269.82 487.17 0.00 1182.15 0.229 0.30 3.941 A

Harton Quay 57.00 56.73 676.12 0.00 910.34 0.063 0.07 4.216 A

Ferry Street 525.00 522.67 222.16 0.00 1421.13 0.369 0.58 3.996 A

Coronation

Street351.00 349.33 509.09 0.00 1184.29 0.296 0.42 4.303 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 272.26 0.00 1081.55 0.327 0.48 4.947 A

Commercial

Road271.00 271.00 489.71 0.00 1180.62 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.45 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 524.99 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 350.99 511.35 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.58 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 272.26 0.00 1081.55 0.327 0.49 4.947 A

Commercial

Road271.00 271.00 489.72 0.00 1180.61 0.230 0.30 3.957 A

Harton Quay 57.00 57.00 679.46 0.00 908.52 0.063 0.07 4.227 A

Ferry Street 525.00 525.00 223.24 0.00 1420.50 0.370 0.59 4.019 A

Coronation

Street351.00 351.00 511.36 0.00 1182.94 0.297 0.42 4.326 A


6


« (Default Analysis Set) - Dev+Base 2015, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results











"D9 - Dev+Base 2015, AM " model duration: 08:00 - 09:00





File summary

Analysis Options

Units

(Default Analysis Set) - Dev+Base 2015, AM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2015



Harton Quay 0.02 4.35 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, AM

Dev+Base

2015AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.35 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 464.31 136.58 0.00 1155.02 0.404 0.67 5.193 A

Commercial

Road370.00 368.16 508.87 0.00 1169.04 0.317 0.46 4.485 A

Harton Quay 18.00 17.91 789.85 0.00 848.30 0.021 0.02 4.335 A

Ferry Street 295.00 293.94 250.01 0.00 1404.99 0.210 0.26 3.237 A

Coronation

Street177.00 176.37 310.97 0.00 1301.93 0.136 0.16 3.196 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 466.99 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 369.99 511.62 0.00 1167.38 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.98 0.00 846.05 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.34 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 793.99 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 467.00 467.00 137.07 0.00 1154.75 0.404 0.68 5.233 A

Commercial

Road370.00 370.00 511.63 0.00 1167.37 0.317 0.46 4.514 A

Harton Quay 18.00 18.00 794.00 0.00 846.04 0.021 0.02 4.347 A

Ferry Street 295.00 295.00 251.35 0.00 1404.21 0.210 0.27 3.244 A

Coronation

Street177.00 177.00 312.19 0.00 1301.21 0.136 0.16 3.201 A


6


« (Default Analysis Set) - Dev+Base 2015, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results












"D10 - Dev+Base 2015, PM " model duration: 16:30 - 17:30




File summary

Analysis Options

Units

(Default Analysis Set) - Dev+Base 2015, PM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2015



Harton Quay 0.13 4.45 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2015, PM

Dev+Base

2015PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.45 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 345.12 275.48 0.00 1079.81 0.321 0.47 4.889 A

Commercial

Road266.00 264.85 478.17 0.00 1187.59 0.224 0.29 3.896 A

Harton Quay 106.00 105.48 663.45 0.00 917.25 0.116 0.13 4.432 A

Ferry Street 523.00 520.63 258.95 0.00 1399.80 0.374 0.59 4.084 A

Coronation

Street345.00 343.33 543.90 0.00 1163.61 0.296 0.42 4.380 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 346.99 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.66 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.71 0.00 915.47 0.116 0.13 4.446 A

Ferry Street 523.00 522.99 260.22 0.00 1399.07 0.374 0.59 4.108 A

Coronation

Street345.00 344.99 546.39 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 347.00 347.00 276.81 0.00 1079.09 0.322 0.47 4.916 A

Commercial

Road266.00 266.00 480.67 0.00 1186.08 0.224 0.29 3.912 A

Harton Quay 106.00 106.00 666.72 0.00 915.47 0.116 0.13 4.447 A

Ferry Street 523.00 523.00 260.22 0.00 1399.06 0.374 0.60 4.108 A

Coronation

Street345.00 345.00 546.40 0.00 1162.13 0.297 0.42 4.405 A


6


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


6


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





AM


A1 - Dev+Base 2020



Harton Quay 0.02 4.39 0.02 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, AM

Dev+Base

2020AM FLAT 08:00 09:00 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.02 4.39 0.02 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 472.23 139.73 0.00 1153.31 0.412 0.69 5.265 A

Commercial

Road377.00 375.10 517.99 0.00 1163.53 0.324 0.48 4.555 A

Harton Quay 19.00 18.91 804.30 0.00 840.42 0.023 0.02 4.382 A

Ferry Street 301.00 299.91 255.05 0.00 1402.06 0.215 0.27 3.263 A

Coronation

Street181.00 180.35 317.68 0.00 1297.95 0.139 0.16 3.219 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 474.99 140.23 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 376.99 520.83 0.00 1161.82 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.56 0.00 838.10 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 475.00 475.00 140.24 0.00 1153.04 0.412 0.70 5.308 A

Commercial

Road377.00 377.00 520.84 0.00 1161.81 0.324 0.48 4.586 A

Harton Quay 19.00 19.00 808.58 0.00 838.09 0.023 0.02 4.394 A

Ferry Street 301.00 301.00 256.43 0.00 1401.26 0.215 0.27 3.271 A

Coronation

Street181.00 181.00 318.94 0.00 1297.20 0.140 0.16 3.224 A


6


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


1




















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


2


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


3


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


4


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


5


















File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Arms

Arms

Roundabout Geometry






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



Results








Version: 8.0.2.316 [14 Feb 2013]





PM


A1 - Dev+Base 2020



Harton Quay 0.13 4.49 0.12 A



File Description

Title (untitled)

Location

Site Number

Date 03/03/2014

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator

Description

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Dev+Base

2020, PM

Dev+Base

2020PM FLAT 16:30 17:30 60 15




Left Normal/unknown













Exit Only

Station Road 4.16 4.40 0.03 10.41 39.05 24.83

Commercial

Road4.12 5.31 5.00 24.29 39.05 27.84

Harton Quay 4.43 4.43 0.00 8.81 39.05 25.66

Ferry Street 4.96 6.16 7.85 6.13 39.05 30.63

Coronation

Street5.03 5.03 0.00 15.70 39.05 33.23

Name Crossing Type

Station Road None


Harton Quay None

Ferry Street None








Default Vehicle

Mix



Vehicle Mix Varies

Over Entry

Vehicle Mix Source

PCU Factor for

a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV








To

From

1 2 3 4 5

1 0.000 34.000 32.000 230.000 102.000

2 59.000 0.000 35.000 212.000 55.000

3 10.000 3.000 0.000 3.000 1.000

4 136.000 5.000 5.000 0.000 35.000

5 49.000 34.000 5.000 58.000 0.000

To

From

1 2 3 4 5

1 0.00 0.09 0.08 0.58 0.26

2 0.16 0.00 0.10 0.59 0.15

3 0.59 0.18 0.00 0.18 0.06

4 0.75 0.03 0.03 0.00 0.19

5 0.34 0.23 0.03 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.000 0.000 0.000 0.000 0.000

2 0.000 0.000 0.000 0.000 0.000

3 0.000 0.000 0.000 0.000 0.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000




Harton Quay 0.12 4.49 0.13 A



NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 352.06 280.15 0.00 1077.28 0.329 0.49 4.951 A

Commercial

Road271.00 269.82 487.35 0.00 1182.04 0.229 0.30 3.942 A

Harton Quay 107.00 106.47 676.09 0.00 910.36 0.118 0.13 4.475 A

Ferry Street 533.00 530.55 263.11 0.00 1397.39 0.381 0.61 4.141 A

Coronation

Street351.00 349.27 553.47 0.00 1157.93 0.303 0.43 4.443 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 353.99 281.52 0.00 1076.54 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.93 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.44 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 532.99 264.41 0.00 1396.63 0.382 0.61 4.168 A

Coronation

Street351.00 350.99 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.04 0.00 1156.40 0.304 0.43 4.469 A

NameTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

Station Road 354.00 354.00 281.53 0.00 1076.53 0.329 0.49 4.981 A

Commercial

Road271.00 271.00 489.94 0.00 1180.48 0.230 0.30 3.958 A

Harton Quay 107.00 107.00 679.46 0.00 908.52 0.118 0.13 4.491 A

Ferry Street 533.00 533.00 264.42 0.00 1396.63 0.382 0.62 4.168 A

Coronation

Street351.00 351.00 556.05 0.00 1156.40 0.304 0.43 4.469 A


6

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