appendix 9 - trics data · 2020. 4. 2. · survey date: thursday 24/09/15 survey type: manual 8...

Manor Park, Drayton Transport Assessment © MLM Consulting Engineers Limited

\\mlmips.com\work\Tier2MLM\6100000\6100905\MLM\REP\6100905-MLM-ZZ-XX-RP-TP-0001-R04-TA-Manor Park_Drayton.docx

Appendix 9 - TRICS Data

TRICS 7.6.3 131019 B19.24 Database right of TRICS Consortium Limited, 2019. All rights reserved Saturday 23/11/19

Page 1

MLM STREET NAME TOWN/CITY Licence No: 532501

Calculation Reference: AUDIT-532501-191123-1111

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : A - HOUSES PRIVATELY OWNED

MULTI-MODAL VEHICLES

Selected regions and areas:

02 SOUTH EAST

ES EAST SUSSEX 1 days

KC KENT 1 days

SC SURREY 1 days

03 SOUTH WEST

SM SOMERSET 1 days

06 WEST MIDLANDS

SH SHROPSHIRE 1 days

ST STAFFORDSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 1 days

09 NORTH

DH DURHAM 1 days

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

Secondary Filtering selection:

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

are included in the trip rate calculation.

Parameter: Number of dwellings

Actual Range: 24 to 288 (units: )

Range Selected by User: 6 to 918 (units: )

Parking Spaces Range: All Surveys Included

Percentage of dwellings privately owned: All Surveys Included

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/11 to 08/07/19

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 2 days

Wednesday 2 days

Thursday 3 days

Friday 1 days

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

Selected survey types:

Manual count 8 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys

are undertaking using machines.

Selected Locations:

Edge of Town 8

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 8

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.


Page 2


Secondary Filtering selection:

Use Class:

C 3 8 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile:

5,001 to 10,000 3 days

10,001 to 15,000 4 days

20,001 to 25,000 1 days

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

Population within 5 miles:

25,001 to 50,000 1 days

50,001 to 75,000 2 days

75,001 to 100,000 2 days

100,001 to 125,000 1 days

125,001 to 250,000 2 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles:

1.1 to 1.5 8 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 8 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.

PTAL Rating:

No PTAL Present 8 days

This data displays the number of selected surveys with PTAL Ratings.


Page 3


LIST OF SITES relevant to selection parameters

1 CH-03-A-09 TERRACED HOUSES CHESHIRE

GREYSTOKE ROAD

MACCLESFIELD

HURDSFIELD

Edge of Town

Residential Zone

Total Number of dwellings: 2 4

Survey date: MONDAY 24/11/14 Survey Type: MANUAL

2 DH-03-A-03 SEMI-DETACHED & TERRACED DURHAM

PILGRIMS WAY

DURHAM

Edge of Town

Residential Zone


Survey date: FRIDAY 19/10/18 Survey Type: MANUAL

3 ES-03-A-03 MIXED HOUSES & FLATS EAST SUSSEX

SHEPHAM LANE

POLEGATE

Edge of Town

Residential Zone

Total Number of dwellings: 2 1 2

Survey date: MONDAY 11/07/16 Survey Type: MANUAL

4 KC-03-A-07 MIXED HOUSES KENT

RECULVER ROAD

HERNE BAY

Edge of Town

Residential Zone


Survey date: WEDNESDAY 27/09/17 Survey Type: MANUAL

5 SC-03-A-04 DETACHED & TERRACED SURREY

HIGH ROAD

BYFLEET

Edge of Town

Residential Zone


Survey date: THURSDAY 23/01/14 Survey Type: MANUAL

6 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE

SANDCROFT

TELFORD

SUTTON HILL

Edge of Town

Residential Zone



7 SM-03-A-01 DETACHED & SEMI SOMERSET

WEMBDON ROAD

BRIDGWATER

NORTHFIELD

Edge of Town

Residential Zone



8 ST-03-A-07 DETACHED & SEMI-DETACHED STAFFORDSHIRE

BEACONSIDE

STAFFORD

MARSTON GATE

Edge of Town

Residential Zone


Survey date: WEDNESDAY 22/11/17 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 a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection

DC-03-A-08 Bungalows

ES-03-A-04 Distance from urban centre

GM-03-A-10 Proximity to frequent Public Transport

NY-03-A-11 Distance from Urban Centre


Page 4


MANUALLY DESELECTED SITES (Cont.)

Site Ref Reason for Deselection

SH-03-A-06 Bungalows


Page 5


TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED

MULTI-MODAL VEHICLES

Calculation factor: 1 DWELLS

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.119 8 123 0.292 8 123 0.41107:00 - 08:00

8 123 0.173 8 123 0.394 8 123 0.56708:00 - 09:00

8 123 0.143 8 123 0.176 8 123 0.31909:00 - 10:00

8 123 0.128 8 123 0.155 8 123 0.28310:00 - 11:00

8 123 0.152 8 123 0.180 8 123 0.33211:00 - 12:00

8 123 0.168 8 123 0.166 8 123 0.33412:00 - 13:00

8 123 0.173 8 123 0.162 8 123 0.33513:00 - 14:00

8 123 0.216 8 123 0.180 8 123 0.39614:00 - 15:00

8 123 0.284 8 123 0.179 8 123 0.46315:00 - 16:00

8 123 0.291 8 123 0.202 8 123 0.49316:00 - 17:00

8 123 0.377 8 123 0.159 8 123 0.53617:00 - 18:00

8 123 0.291 8 123 0.189 8 123 0.48018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.515 2.434 4.949

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals

plus departures). Within each of these main columns are three sub-columns. These display the number of survey days

where count data is included (per time period), the average value of the selected trip rate calculation parameter (per

time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the

foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that 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 stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published

by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published

work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the

data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights

and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database.

[No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 24 - 288 (units: )

Survey date date range: 01/01/11 - 08/07/19

Number of weekdays (Monday-Friday): 8

Number of Saturdays: 0

Number of Sundays: 0

Surveys automatically removed from selection: 0

Surveys manually removed from selection: 5

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.


Page 6



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.005 8 123 0.005 8 123 0.01007:00 - 08:00

8 123 0.004 8 123 0.003 8 123 0.00708:00 - 09:00

8 123 0.003 8 123 0.003 8 123 0.00609:00 - 10:00

8 123 0.003 8 123 0.002 8 123 0.00510:00 - 11:00

8 123 0.003 8 123 0.004 8 123 0.00711:00 - 12:00

8 123 0.001 8 123 0.001 8 123 0.00212:00 - 13:00

8 123 0.002 8 123 0.001 8 123 0.00313:00 - 14:00

8 123 0.007 8 123 0.006 8 123 0.01314:00 - 15:00

8 123 0.003 8 123 0.004 8 123 0.00715:00 - 16:00

8 123 0.004 8 123 0.004 8 123 0.00816:00 - 17:00

8 123 0.003 8 123 0.002 8 123 0.00517:00 - 18:00

8 123 0.002 8 123 0.003 8 123 0.00518:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.040 0.038 0.078






foot of the table.








Page 7



MULTI-MODAL OGVS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.001 8 123 0.000 8 123 0.00107:00 - 08:00

8 123 0.000 8 123 0.001 8 123 0.00108:00 - 09:00

8 123 0.003 8 123 0.000 8 123 0.00309:00 - 10:00

8 123 0.004 8 123 0.003 8 123 0.00710:00 - 11:00

8 123 0.001 8 123 0.001 8 123 0.00211:00 - 12:00

8 123 0.003 8 123 0.004 8 123 0.00712:00 - 13:00

8 123 0.004 8 123 0.001 8 123 0.00513:00 - 14:00

8 123 0.000 8 123 0.004 8 123 0.00414:00 - 15:00

8 123 0.002 8 123 0.002 8 123 0.00415:00 - 16:00

8 123 0.003 8 123 0.004 8 123 0.00716:00 - 17:00

8 123 0.002 8 123 0.000 8 123 0.00217:00 - 18:00

8 123 0.000 8 123 0.000 8 123 0.00018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.023 0.020 0.043






foot of the table.








Page 8



MULTI-MODAL PSVS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.000 8 123 0.000 8 123 0.00007:00 - 08:00

8 123 0.000 8 123 0.000 8 123 0.00008:00 - 09:00

8 123 0.000 8 123 0.000 8 123 0.00009:00 - 10:00

8 123 0.000 8 123 0.000 8 123 0.00010:00 - 11:00

8 123 0.002 8 123 0.002 8 123 0.00411:00 - 12:00

8 123 0.000 8 123 0.000 8 123 0.00012:00 - 13:00

8 123 0.000 8 123 0.000 8 123 0.00013:00 - 14:00

8 123 0.000 8 123 0.000 8 123 0.00014:00 - 15:00

8 123 0.000 8 123 0.000 8 123 0.00015:00 - 16:00

8 123 0.000 8 123 0.000 8 123 0.00016:00 - 17:00

8 123 0.000 8 123 0.000 8 123 0.00017:00 - 18:00

8 123 0.000 8 123 0.000 8 123 0.00018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.002 0.002 0.004






foot of the table.








Page 9



MULTI-MODAL CYCLISTS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.003 8 123 0.007 8 123 0.01007:00 - 08:00

8 123 0.001 8 123 0.008 8 123 0.00908:00 - 09:00

8 123 0.001 8 123 0.002 8 123 0.00309:00 - 10:00

8 123 0.000 8 123 0.001 8 123 0.00110:00 - 11:00

8 123 0.002 8 123 0.001 8 123 0.00311:00 - 12:00

8 123 0.001 8 123 0.001 8 123 0.00212:00 - 13:00

8 123 0.003 8 123 0.001 8 123 0.00413:00 - 14:00

8 123 0.002 8 123 0.002 8 123 0.00414:00 - 15:00

8 123 0.002 8 123 0.000 8 123 0.00215:00 - 16:00

8 123 0.004 8 123 0.001 8 123 0.00516:00 - 17:00

8 123 0.008 8 123 0.003 8 123 0.01117:00 - 18:00

8 123 0.007 8 123 0.003 8 123 0.01018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.034 0.030 0.064






foot of the table.








Page 10



MULTI-MODAL VEHICLE OCCUPANTS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.152 8 123 0.504 8 123 0.65607:00 - 08:00

8 123 0.251 8 123 0.780 8 123 1.03108:00 - 09:00

8 123 0.207 8 123 0.280 8 123 0.48709:00 - 10:00

8 123 0.182 8 123 0.245 8 123 0.42710:00 - 11:00

8 123 0.228 8 123 0.280 8 123 0.50811:00 - 12:00

8 123 0.255 8 123 0.246 8 123 0.50112:00 - 13:00

8 123 0.262 8 123 0.250 8 123 0.51213:00 - 14:00

8 123 0.331 8 123 0.259 8 123 0.59014:00 - 15:00

8 123 0.520 8 123 0.287 8 123 0.80715:00 - 16:00

8 123 0.536 8 123 0.328 8 123 0.86416:00 - 17:00

8 123 0.651 8 123 0.256 8 123 0.90717:00 - 18:00

8 123 0.494 8 123 0.338 8 123 0.83218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 4.069 4.053 8.122






foot of the table.








Page 11



MULTI-MODAL PEDESTRIANS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.010 8 123 0.016 8 123 0.02607:00 - 08:00

8 123 0.025 8 123 0.055 8 123 0.08008:00 - 09:00

8 123 0.022 8 123 0.018 8 123 0.04009:00 - 10:00

8 123 0.021 8 123 0.015 8 123 0.03610:00 - 11:00

8 123 0.016 8 123 0.020 8 123 0.03611:00 - 12:00

8 123 0.020 8 123 0.023 8 123 0.04312:00 - 13:00

8 123 0.028 8 123 0.018 8 123 0.04613:00 - 14:00

8 123 0.025 8 123 0.032 8 123 0.05714:00 - 15:00

8 123 0.063 8 123 0.049 8 123 0.11215:00 - 16:00

8 123 0.051 8 123 0.021 8 123 0.07216:00 - 17:00

8 123 0.043 8 123 0.023 8 123 0.06617:00 - 18:00

8 123 0.024 8 123 0.052 8 123 0.07618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.348 0.342 0.690






foot of the table.








Page 12



MULTI-MODAL BUS/TRAM PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.000 8 123 0.013 8 123 0.01307:00 - 08:00

8 123 0.000 8 123 0.024 8 123 0.02408:00 - 09:00

8 123 0.003 8 123 0.006 8 123 0.00909:00 - 10:00

8 123 0.007 8 123 0.005 8 123 0.01210:00 - 11:00

8 123 0.002 8 123 0.005 8 123 0.00711:00 - 12:00

8 123 0.003 8 123 0.004 8 123 0.00712:00 - 13:00

8 123 0.001 8 123 0.008 8 123 0.00913:00 - 14:00

8 123 0.004 8 123 0.004 8 123 0.00814:00 - 15:00

8 123 0.009 8 123 0.008 8 123 0.01715:00 - 16:00

8 123 0.020 8 123 0.004 8 123 0.02416:00 - 17:00

8 123 0.014 8 123 0.004 8 123 0.01817:00 - 18:00

8 123 0.031 8 123 0.012 8 123 0.04318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.094 0.097 0.191






foot of the table.








Page 13



MULTI-MODAL TOTAL RAIL PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.000 8 123 0.010 8 123 0.01007:00 - 08:00

8 123 0.000 8 123 0.014 8 123 0.01408:00 - 09:00

8 123 0.000 8 123 0.005 8 123 0.00509:00 - 10:00

8 123 0.000 8 123 0.007 8 123 0.00710:00 - 11:00

8 123 0.001 8 123 0.003 8 123 0.00411:00 - 12:00

8 123 0.000 8 123 0.001 8 123 0.00112:00 - 13:00

8 123 0.003 8 123 0.000 8 123 0.00313:00 - 14:00

8 123 0.003 8 123 0.000 8 123 0.00314:00 - 15:00

8 123 0.012 8 123 0.003 8 123 0.01515:00 - 16:00

8 123 0.008 8 123 0.001 8 123 0.00916:00 - 17:00

8 123 0.008 8 123 0.000 8 123 0.00817:00 - 18:00

8 123 0.010 8 123 0.002 8 123 0.01218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.045 0.046 0.091






foot of the table.








Page 14



MULTI-MODAL PUBLIC TRANSPORT USERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.000 8 123 0.023 8 123 0.02307:00 - 08:00

8 123 0.000 8 123 0.039 8 123 0.03908:00 - 09:00

8 123 0.003 8 123 0.011 8 123 0.01409:00 - 10:00

8 123 0.007 8 123 0.012 8 123 0.01910:00 - 11:00

8 123 0.003 8 123 0.008 8 123 0.01111:00 - 12:00

8 123 0.003 8 123 0.005 8 123 0.00812:00 - 13:00

8 123 0.004 8 123 0.008 8 123 0.01213:00 - 14:00

8 123 0.007 8 123 0.004 8 123 0.01114:00 - 15:00

8 123 0.021 8 123 0.011 8 123 0.03215:00 - 16:00

8 123 0.028 8 123 0.005 8 123 0.03316:00 - 17:00

8 123 0.022 8 123 0.004 8 123 0.02617:00 - 18:00

8 123 0.042 8 123 0.014 8 123 0.05618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.140 0.144 0.284






foot of the table.








Page 15



MULTI-MODAL TOTAL PEOPLE






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.165 8 123 0.550 8 123 0.71507:00 - 08:00

8 123 0.278 8 123 0.881 8 123 1.15908:00 - 09:00

8 123 0.233 8 123 0.311 8 123 0.54409:00 - 10:00

8 123 0.211 8 123 0.274 8 123 0.48510:00 - 11:00

8 123 0.249 8 123 0.309 8 123 0.55811:00 - 12:00

8 123 0.280 8 123 0.276 8 123 0.55612:00 - 13:00

8 123 0.298 8 123 0.278 8 123 0.57613:00 - 14:00

8 123 0.366 8 123 0.298 8 123 0.66414:00 - 15:00

8 123 0.606 8 123 0.347 8 123 0.95315:00 - 16:00

8 123 0.619 8 123 0.356 8 123 0.97516:00 - 17:00

8 123 0.724 8 123 0.287 8 123 1.01117:00 - 18:00

8 123 0.567 8 123 0.407 8 123 0.97418:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 4.596 4.574 9.170






foot of the table.








Page 16



MULTI-MODAL CARS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.080 8 123 0.248 8 123 0.32807:00 - 08:00

8 123 0.140 8 123 0.343 8 123 0.48308:00 - 09:00

8 123 0.105 8 123 0.140 8 123 0.24509:00 - 10:00

8 123 0.095 8 123 0.129 8 123 0.22410:00 - 11:00

8 123 0.117 8 123 0.135 8 123 0.25211:00 - 12:00

8 123 0.129 8 123 0.128 8 123 0.25712:00 - 13:00

8 123 0.134 8 123 0.127 8 123 0.26113:00 - 14:00

8 123 0.171 8 123 0.143 8 123 0.31414:00 - 15:00

8 123 0.250 8 123 0.137 8 123 0.38715:00 - 16:00

8 123 0.245 8 123 0.159 8 123 0.40416:00 - 17:00

8 123 0.325 8 123 0.137 8 123 0.46217:00 - 18:00

8 123 0.259 8 123 0.169 8 123 0.42818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.050 1.995 4.045






foot of the table.








Page 17



MULTI-MODAL LGVS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.026 8 123 0.030 8 123 0.05607:00 - 08:00

8 123 0.024 8 123 0.026 8 123 0.05008:00 - 09:00

8 123 0.026 8 123 0.026 8 123 0.05209:00 - 10:00

8 123 0.019 8 123 0.017 8 123 0.03610:00 - 11:00

8 123 0.020 8 123 0.030 8 123 0.05011:00 - 12:00

8 123 0.027 8 123 0.025 8 123 0.05212:00 - 13:00

8 123 0.027 8 123 0.025 8 123 0.05213:00 - 14:00

8 123 0.028 8 123 0.024 8 123 0.05214:00 - 15:00

8 123 0.022 8 123 0.034 8 123 0.05615:00 - 16:00

8 123 0.020 8 123 0.026 8 123 0.04616:00 - 17:00

8 123 0.035 8 123 0.013 8 123 0.04817:00 - 18:00

8 123 0.016 8 123 0.012 8 123 0.02818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.290 0.288 0.578






foot of the table.








Page 18



MULTI-MODAL MOTOR CYCLES






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

8 123 0.000 8 123 0.000 8 123 0.00007:00 - 08:00

8 123 0.000 8 123 0.003 8 123 0.00308:00 - 09:00

8 123 0.000 8 123 0.002 8 123 0.00209:00 - 10:00

8 123 0.003 8 123 0.000 8 123 0.00310:00 - 11:00

8 123 0.000 8 123 0.001 8 123 0.00111:00 - 12:00

8 123 0.001 8 123 0.000 8 123 0.00112:00 - 13:00

8 123 0.000 8 123 0.000 8 123 0.00013:00 - 14:00

8 123 0.000 8 123 0.000 8 123 0.00014:00 - 15:00

8 123 0.000 8 123 0.000 8 123 0.00015:00 - 16:00

8 123 0.002 8 123 0.001 8 123 0.00316:00 - 17:00

8 123 0.003 8 123 0.001 8 123 0.00417:00 - 18:00

8 123 0.000 8 123 0.000 8 123 0.00018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.009 0.008 0.017






foot of the table.









Appendix 10 - Traffic Distribution and Assignment

WU03EW - Location of usual residence and place of work by method of travel to work (MSOA level)ONS Crown Copyright Reserved [from Nomis on 1 November 2019]

population All usual residents aged 16 and over in employment the week before the censusunits Personsdate 2011usual residence E02005526 : Broadland 007 (2011 super output area - middle layer)

Threshold

Area Type Place of Work

All categories: Method of travel to

work (2001 specification)

Driving a car or van

8 Proportion 1 2 3 4 5 6Region East 2,241 1,701 1701 100%

East Midlands 5 5 0 0%London 16 7 0 0%North East 1 0 0 0%North West 0 0 0 0%Northern Ireland 0 0 0 0%Scotland 3 1 0 0%South East 11 8 0 0%South West 3 1 0 0%Wales 0 0 0 0%West Midlands 7 7 0 0%Yorkshire and The Humber 8 8 0 0%

2,295 1,738 1701 100%

LPA Babergh 1 1 0 0%Basildon 0 0 0 0%Bedford 0 0 0 0%Braintree 0 0 0 0%Breckland 56 56 56 3% 25% 25% 50%Brentwood 1 1 0 0%Broadland 741 539 539 32%Broxbourne 1 1 0 0%Cambridge 4 2 0 0%Castle Point 0 0 0 0%Central Bedfordshire 0 0 0 0%Chelmsford 0 0 0 0%Colchester 1 0 0 0%Dacorum 0 0 0 0%East Cambridgeshire 0 0 0 0%East Hertfordshire 1 1 0 0%Epping Forest 0 0 0 0%Fenland 0 0 0 0%Forest Heath 3 3 0 0%Great Yarmouth 35 28 28 2% 50% 50%Harlow 1 1 0 0%Hertsmere 2 2 0 0%Huntingdonshire 0 0 0 0%Ipswich 4 3 0 0%King's Lynn and West Norfolk 33 30 30 2% 50% 50%Luton 0 0 0 0%Maldon 0 0 0 0%Mid Suffolk 5 5 0 0%North Hertfordshire 1 0 0 0%North Norfolk 74 59 59 4% 50% 50%Norwich 958 698 698 42% 50% 50%Peterborough 0 0 0 0%Rochford 0 0 0 0%South Cambridgeshire 2 2 0 0%South Norfolk 300 254 254 15% 100%Southend-on-Sea 1 1 0 0%St Albans 1 1 0 0%St Edmundsbury 2 2 0 0%Stevenage 0 0 0 0%Suffolk Coastal 0 0 0 0%Tendring 0 0 0 0%Three Rivers 0 0 0 0%Thurrock 0 0 0 0%Uttlesford 2 2 0 0%Watford 0 0 0 0%Waveney 10 8 0 0%Welwyn Hatfield 1 1 0 0%

2,241 1,701 1,664 100% 2% 21% 21% 3% 4% 17%

MSOA E02005520 : Broadland 001 24 22 22 1% 50% 50%E02005521 : Broadland 002 58 48 48 3% 50% 50%E02005522 : Broadland 003 14 11 11 1% 50% 50%E02005523 : Broadland 004 40 33 33 2% 50% 50%E02005524 : Broadland 005 12 10 10 1% 50% 50%E02005525 : Broadland 006 103 70 70 4% 100%E02005526 : Broadland 007 171 83 83 5% 100%E02005527 : Broadland 008 17 15 15 1% 50% 50%E02005528 : Broadland 009 9 7 0 0%E02005529 : Broadland 010 71 60 60 4% 100%E02005530 : Broadland 011 70 55 55 3% 100%E02005531 : Broadland 012 4 3 0 0%E02005532 : Broadland 013 45 36 36 2% 50% 50%E02005533 : Broadland 014 8 5 0 0%E02005534 : Broadland 015 7 6 0 0%E02005535 : Broadland 016 44 40 40 3% 50% 50%E02005536 : Broadland 017 31 25 25 2% 50% 50%E02005537 : Broadland 018 13 10 10 1% 50% 50%

741 539 518 32% 4% 12% 0% 8% 8% 0%

SUMMARY 1 2 3 4 5 6

6% 33% 21% 10% 12% 17%100% 100% 100% 100% 0% 100%

0% 0% 0% 0% 100% 0%

Route

Proportion of traffic on route using South AccessProportion of traffic on route using North Access

Proportion of Vehicle Trips

Route Assignment

12%

6%

17%33%

10%

21%

MANOR PARK, HALL LANE, DRAYTONTRAFFIC ASSIGNMENT ROUTES AND DISTRIBUTION

6100905-MLM-ZZ-XX-DR-TP-1002-P02

Approximate Site Boundary

Route 1

Route 2

Route 3

Route 4

Route 5

Route 6

KEY



Appendix 11 - Turning Movement Diagram

J1

J2J4

Hall Lane W Hall Lane W J5 Hall Lane

J6

`

Fakenham Road J3 Drayton High Road

KEY:

OBSERVED 2019 ‐ AM PEAK (0800‐0900)

454 180 275 Two‐Way Flow

MANOR PARK, DRAYTON

6100905‐MLM‐ZZ‐XX‐CA‐TP‐0002‐R01‐Turning Movement Diagrams

One Way Flow

3%

34 143 3

Costessey Lane

302 6%

6% 2% 0% 88 Turning Movement

HGV %%

561 506

116 2% 1404

1444

883 898

0% 1

3% 620 226 186 274

Scho

ol Road

2% 262 1% 7% 8%

521 686 1206

1109 389 720

Reep

ham Road S 12 0%959 476 483 0% 2% 50%

106 280 3

15

3 0%

Scho

ol Road S

420 2% Holly Lane 7

0 0%

76 0% 22

0%1% 2% 0% 0 0% 113

146 330 0 519 0% 1 0%

2531015 0 0% 1015 0 0%

Hall Lane E 114 106Hall Lane 496 496 Hall Lane E 496 520

568

519 519 519 436 139 141

140

1%

1015 2% 496 956 0% 0 247 2%

00 63 189 0% 0 0 0 0%

0%0% 0%

Scho

ol Road N

Site Access

0% 0% 0% 0%

0

Drayton Lane

0% 1% 299 0%

3

222 253 475 0 0

137 0 407 2 0% 1

Reep

ham Road N

0% 0 0%

300 409 709 283 571 854

475 222 253

0% 0%

222 0

Scho

ol Road S

0 0%

0 0% 0

Site Access 0

0

Scho

ol Road N

222 253 475

253 0

0% 0%

J1

J2J4

Hall Lane W Hall Lane W J5 Hall Lane

J6

`


KEY:

181 310 Two‐Way Flow492

OBSERVED 2019 ‐ PM PEAK (1630‐1730)

6100905‐MLM‐ZZ‐XX‐CA‐TP‐0002‐R01‐Turning Movement Diagrams

MANOR PARK, DRAYTON

Turning Movement

One Way Flow

0% 0% 0% 92 0%

% HGV %

33.4 145 3

Costessey Lane

435 1%

802 683

156 1% 1201

1440

639 518

334 215 163

0% 3

0% 0% 1%

1% 353

Scho

ol Road

0% 283

585 712 1296

1085 718 367

0% 1% 0%

Reep

ham Road S 3 0%1026 455 571

515 1 0

8

7

4 0%

15

Scho

ol Road S

439 0% Holly Lane

0%202

204 0%

29 0%

1% 1% 0% 0 0%

339 0 362 0% 5 0%

0% 281

117

829 0 0% 829 0

Hall Lane E 468 533 Hall Lane E 209 203Hall Lane 468 468

362 362 362 387 72 62

0 265 0% 58829 1% 362 920 0%

306 50 329 6 0% 2 10% 0 0 0 0% 66

2% 0%0% 0% 0% 0% 2 0%0% 0% 0% 0% 0%

Scho

ol Road N

Site Access

301 0 0 0

Drayton Lane

1% 321

0

326 335 661

Reep

ham Road N

132 23

146 155

521 312 833

301 146 155

0Scho

ol Road S

0 0%

1%

146

0%

0 0% 0

Site Access 0

0

Scho

ol Road N

146

0%

155 301

0%

155 0

Growth Factor

J1

J2

J4

Hall Lane W Hall Lane WJ5

Hall Lane

J6

`


KEY:

2025 BASELINE - AM PEAK (0800-0900)

517 204 313Two-Way Flow

MANOR PARK, DRAYTON

6100905-MLM-ZZ-XX-CA-TP-0002-R01-Turning Movement Diagrams

One Way Flow

638 575

132 1596

38 162 3

Co

ste

sse

y L

an

e

343

100

Turning Movement

1642

1004 1021

1

705 256 211 312

Sch

oo

l R

oa

d

298

592 779 1371

1261 443 819

1091 541 549

121 318 4

Re

ep

ha

m R

oa

d S

14

17

3

Sch

oo

l R

oa

d S

477Holly Lane

8

0

0 128

86 25

166 375 0 590 1

2871154 0 1154 0


590 564 564 496 158 160

1591154 564 1087 0 281

156 0 463 2 1

340

0 6460 72 215 0 0 0

253 287 540 0 0

0

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

0

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

3

341 465 806 322 649 971

540 253 287

253 0

Sch

oo

l R

oa

d S

0

0 0

Site Access 0

0

287 0

1.1371

Sch

oo

l R

oa

d N

253 287 540

Growth Factor

J1

J2

J4


Hall Lane

J6

`


KEY:

2025 BASELINE - PM PEAK (1630-1730)

561

MANOR PARK, DRAYTON


Turning Movement

One Way Flow

105

207 354Two-Way Flow

915 780

179 1371

38 166 3

Co

ste

sse

y L

an

e

496

1645

729 592

381 246 186

3

402

Sch

oo

l R

oa

d

323

667 813 1480

520 652

588 1 0

1238 820 419

Re

ep

ha

m R

oa

d S

31172

9

8

5

17

Sch

oo

l R

oa

d S

501Holly Lane

231

387 0 413

233

33

0

6

321

133

947 0 947 0

608 Hall Lane E 238 232Hall Lane 534 534

413 413 413

Hall Lane E 534

442 82 71

0 303 66947 413 1050

2

349 61

Re

ep

ha

m R

oa

d N

177

0 375 7 20 0 0 76151 26

166

372 382

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

344 0 0 0

Dra

yto

n L

an

e

366

0

754 595 356 950

332 166 166

0

Sch

oo

l R

oa

d S

0166

0 0

Site Access 0

0

166 0

166 332

1.1417

Sch

oo

l R

oa

d N

166

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

7% 7%

Sch

oo

l R

oa

d N

7% 0

0

0%

Site Access 0%

7% 0

Sch

oo

l R

oa

d S

0

7% 7%

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

11% 11% 0% 0%

7% 7% 0%

11% 0%

0%

0% 7% 0% 0 0

11% 0%

0 5% 0%

16% 0%

0% 0% 0% 0%

5%

16% 16% 16% 16% 5% 5%

Hall Lane 16% 16% Hall Lane E 16% 16% Hall Lane E 5% 5%

7% 16% 0% 16% 0%

0 0%

0%

0% 5%

0%

0%

Sch

oo

l R

oa

d S

16%Holly Lane

0%

0%

23% 23%

5% 0% 0%

5% 5%

Re

ep

ha

m R

oa

d S

0%

Sch

oo

l R

oa

d

0%

23% 23%

0%

60% 0% 0% 23%

60% 100%

23%

60% 100%

0% 0% 17%

Co

ste

sse

y L

an

e

60%

17%

One Way Flow


MANOR PARK, DRAYTON

17% 17%Two-Way Flow

COMMITTED DEVELOPMENT DISTRIBUTION - AM PEAK (0800-0900)

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

6% 6%

Sch

oo

l R

oa

d N

6% 0

0

0%

Site Access 0%

0S

ch

oo

l R

oa

d S

06%

Re

ep

ha

m R

oa

d N

6% 6%

14% 14% 0% 1%

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

6% 6% 0%

0%14%

0%

Dra

yto

n L

an

e

0% 0% 0%3% 0% 14% 0%6% 0% 0 0 00%

0% 3%17%

0%

17% 3% 3%17% 17% 17%

Hall Lane E 17% 17% Hall Lane E 3% 3%Hall Lane 17% 17%

6%

0% 0%

3%

0%

0%

17% 0% 17% 0%

0%

0%

0%

Sch

oo

l R

oa

d S

17%Holly Lane

3% 0% 0% 0%

3% 3%

Re

ep

ha

m R

oa

d S

0%23% 23%

Sch

oo

l R

oa

d

0%

23% 23%

0% 0% 23%

0%

64%

64% 100%

23%

64% 100%

0% 0% 13%

Co

ste

sse

y L

an

e

64%

13%


MANOR PARK, DRAYTON

One Way Flow

COMMITTED DEVELOPMENT DISTRIBUTION - PM PEAK (1630-1730)

13% 13%Two-Way Flow

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

0 0 0

0

1

1

1

Sch

oo

l R

oa

d N

0 0

0 0

0 0

Sch

oo

l R

oa

d S

0

0

Site Access 0

0 0

0 00 0 0 0

1 1 2 0 0 0

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

0 0 0 0 0

1 0

0 0

0 3 0

0 0 0 1 0

1 0

0 0

0 0 0 1 0 0


0 0 0 0 0

10 1 0

0 0

0 0

0 0

0 0 0 0

Re

ep

ha

m R

oa

d S

0

0

0

Sch

oo

l R

oa

d S

0Holly Lane

0

1 0 0

Sch

oo

l R

oa

d

0

2 1 3

7

2 3

0

2 0 0 1

0 0

Co

ste

sse

y L

an

e

5

1

5 8

2 11


MANOR PARK, DRAYTON

One Way Flow

1 0 1Two-Way Flow

COMMITED DEVELOPMENT FLOWS - AM PEAK (0800-0900)

0

DeparturesArrivals

3 8

Trips taken from Land off Drayton High Road Transport

Statement (20170212) and assigned using observed turning

proportions.

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

0 0 0

Sch

oo

l R

oa

d N

0 0

0

0

0

0

Site Access 0

0S

ch

oo

l R

oa

d S

0

0 0 0

1 1 2

0 0 0

Dra

yto

n L

an

e

0 0 0

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

0 0 0

1

0

2 0 0 01 0

0 00 0

Re

ep

ha

m R

oa

d N

0

0 1 00 0 0 0 00

0 0 0

Hall Lane E 1

1 0 0

0 0Hall Lane 1 1

0

1 0

0

0

0 0 1

0

0

0

Sch

oo

l R

oa

d S

1Holly Lane

0

2 0 1

0 0 0

0 0 0

Re

ep

ha

m R

oa

d S

0

Sch

oo

l R

oa

d

0

1 2

9

5 8

0 0 2

0

5

3 5

1 14


MANOR PARK, DRAYTON

One Way Flow

2

COMMITTED DEVELOPMENT FLOWS (1630-1730)

Two-Way Flow

Co

ste

sse

y L

an

e

3

1

Arrivals Departures

8 4

1 1

Trips taken from Land off Drayton High Road Transport

Statement (20170212) and assigned using observed turning

proportions.

0 0 1

3

0

0

0

01 0

1 Hall Lane E

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

287 0

Sch

oo

l R

oa

d N

253 287 540

0 0

0

Site Access 0

253 0

Sch

oo

l R

oa

d S

0

253 287

0 0253 287 540 0

342 466 808 322 649 971

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

0 72 215 0 0

341 0

0 646

564 1089 0 282

1 30 156 0 464 2

591 591 591 497 159

1601181

161

Hall Lane 564 591 Hall Lane E 591 592 Hall Lane E 129 121

0 1181 0 288

166 375 0 591 1

1155

86 25

0 128

542 550

Re

ep

ha

m R

oa

d S

14

17

Sch

oo

l R

oa

d S

478Holly Lane

8

3

121 318 4 0

443 819

1

708 256 211 313

Sch

oo

l R

oa

d

298

643 583

134 1607

1649

1006 1024


MANOR PARK, DRAYTON

One Way Flow


BASELINE 2025 + COMMITED DEVELOPMENT - AM PEAK (0800-0900)

38 162 3

540

1091

Co

ste

sse

y L

an

e

348

102

594 781 1374

1262

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

166 0

Sch

oo

l R

oa

d N

166 166 333

0 0

0

Site Access 0

0S

ch

oo

l R

oa

d S

0166

333 166 166

373 383 756

0 0 0

Dra

yto

n L

an

e

595 356 950

Re

ep

ha

m R

oa

d N

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

166 177 344

2

2367

1 349 676 0 377 7151 26 0 0 00

0 303 66827 413 1052

71413 413 413 443 83

Hall Lane E 238 232

948

Hall Lane 535 414 Hall Lane E 414 609

0 827 0 321

33 17

0 233

6133 387 0 414

502Holly Lane

9

8

Sch

oo

l R

oa

d S

5

231 588 1

1238 820 419

1173 520 653

0

3

408

Sch

oo

l R

oa

d

323

919 785

180 1385

1653

734 600


MANOR PARK, DRAYTON

One Way Flow

563

BASELINE 2025 + COMMITTED DEVELOPMENT - PM PEAK (1630-1730)

Co

ste

sse

y L

an

e

500

106

208 355Two-Way Flow

38 166 5

381 246 188

669 815 1483

Re

ep

ha

m R

oa

d S

3

J1

J2

J4


Hall Lane

J6

`


KEY:

DEVELOPMENT DISTRIBUTION

21%21%

31%

31% 21%

Turning Movement

One Way Flow

0%31%

0% 21% 0% 0%

0%

0%

0%

0%

0%

Dra

yto

n L

an

e

56%

0%

0%

31%

31%

North Access South Access

0

0%

0%

100%

100%

100%

6%

33%

21%

Distribution

Route 1

Route 2

Route 3

100%

0%

100%

0%

0% 21%

0%

0%

0%

10%

12%

17%

0%

100%

21%

Route 4

Route 5

Route 6

12%12%

12%

Site Access

0%

0%S

ch

oo

l R

oa

d S

0%

0%

12%

12%

0%

12%

Sch

oo

l R

oa

d N

0%

33%

56%

17%

17% 0%

6%

0%

56%

0% 6%

0%

6%

6%

33%

33%

0%0%

0%0%

56%

56% 56%

0% 56%

Sch

oo

l R

oa

d S

0% 0%

56%

33%

0%

17% 17%

0%

0%

31%

87% 87%

56%

0%

0%

56%

0%

31%

0%

0%31%

0%

0%

0%0% 31%0%

MANOR PARK, DRAYTON


Co

ste

sse

y L

an

e

Re

ep

ha

m R

oa

d S

Sch

oo

l R

oa

d N

Sch

oo

l R

oa

d

Hall Lane Hall Lane E Hall Lane E

Re

ep

ha

m R

oa

d N

Holly Lane

56%

31%56%

Sit

e A

cce

ss

0%

J1

J2

J4Hall Lane W Hall Lane W J5 Hall Lane

J6

`


KEY:

DEVELOPMENT FLOWS - AM PEAK

27 8 19Two-Way Flow

MANOR PARK, DRAYTON


Turning Movement

0 8 0

Co

ste

sse

y L

an

e

0

0

7 16

One Way Flow

16 52

9

3 36

Sch

oo

l R

oa

d

3

0

0 7 19 36

88 27 61

27 61 88

Re

ep

ha

m R

oa

d S

0

33 10 23

Sch

oo

l R

oa

d S

61Holly Lane

0

00 10 0

0

0

0 0

0 0

0 27 0 0 0

088 15 49 0


27 27 34 34 0 0

088 0 49 0 0

0 230 0 0 27 61 34

42 95

0

0 0 15 0 0

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

137

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

0

34

0 0 0

34 15 49 10 23 32.97

0 0 0

0 0

Sch

oo

l R

oa

d S

0

Sch

oo

l R

oa

d N

13 19

Site Access 13

13 6 19

Trip Generation

6

0 6

Arrivals Departures

48 109

J1

J2

J4Hall Lane W Hall Lane W J5 Hall Lane

J6

`


KEY:

Turning Movement

Two-Way Flow

DEVELOPMENT FLOWS - PM PEAK

24


MANOR PARK, DRAYTON

15 9

One Way Flow

0

Co

ste

sse

y L

an

e

00 15 0

3 29

29 47

9

5 18

Sch

oo

l R

oa

d

5

3 9 18

0

0

0

80 49 30

49 30 80

30 18 11

Re

ep

ha

m R

oa

d S

0

0

Sch

oo

l R

oa

d S

30Holly Lane

18 0 00

0

0

0

0 0

49 0 0 0

044 0

0

80 27

27 Hall Lane E 0 0Hall Lane 30 30

49 49 17

Hall Lane E 27

17 0 0

0 0 080 0 44

11 00 27 0 0 049 30 17 0

0

Re

ep

ha

m R

oa

d N

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

0 77 47 124

Dra

yto

n L

an

e

17

0 0 0

0 0

17 27 44 18 11 29.82

0

Sch

oo

l R

oa

d S

0

0 0 0

0

Site Access 6

Sch

oo

l R

oa

d N

6 17

6

11

Trip Generation

11 17

0 11

DeparturesArrival

5488

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

287 6

Sch

oo

l R

oa

d N

253 287 540

0 5.76

5.76

Site Access 0

253 0

Sch

oo

l R

oa

d S

0

540 253 287

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

Dra

yto

n L

an

e

Re

ep

ha

m R

oa

d N

376 481 857 322 672 994

253 287 0 41.76

479 2

540 41.76

0 72 215 27 0

374 0

0 156 0

1243 564 1138 0

1 0 669 3

160

618 618 618 531 159 161

Hall Lane 625 625 Hall Lane E 625 607 Hall Lane E 129 121

166 402 0 591 1

2881243 15 1243 0

86 25

0 128

17

3

Sch

oo

l R

oa

d S

539Holly Lane

8

0

1179 569 611

121 318 4

1285 443 842

Re

ep

ha

m R

oa

d S

14

Sch

oo

l R

oa

d

301

621 842 1462

1

708 263 230 349

649 599

149 1659

1659

1009 1060

38 171 3

Co

ste

sse

y L

an

e

348

102

One Way Flow


MANOR PARK, DRAYTON


BASELINE 2025 + COMMITED DEVELOPMENT + DEVELOPMENT - AM PEAK (0800-0900)

J1

J2

J4


Hall Lane

J6

`


KEY:

Turning Movement

166 11

Sch

oo

l R

oa

d N

173 177 350

6 17

11

Site Access 6

0S

ch

oo

l R

oa

d S

0166

Re

ep

ha

m R

oa

d N

333 166 166

389 411 800 613 367

Sch

oo

l R

oa

d N

Sit

e A

cce

ss

166

980

177 344 77

2384

47 124

Dra

yto

n L

an

e

1 360 676 0 404 7151 26 49 30 170

1096 0 303 66907 413

2

459 83 71462 462 430

Hall Lane E 441 636 Hall Lane E 238 232Hall Lane 565 444

321

133

1028 27 871 0

233

33

0

436 0 414 6

9

8

5

17

Sch

oo

l R

oa

d S

532Holly Lane

231 606 1 0

1563

1268 838 430

Re

ep

ha

m R

oa

d S

31253 569 684

Sch

oo

l R

oa

d

328

718 845

384 255 205

3

408

922 814

209 1432

1662

739 618

38 181 5

Co

ste

sse

y L

an

e

500

106


MANOR PARK, DRAYTON

One Way Flow

588

BASELINE 2025 + COMMITED DEVELOPMENT + DEVELOPMENT - PM PEAK (1630-1730)

223 364Two-Way Flow



Appendix 12 - Junction Capacity Assessments

Filename: 6100905-MLM-ZZ-XX-CA-TP-1003-R02-Junction 1 Site Access.j9 Path: \\MLMIPS.com\Work\MLM\6_\610_\61009_\6100905\CALC\Capacity Models Report generation date: 26/11/19 16:07:06

»2019, AM »2019, PM »2025 Baseline + Committed, AM »2025 Baseline + Committed, PM »2025 Baseline + Committed + Development, AM »2025 Baseline + Committed + Development, PM

Summary of junction performance

Junctions 9PICADY 9 - Priority Intersection Module

Version: 9.0.1.4646 []

© Copyright TRL Limited, 2019

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

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

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

AM PM

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

2019

Stream B-C 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream B-A 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream C-AB 0.0 0.00 0.00 A 0.0 0.00 0.00 A

2025 Baseline + Committed

Stream B-C 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream B-A 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream C-AB 0.0 0.00 0.00 A 0.0 0.00 0.00 A

2025 Baseline + Committed + Development

Stream B-C 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream B-A 0.0 9.12 0.04 A 0.0 8.08 0.01 A

Stream C-AB 0.0 0.00 0.00 A 0.0 0.00 0.00 A

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

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

Generated on 26/11/19 16:07:33 using Junctions 9 (9.0.1.4646)

1

mailto:[email protected]

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

File summary

Units

Analysis Options

Demand Set Summary

Analysis Set Details

File Description

Title (untitled)

Location

Site number

Date 15/11/19

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator MLMIPS\jamie.ferguson

Description

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

m kph PCU PCU perHour s -Min perMin

Vehicle length (m)

Calculate Queue Percentiles

Calculate detailed queueing delay

Calculate residual capacity

RFC Threshold

Average Delay threshold (s)

Queue threshold (PCU)

5.75 0.85 36.00 20.00

ID Scenario nameTime

Period name

Traffic profile type

Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship

D1 2019 AMONE

HOUR07:45 09:15 15 ü

D2 2019 PMONE

HOUR16:45 18:15 15 ü

D3 Development Flows AMONE

HOUR07:45 09:15 15

D4 Development Flows PMONE

HOUR16:45 18:15 15

D5 2025 Baseline AMONE

HOUR07:45 09:15 15 Simple D1*1.1371

D6 2025 Baseline PMONE

HOUR16:45 18:15 15 Simple D2*1.1417

D7 2025 Baseline+Development AMONE

HOUR07:45 09:15 15 Simple D5+D3

D8 2025 Baseline+Development PMONE

HOUR16:45 18:15 15 Simple D4+D6

D9 Committed AMONE

HOUR07:45 09:15 15

D10 Committed PMONE

HOUR16:45 18:15 15

D11 2025 Baseline + Committed AMONE

HOUR07:45 09:15 15 ü Simple D5+D9

D12 2025 Baseline + Committed PMONE

HOUR16:45 18:15 15 ü Simple D6+D10

D13 2025 Baseline + Committed + Development AMONE

HOUR07:45 09:15 15 ü Simple D7+D9

D14 2025 Baseline + Committed + Development PMONE

HOUR16:45 18:15 15 ü Simple D8+D10

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

A1 ü 100.000 100.000


2

2019, AM

Data Errors and Warnings

Junction Network

Junctions

Junction Network Options

Arms

Arms

Major Arm Geometry

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

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

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

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

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

Severity Area Item Description

Warning Minor arm flareArm B - Minor arm

geometry

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

not allowed.

WarningDemand Set

Relationship

D7 - 2025

Baseline+Development,

AM

Demand Set relationships are chained. This may slow down the file.

Warning Vehicle Mix HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in

PCUs or Vehs.

Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS

1 Site Access/School Lane T-Junction Two-way 0.00 A

Driving side Lighting

Left Normal/unknown

Arm Name Description Arm type

A School Road N Major

B Site Access Minor

C School Road S Major

Arm Width of carriageway (m) Has kerbed central reserve Has right turn bay Visibility for right turn (m) Blocks? Blocking queue (PCU)

C 6.21 153.6 ü 1.00

ArmMinor arm

typeWidth at give-

way (m)Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate flare length

Flare length (PCU)

Visibility to left (m)

Visibility to right (m)

BOne lane plus

flare10.00 4.54 3.00 3.00 3.00 ü 1.00 20 18

Junction StreamIntercept(PCU/hr)

Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 524 0.095 0.239 0.150 0.342

1 B-C 676 0.103 0.259 - -

1 C-B 663 0.255 0.255 - -


3

Traffic Demand

Demand Set Details

Demand overview (Traffic)

Origin-Destination Data

Vehicle Mix

Results

Results Summary for whole modelled period

ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically

D1 2019 AM ONE HOUR 07:45 09:15 15 ü

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

ü ü HV Percentages 2.00

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

A ONE HOUR ü 253 100.000

B ONE HOUR ü 0 100.000

C ONE HOUR ü 222 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 253

B 0 0 0

C 222 0 0

Heavy Vehicle Percentages

To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0

Stream Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand

(PCU/hr)Total Junction Arrivals (PCU)

B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 204 306

A-B 0 0

A-C 232 348


4

Main Results for each time segment

07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

StreamTotal Demand

(PCU/hr)Junction

Arrivals (PCU)Capacity (PCU/hr)

RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 626 0.000 0 0.0 0.0 0.000 A

B-A 0 0 454 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1229 0.000 0 0.0 0.0 0.000 A

C-A 167 42 167

A-B 0 0 0

A-C 190 48 190

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 617 0.000 0 0.0 0.0 0.000 A

B-A 0 0 440 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1210 0.000 0 0.0 0.0 0.000 A

C-A 200 50 200

A-B 0 0 0

A-C 227 57 227

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 603 0.000 0 0.0 0.0 0.000 A

B-A 0 0 421 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1184 0.000 0 0.0 0.0 0.000 A

C-A 244 61 244

A-B 0 0 0

A-C 279 70 279

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 603 0.000 0 0.0 0.0 0.000 A

B-A 0 0 421 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1184 0.000 0 0.0 0.0 0.000 A

C-A 244 61 244

A-B 0 0 0

A-C 279 70 279

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 617 0.000 0 0.0 0.0 0.000 A

B-A 0 0 440 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1210 0.000 0 0.0 0.0 0.000 A

C-A 200 50 200

A-B 0 0 0

A-C 227 57 227


5

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 626 0.000 0 0.0 0.0 0.000 A

B-A 0 0 454 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1229 0.000 0 0.0 0.0 0.000 A

C-A 167 42 167

A-B 0 0 0

A-C 190 48 190


6

2019, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


D2 2019 PM ONE HOUR 16:45 18:15 15 ü




A ONE HOUR ü 155 100.000


C ONE HOUR ü 146 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 155

B 0 0 0

C 146 0 0


To

From

A B C

A 0 0 0

B 0 0 0

C 1 0 0


7

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 134 201

A-B 0 0

A-C 142 213

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 645 0.000 0 0.0 0.0 0.000 A

B-A 0 0 480 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1273 0.000 0 0.0 0.0 0.000 A

C-A 110 27 110

A-B 0 0 0

A-C 117 29 117

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 639 0.000 0 0.0 0.0 0.000 A

B-A 0 0 471 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1261 0.000 0 0.0 0.0 0.000 A

C-A 131 33 131

A-B 0 0 0

A-C 139 35 139

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 631 0.000 0 0.0 0.0 0.000 A

B-A 0 0 459 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1245 0.000 0 0.0 0.0 0.000 A

C-A 161 40 161

A-B 0 0 0

A-C 171 43 171

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 631 0.000 0 0.0 0.0 0.000 A

B-A 0 0 459 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1245 0.000 0 0.0 0.0 0.000 A

C-A 161 40 161

A-B 0 0 0

A-C 171 43 171


8

17:45 - 18:00

18:00 - 18:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 639 0.000 0 0.0 0.0 0.000 A

B-A 0 0 471 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1261 0.000 0 0.0 0.0 0.000 A

C-A 131 33 131

A-B 0 0 0

A-C 139 35 139

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 645 0.000 0 0.0 0.0 0.000 A

B-A 0 0 480 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1273 0.000 0 0.0 0.0 0.000 A

C-A 110 27 110

A-B 0 0 0

A-C 117 29 117


9

2025 Baseline + Committed, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM



PCUs or Vehs.




Left Normal/unknown

ID Scenario nameTime Period

nameTraffic

profile typeStart time (HH:mm)

Finish time (HH:mm)

Time segment length (min)

Run automatically

Relationship type

Relationship

D11 2025 Baseline + Committed AM ONE HOUR 07:45 09:15 15 ü Simple D5+D9




A ONE HOUR ü 288 100.000


C ONE HOUR ü 252 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 288

B 0 0 0

C 252 0 0


10

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 232 347

A-B 0 0

A-C 264 396

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 619 0.000 0 0.0 0.0 0.000 A

B-A 0 0 444 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1216 0.000 0 0.0 0.0 0.000 A

C-A 190 48 190

A-B 0 0 0

A-C 217 54 217

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 609 0.000 0 0.0 0.0 0.000 A

B-A 0 0 428 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1194 0.000 0 0.0 0.0 0.000 A

C-A 227 57 227

A-B 0 0 0

A-C 259 65 259

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 593 0.000 0 0.0 0.0 0.000 A

B-A 0 0 407 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1165 0.000 0 0.0 0.0 0.000 A

C-A 278 69 278

A-B 0 0 0

A-C 317 79 317


11

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 593 0.000 0 0.0 0.0 0.000 A

B-A 0 0 407 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1165 0.000 0 0.0 0.0 0.000 A

C-A 278 69 278

A-B 0 0 0

A-C 317 79 317

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 609 0.000 0 0.0 0.0 0.000 A

B-A 0 0 428 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1194 0.000 0 0.0 0.0 0.000 A

C-A 227 57 227

A-B 0 0 0

A-C 259 65 259

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 619 0.000 0 0.0 0.0 0.000 A

B-A 0 0 444 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1216 0.000 0 0.0 0.0 0.000 A

C-A 190 48 190

A-B 0 0 0

A-C 217 54 217


12

2025 Baseline + Committed, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D12 2025 Baseline + Committed PM ONE HOUR 16:45 18:15 15 ü Simple D6+D10




A ONE HOUR ü 177 100.000


C ONE HOUR ü 167 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 177

B 0 0 0

C 167 0 0


13

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30


To

From

A B C

A 0 0 0

B 0 0 0

C 1 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 153 229

A-B 0 0

A-C 162 244

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 641 0.000 0 0.0 0.0 0.000 A

B-A 0 0 473 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1264 0.000 0 0.0 0.0 0.000 A

C-A 125 31 125

A-B 0 0 0

A-C 133 33 133

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 634 0.000 0 0.0 0.0 0.000 A

B-A 0 0 464 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1251 0.000 0 0.0 0.0 0.000 A

C-A 150 37 150

A-B 0 0 0

A-C 159 40 159

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 625 0.000 0 0.0 0.0 0.000 A

B-A 0 0 450 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1233 0.000 0 0.0 0.0 0.000 A

C-A 184 46 184

A-B 0 0 0

A-C 195 49 195


14

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 625 0.000 0 0.0 0.0 0.000 A

B-A 0 0 450 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1233 0.000 0 0.0 0.0 0.000 A

C-A 184 46 184

A-B 0 0 0

A-C 195 49 195

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 634 0.000 0 0.0 0.0 0.000 A

B-A 0 0 464 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1251 0.000 0 0.0 0.0 0.000 A

C-A 150 37 150

A-B 0 0 0

A-C 159 40 159

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 641 0.000 0 0.0 0.0 0.000 A

B-A 0 0 473 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1264 0.000 0 0.0 0.0 0.000 A

C-A 125 31 125

A-B 0 0 0

A-C 133 33 133


15

2025 Baseline + Committed + Development, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM



PCUs or Vehs.




Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR07:45 09:15 15 ü Simple D7+D9




A ONE HOUR ü 294 100.000

B ONE HOUR ü 13 100.000

C ONE HOUR ü 252 100.000

Demand (PCU/hr)

To

From

A B C

A 0 6 288

B 13 0 0

C 252 0 0


16

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.04 9.12 0.0 A 12 18

C-AB 0.00 0.00 0.0 A 0 0

C-A 232 347

A-B 6 8

A-C 264 396

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 550 0.000 0 0.0 0.0 0.000 A

B-A 10 2 446 0.022 10 0.0 0.0 8.240 A

C-AB 0 0 1213 0.000 0 0.0 0.0 0.000 A

C-A 190 48 190

A-B 5 1 5

A-C 217 54 217

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 539 0.000 0 0.0 0.0 0.000 A

B-A 12 3 431 0.027 12 0.0 0.0 8.592 A

C-AB 0 0 1191 0.000 0 0.0 0.0 0.000 A

C-A 227 57 227

A-B 5 1 5

A-C 259 65 259

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 525 0.000 0 0.0 0.0 0.000 A

B-A 14 4 409 0.035 14 0.0 0.0 9.125 A

C-AB 0 0 1161 0.000 0 0.0 0.0 0.000 A

C-A 278 69 278

A-B 7 2 7

A-C 317 79 317


17

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 525 0.000 0 0.0 0.0 0.000 A

B-A 14 4 409 0.035 14 0.0 0.0 9.125 A

C-AB 0 0 1161 0.000 0 0.0 0.0 0.000 A

C-A 278 69 278

A-B 7 2 7

A-C 317 79 317

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 539 0.000 0 0.0 0.0 0.000 A

B-A 12 3 431 0.027 12 0.0 0.0 8.593 A

C-AB 0 0 1191 0.000 0 0.0 0.0 0.000 A

C-A 227 57 227

A-B 5 1 5

A-C 259 65 259

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 550 0.000 0 0.0 0.0 0.000 A

B-A 10 2 446 0.022 10 0.0 0.0 8.244 A

C-AB 0 0 1213 0.000 0 0.0 0.0 0.000 A

C-A 190 48 190

A-B 5 1 5

A-C 217 54 217


18

2025 Baseline + Committed + Development, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR16:45 18:15 15 ü Simple D8+D10




A ONE HOUR ü 188 100.000


C ONE HOUR ü 167 100.000

Demand (PCU/hr)

To

From

A B C

A 0 11 177

B 6 0 0

C 167 0 0


19

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30


To

From

A B C

A 0 0 0

B 0 0 0

C 1 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.01 8.08 0.0 A 6 8

C-AB 0.00 0.00 0.0 A 0 0

C-A 153 229

A-B 10 15

A-C 162 244

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 570 0.000 0 0.0 0.0 0.000 A

B-A 5 1 476 0.009 4 0.0 0.0 7.635 A

C-AB 0 0 1260 0.000 0 0.0 0.0 0.000 A

C-A 125 31 125

A-B 8 2 8

A-C 133 33 133

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 564 0.000 0 0.0 0.0 0.000 A

B-A 5 1 466 0.012 5 0.0 0.0 7.817 A

C-AB 0 0 1246 0.000 0 0.0 0.0 0.000 A

C-A 150 37 150

A-B 10 2 10

A-C 159 40 159

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 555 0.000 0 0.0 0.0 0.000 A

B-A 7 2 452 0.015 7 0.0 0.0 8.083 A

C-AB 0 0 1227 0.000 0 0.0 0.0 0.000 A

C-A 184 46 184

A-B 12 3 12

A-C 195 49 195


20

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 555 0.000 0 0.0 0.0 0.000 A

B-A 7 2 452 0.015 7 0.0 0.0 8.083 A

C-AB 0 0 1227 0.000 0 0.0 0.0 0.000 A

C-A 184 46 184

A-B 12 3 12

A-C 195 49 195

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 564 0.000 0 0.0 0.0 0.000 A

B-A 5 1 466 0.012 5 0.0 0.0 7.819 A

C-AB 0 0 1246 0.000 0 0.0 0.0 0.000 A

C-A 150 37 150

A-B 10 2 10

A-C 159 40 159

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 570 0.000 0 0.0 0.0 0.000 A

B-A 5 1 476 0.009 5 0.0 0.0 7.638 A

C-AB 0 0 1260 0.000 0 0.0 0.0 0.000 A

C-A 125 31 125

A-B 8 2 8

A-C 133 33 133


21

Filename: 6100905-MLM-ZZ-XX-CA-TP-1001-R02-Junction 2 School Road.j9 Path: \\MLMIPS.com\Work\MLM\6_\610_\61009_\6100905\CALC\Capacity Models Report generation date: 26/11/19 15:40:01

»2019, AM »2019, PM »2025 Base + Committed, AM »2025 Base + Committed, PM »2025 Base + Committed + Development, AM »2025 Base + Committed + Development, PM


Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.1.4646 []





AM PM


2019

Arm 1 1.3 8.61 0.56 A 1.2 8.64 0.55 A

Arm 2 1.0 6.73 0.49 A 0.8 6.08 0.46 A

Arm 3 0.4 5.86 0.31 A 0.2 5.03 0.19 A

2025 Base + Committed

Arm 1 1.8 10.59 0.64 B 1.7 10.79 0.64 B

Arm 2 1.3 7.87 0.56 A 1.1 6.93 0.52 A

Arm 3 0.6 6.54 0.36 A 0.3 5.42 0.23 A

2025 Base + Committed + Development

Arm 1 2.5 13.13 0.71 B 2.0 11.98 0.67 B

Arm 2 1.4 8.41 0.59 A 1.3 7.73 0.57 A

Arm 3 0.6 6.72 0.37 A 0.3 5.65 0.23 A




1



File summary

Units

Analysis Options

Demand Set Summary


File Description

Title (untitled)

Location

Site number

Date 15/11/19

Version

Status (new file)

Identifier

Client

Jobnumber


Description



Mini-roundabout model

Vehicle length (m)




RFC Threshold



JUNCTIONS 9 5.75 0.85 36.00 20.00


Period name


Start time (HH:mm)

Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D1 2019 AMONE

HOUR07:45 09:15 15 ü

D2 2019 PMONE

HOUR16:45 18:15 15 ü


HOUR07:45 09:15 15


HOUR16:45 18:15 15


HOUR07:45 09:15 15 Simple D1*1.1371


HOUR16:45 18:15 15 Simple D2*1.1417

D7 2025 Baseline + Development AMONE

HOUR07:45 09:15 15 Simple D3+D5

D8 2025 Baseline + Development PMONE

HOUR16:45 18:15 15 Simple D4+D6

D9 Committed Development AMONE

HOUR07:45 09:15 15

D10 Committed Development PMONE

HOUR16:45 18:15 15

D11 2025 Base + Committed AMONE

HOUR07:45 09:15 15 ü Simple D5+D9

D12 2025 Base + Committed PMONE

HOUR16:45 18:15 15 ü Simple D6+D10

D13 2025 Base + Committed + Development AMONE

HOUR07:45 09:15 15 ü Simple D7+D9

D14 2025 Base + Committed + Development PMONE

HOUR16:45 18:15 15 ü Simple D8+D10


A1 ü 100.000 100.000


2

2019, AM


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry


Roundabout Slope and Intercept used in model

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

Traffic Demand

Demand Set Details


WarningDemand Set

Relationship

D7 - 2025 Baseline +

Development, AMDemand Set relationships are chained. This may slow down the file.

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

1 Hall Lane/School Road Mini-roundabout 1,2,3 7.31 A

Driving side Lighting Road surface In London

Left Normal/unknown Normal/unknown

Arm Name Description

1 Hall Lane

2 School Road S

3 School Road N

ArmApproach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

1 3.61 3.61 4.24 2.0 9.75 7.67 0.0 ü

2 2.92 2.92 4.68 9.5 10.23 8.08 0.0

3 2.54 2.54 4.87 10.5 7.99 4.61 0.0 ü

Arm Final slope Final intercept (PCU/hr)

1 0.515 1007

2 0.630 1121

3 0.513 1078


D1 2019 AM ONE HOUR 07:45 09:15 15 ü




3



Vehicle Mix

Results



07:45 - 08:00

08:00 - 08:15


1 ONE HOUR ü 496 100.000

2 ONE HOUR ü 476 100.000

3 ONE HOUR ü 252 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 420 76

2 330 0 146

3 189 63 0


To

From

1 2 3

1 0 2 0

2 2 0 1

3 0 0 0

Arm Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand


1 0.56 8.61 1.3 A 455 683

2 0.49 6.73 1.0 A 437 655

3 0.31 5.86 0.4 A 231 347

ArmTotal

Demand (PCU/hr)

Junction Arrivals (PCU)

Circulating flow (PCU/hr)

Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Throughput (exit side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 373 93 47 982 0.380 371 389 0.0 0.6 5.962 A

2 358 90 57 1085 0.330 356 361 0.0 0.5 5.013 A

3 190 47 247 951 0.199 189 166 0.0 0.2 4.715 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 446 111 57 978 0.456 445 466 0.6 0.8 6.861 A

2 428 107 68 1078 0.397 427 433 0.5 0.7 5.623 A

3 227 57 296 926 0.245 226 199 0.2 0.3 5.141 A


4

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 546 137 69 971 0.562 544 570 0.8 1.3 8.542 A

2 524 131 83 1068 0.491 523 530 0.7 1.0 6.700 A

3 277 69 362 892 0.311 277 244 0.3 0.4 5.847 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 546 137 69 971 0.562 546 571 1.3 1.3 8.610 A

2 524 131 84 1068 0.491 524 532 1.0 1.0 6.731 A

3 277 69 363 892 0.311 277 244 0.4 0.4 5.860 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 446 111 57 978 0.456 448 468 1.3 0.9 6.932 A

2 428 107 69 1077 0.397 429 436 1.0 0.7 5.657 A

3 227 57 297 925 0.245 227 200 0.4 0.3 5.159 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 373 93 48 982 0.380 374 391 0.9 0.6 6.030 A

2 358 90 57 1084 0.330 359 364 0.7 0.5 5.051 A

3 190 47 249 950 0.200 190 167 0.3 0.3 4.736 A


5

2019, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


Warning Mini-roundabout Mini-roundabout appears to have unbalanced flows and may behave like a priority junction; treat results with

caution. See User Guide for details.[Arms 1 and 2 have 85% of the total flow for the roundabout for one or

more time segments]

WarningDemand Set

Relationship








D2 2019 PM ONE HOUR 16:45 18:15 15 ü




1 ONE HOUR ü 468 100.000

2 ONE HOUR ü 456 100.000

3 ONE HOUR ü 155 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 439 29

2 339 0 117

3 23 132 0


To

From

1 2 3

1 0 0 0

2 1 0 1

3 0 0 0


6

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 0.55 8.64 1.2 A 429 644

2 0.46 6.08 0.8 A 418 628

3 0.19 5.03 0.2 A 142 213

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 352 88 99 956 0.369 350 271 0.0 0.6 5.919 A

2 343 86 22 1107 0.310 341 427 0.0 0.5 4.740 A

3 117 29 254 948 0.123 116 109 0.0 0.1 4.325 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 421 105 119 946 0.445 420 325 0.6 0.8 6.834 A

2 410 102 26 1104 0.371 409 512 0.5 0.6 5.228 A

3 139 35 304 922 0.151 139 131 0.1 0.2 4.599 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 515 129 145 932 0.553 514 398 0.8 1.2 8.567 A

2 502 126 32 1101 0.456 501 627 0.6 0.8 6.056 A

3 171 43 373 887 0.192 170 160 0.2 0.2 5.023 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 515 129 145 932 0.553 515 399 1.2 1.2 8.635 A

2 502 126 32 1100 0.456 502 629 0.8 0.8 6.075 A

3 171 43 373 887 0.192 171 161 0.2 0.2 5.028 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 421 105 119 946 0.445 422 326 1.2 0.8 6.903 A

2 410 102 26 1104 0.371 411 515 0.8 0.6 5.254 A

3 139 35 305 921 0.151 140 132 0.2 0.2 4.607 A


7

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 352 88 100 956 0.369 353 273 0.8 0.6 5.985 A

2 343 86 22 1107 0.310 344 431 0.6 0.5 4.769 A

3 117 29 256 947 0.123 117 110 0.2 0.1 4.339 A


8

2025 Base + Committed, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship








nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D11 2025 Base + Committed AM ONE HOUR 07:45 09:15 15 ü Simple D5+D9




1 ONE HOUR ü 564 100.000

2 ONE HOUR ü 541 100.000

3 ONE HOUR ü 287 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 478 86

2 375 0 166

3 215 72 0


To

From

1 2 3

1 0 2 0

2 2 0 1

3 0 0 0


9

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00



1 0.64 10.59 1.8 B 518 776

2 0.56 7.87 1.3 A 497 745

3 0.36 6.54 0.6 A 263 394

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 425 106 54 979 0.434 422 442 0.0 0.8 6.530 A

2 407 102 65 1080 0.377 405 411 0.0 0.6 5.405 A

3 216 54 281 934 0.231 215 189 0.0 0.3 4.995 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 507 127 64 974 0.521 506 530 0.8 1.1 7.801 A

2 487 122 77 1072 0.454 486 493 0.6 0.8 6.227 A

3 258 64 337 905 0.285 257 226 0.3 0.4 5.550 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 621 155 79 966 0.643 618 648 1.1 1.8 10.434 B

2 596 149 95 1061 0.562 594 602 0.8 1.3 7.813 A

3 315 79 412 867 0.364 315 277 0.4 0.6 6.514 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 621 155 79 966 0.643 621 650 1.8 1.8 10.592 B

2 596 149 95 1061 0.562 596 605 1.3 1.3 7.874 A

3 315 79 413 866 0.364 315 278 0.6 0.6 6.537 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 507 127 65 974 0.521 510 532 1.8 1.1 7.939 A

2 487 122 78 1071 0.454 488 496 1.3 0.9 6.296 A

3 258 64 339 904 0.285 258 228 0.6 0.4 5.579 A


10

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 425 106 54 979 0.434 426 445 1.1 0.8 6.637 A

2 407 102 65 1079 0.378 408 415 0.9 0.6 5.462 A

3 216 54 283 933 0.231 216 191 0.4 0.3 5.025 A


11

2025 Base + Committed, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




more time segments]

WarningDemand Set

Relationship








nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D12 2025 Base + Committed PM ONE HOUR 16:45 18:15 15 ü Simple D6+D10




1 ONE HOUR ü 534 100.000

2 ONE HOUR ü 521 100.000

3 ONE HOUR ü 177 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 501 33

2 387 0 134

3 26 151 0


12

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45


To

From

1 2 3

1 0 0 0

2 1 0 1

3 0 0 0



1 0.64 10.79 1.7 B 490 735

2 0.52 6.93 1.1 A 478 717

3 0.23 5.42 0.3 A 162 244

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 402 101 113 949 0.424 399 309 0.0 0.7 6.520 A

2 392 98 25 1105 0.355 390 487 0.0 0.6 5.069 A

3 133 33 290 929 0.143 133 125 0.0 0.2 4.513 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 480 120 135 937 0.513 479 371 0.7 1.0 7.839 A

2 468 117 30 1102 0.425 467 585 0.6 0.7 5.722 A

3 159 40 347 900 0.177 159 150 0.2 0.2 4.857 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 588 147 166 922 0.638 586 454 1.0 1.7 10.628 B

2 573 143 36 1098 0.522 572 715 0.7 1.1 6.896 A

3 195 49 425 860 0.227 195 183 0.2 0.3 5.407 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 588 147 166 921 0.638 588 455 1.7 1.7 10.794 B

2 573 143 36 1098 0.522 573 718 1.1 1.1 6.932 A

3 195 49 426 859 0.227 195 184 0.3 0.3 5.416 A


13

17:45 - 18:00

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 480 120 136 937 0.513 483 373 1.7 1.1 7.978 A

2 468 117 30 1102 0.425 469 589 1.1 0.8 5.762 A

3 159 40 349 899 0.177 159 150 0.3 0.2 4.870 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 402 101 114 948 0.424 404 312 1.1 0.7 6.623 A

2 392 98 25 1105 0.355 393 492 0.8 0.6 5.111 A

3 133 33 292 928 0.144 133 126 0.2 0.2 4.531 A


14

2025 Base + Committed + Development, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship




1 Hall Lane/School Road Mini-roundabout 1,2,3 10.08 B




Period name


Start time (HH:mm)

Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D13 2025 Base + Committed + Development AMONE

HOUR07:45 09:15 15 ü Simple D7+D9




1 ONE HOUR ü 625 100.000

2 ONE HOUR ü 568 100.000

3 ONE HOUR ü 287 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 539 86

2 402 0 166

3 215 72 0


To

From

1 2 3

1 0 2 0

2 2 0 1

3 0 0 0


15

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00



1 0.71 13.13 2.5 B 574 860

2 0.59 8.41 1.4 A 521 782

3 0.37 6.72 0.6 A 263 394

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 471 118 54 979 0.481 467 462 0.0 0.9 7.097 A

2 428 107 65 1080 0.396 425 456 0.0 0.7 5.570 A

3 216 54 301 924 0.234 215 189 0.0 0.3 5.068 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 562 140 64 974 0.577 560 554 0.9 1.4 8.817 A

2 511 128 77 1072 0.477 510 547 0.7 0.9 6.503 A

3 258 64 361 893 0.289 257 226 0.3 0.4 5.659 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 688 172 79 966 0.712 684 677 1.4 2.4 12.779 B

2 626 156 95 1061 0.590 624 668 0.9 1.4 8.331 A

3 315 79 441 852 0.370 315 277 0.4 0.6 6.698 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 688 172 79 966 0.712 688 679 2.4 2.5 13.131 B

2 626 156 95 1061 0.590 626 672 1.4 1.4 8.413 A

3 315 79 443 851 0.371 315 278 0.6 0.6 6.723 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 562 140 65 974 0.577 566 557 2.5 1.4 9.074 A

2 511 128 78 1071 0.477 513 552 1.4 0.9 6.580 A

3 258 64 363 892 0.289 258 228 0.6 0.4 5.688 A


16

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 471 118 54 979 0.481 472 466 1.4 1.0 7.257 A

2 428 107 65 1079 0.396 429 461 0.9 0.7 5.636 A

3 216 54 304 922 0.234 216 191 0.4 0.3 5.100 A


17

2025 Base + Committed + Development, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




more time segments]

WarningDemand Set

Relationship








Period name


Start time (HH:mm)

Finish time (HH:mm)


Run automatically

Relationship type

Relationship

D14 2025 Base + Committed + Development PMONE

HOUR16:45 18:15 15 ü Simple D8+D10




1 ONE HOUR ü 564 100.000

2 ONE HOUR ü 570 100.000

3 ONE HOUR ü 177 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 531 33

2 436 0 134

3 26 151 0


18

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45


To

From

1 2 3

1 0 0 0

2 1 0 1

3 0 0 0



1 0.67 11.98 2.0 B 518 777

2 0.57 7.73 1.3 A 523 784

3 0.23 5.65 0.3 A 162 244

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 425 106 113 949 0.448 422 346 0.0 0.8 6.791 A

2 429 107 25 1105 0.388 426 510 0.0 0.6 5.339 A

3 133 33 326 911 0.146 133 125 0.0 0.2 4.623 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 507 127 135 937 0.541 506 415 0.8 1.2 8.319 A

2 512 128 30 1102 0.465 511 612 0.6 0.9 6.144 A

3 159 40 391 877 0.181 159 150 0.2 0.2 5.009 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 621 155 166 922 0.674 618 508 1.2 2.0 11.729 B

2 627 157 36 1098 0.571 625 747 0.9 1.3 7.667 A

3 195 49 479 832 0.234 195 183 0.2 0.3 5.641 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 621 155 166 921 0.674 621 509 2.0 2.0 11.976 B

2 627 157 36 1098 0.571 627 751 1.3 1.3 7.725 A

3 195 49 480 832 0.234 195 184 0.3 0.3 5.651 A


19

17:45 - 18:00

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 507 127 136 937 0.541 511 417 2.0 1.2 8.510 A

2 512 128 30 1102 0.465 514 616 1.3 0.9 6.205 A

3 159 40 393 876 0.182 159 150 0.3 0.2 5.025 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 425 106 114 948 0.448 426 349 1.2 0.8 6.919 A

2 429 107 25 1105 0.388 430 515 0.9 0.6 5.393 A

3 133 33 329 909 0.147 133 126 0.2 0.2 4.642 A


20

Full Input Data And Results Full Input Data And Results User and Project Details Project:

Title:

Location:

Additional detail:

File name: 6100905-MLM-ZZ-XX-CA-TP-1006-R02-Junction 3 School Road_Drayton High Road.lsg3x

Author:

Company:

Address: Network Layout Diagram

School Road/ Drayton High Road

Arm 1 - Drayton High Road

12

1/11/2

Arm 2 - Fakenham Road

12/1

Arm

3 -

Sch

ool R

oad

13/

1

Arm 4 - Drayton High Road Ex

14/1

Arm 5 - Fakenham Road Ex

1 5/1

Arm

6 - School R

oad Ex

16/1

P1

P2

AB

C

Full Input Data And Results Phase Diagram

A

B

C

D

E

Phase Input Data Phase Name Phase Type Assoc. Phase Street Min Cont Min

A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Pedestrian 5 5

E Pedestrian 7 7

Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D E

A - - 5 - 5

B - - 5 - 6

C 5 5 - 5 -

D - - 6 - -

E 12 12 - - -

Phases in Stage Stage No. Phases in Stage

1 A B D

2 C E

Full Input Data And Results Stage Diagram

A

B

C

D

E

1 Min >= 7

A

B

C

D

E

2 Min >= 7

Phase Delays Term. Stage Start Stage Phase Type Value Cont value

There are no Phase Delays defined

Prohibited Stage Change

To Stage

From Stage

1 2

1 6

2 12

Full Input Data And Results Give-Way Lane Input Data Junction: School Road/ Drayton High Road

There are no Opposed Lanes in this Junction

Full Input Data And Results Lane Input Data Junction: School Road/ Drayton High Road

Lane Lane Type Phases Start

Disp. End

Disp. Physical Length (PCU)

Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient Nearside

Lane Turns Turning Radius

(m)

1/1 (Drayton High

Road) U A 2 3 60.0 Geom - 3.06 0.00 Y Arm 5

Ahead Inf

1/2 (Drayton High

Road) U A 2 3 6.6 Geom - 3.06 0.00 N Arm 6

Right Inf

2/1 (Fakenham

Road) U B 2 3 60.0 Geom - 3.75 0.00 Y Arm 4

Ahead Inf

3/1 (School Road) U C 2 3 60.0 Geom - 4.95 0.00 Y Arm 5

Right 12.93

4/1 (Drayton High

Road Ex) U 2 3 60.0 Inf - - - - - -

5/1 (Fakenham Road Ex)

U 2 3 60.0 Inf - - - - - -

6/1 (School Road

Ex) U 2 3 60.0 Inf - - - - - -

Traffic Flow Groups

Flow Group Start Time End Time Duration Formula

1: 'Observed 2019 AM' 08:00 09:00 01:00

2: 'Observed 2019 PM' 16:30 17:30 01:00

9: 'Baseline 2025 +Committed AM' 08:00 09:00 01:00 F3+F5

10: 'Baseline 2025 + Committed PM' 16:30 17:30 01:00 F4+F6

11: 'Baseline 2025 + Committed + Development AM' 08:00 09:00 01:00 F3+F5+F7

12: 'Baseline 2025 + Committed + Development PM' 16:30 17:30 01:00 F4+F6+F8

Scenario 1: 'Scenario 1' (FG1: 'Observed 2019 AM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 390 116 506

B 620 0 0 620

C 0 412 0 412

Tot. 620 802 116 1538

Full Input Data And Results Traffic Lane Flows

Lane Scenario 1: Scenario 1

Junction: School Road/ Drayton High Road

1/1 (with short)

506(In) 390(Out)

1/2 (short) 116

2/1 620

3/1 412

4/1 620

5/1 802

6/1 116

Lane Saturation Flows Junction: School Road/ Drayton High Road

Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning

Prop. Sat Flow (PCU/Hr)

Flared Sat Flow (PCU/Hr)

1/1 (Drayton High Road) 3.06 0.00 Y Arm 5 Ahead Inf 100.0 % 1921 1921

1/2 (Drayton High Road) 3.06 0.00 N Arm 6 Right Inf 100.0 % 2061 2061

2/1 (Fakenham Road) 3.75 0.00 Y Arm 4 Ahead Inf 100.0 % 1990 1990

3/1 (School Road) 4.95 0.00 Y Arm 5 Right 12.93 100.0 % 1891 1891

4/1 (Drayton High Road Ex Lane 1) Infinite Saturation Flow Inf Inf

5/1 (Fakenham Road Ex Lane 1) Infinite Saturation Flow Inf Inf

6/1 (School Road Ex Lane 1) Infinite Saturation Flow Inf Inf

Scenario 2: 'Scenario 2' (FG2: 'Observed 2019 PM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 527 156 683

B 353 0 0 353

C 0 549 0 549

Tot. 353 1076 156 1585




1/1 (with short)

683(In) 527(Out)

1/2 (short) 156

2/1 353

3/1 549

4/1 353

5/1 1076

6/1 156


Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning










Scenario 3: 'Scenario 3' (FG9: 'Baseline 2025 +Committed AM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 449 134 583

B 707 0 0 707

C 0 468 0 468

Tot. 707 917 134 1758




1/1 (with short)

583(In) 449(Out)

1/2 (short) 134

2/1 707

3/1 468

4/1 707

5/1 917

6/1 134


Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning










Scenario 4: 'Scenario 4' (FG10: 'Baseline 2025 + Committed PM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 606 179 785

B 408 0 0 408

C 0 627 0 627

Tot. 408 1233 179 1820




1/1 (with short)

785(In) 606(Out)

1/2 (short) 179

2/1 408

3/1 627

4/1 408

5/1 1233

6/1 179


Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning










Scenario 5: 'Scenario 5' (FG11: 'Baseline 2025 + Committed + Development AM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 449 150 599

B 707 0 0 707

C 0 494 0 494

Tot. 707 943 150 1800




1/1 (with short)

599(In) 449(Out)

1/2 (short) 150

2/1 707

3/1 494

4/1 707

5/1 943

6/1 150


Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning










Scenario 6: 'Scenario 6' (FG12: 'Baseline 2025 + Committed + Development PM', Plan 1: 'Network Control Plan 1') Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C Tot.

A 0 606 208 814

B 408 0 0 408

C 0 639 0 639

Tot. 408 1245 208 1861




1/1 (with short)

814(In) 606(Out)

1/2 (short) 208

2/1 408

3/1 639

4/1 408

5/1 1245

6/1 208


Lane Lane Width


Lane Allowed Turns

Turning Radius

(m) Turning










Scenario 1: 'Scenario 1' (FG1: 'Observed 2019 AM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 60s

C

E

2 Min: 7

6 42s Stage Timings

Stage 1 2

Duration 60 42

Change Point 0 72

Full Input Data And Results Signal Timings Diagram

0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 600

2 6 : 4272

E ED DC CB BA A

Full Input Data And Results Network Layout Diagram

Full Input Data And Results

School Road/ Drayton High RoadPRC: 46.8 %Total Traffic Delay: 11.7 pcuHrAve. Route Delay Per Ped: 0.0 s/Ped


12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C

Full Input Data And Results Network Results

Item Lane Description

Lane Type

Controller Stream

Position In Filtered Route Full Phase Arrow

Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 61.3%


- - N/A - - - - - - - - 61.3%

1/1+1/2 Drayton High Road Ahead

Right U N/A N/A A 1 60 - 506 1921:2061 818+243 47.7 :

47.7%

2/1 Fakenham Road Ahead U N/A N/A B 1 60 - 620 1990 1012 61.3%

3/1 School Road Right U N/A N/A C 1 42 - 412 1891 678 60.8%

4/1 Drayton High Road Ex U N/A N/A - - - - 620 Inf Inf 0.0%

5/1 Fakenham Road Ex U N/A N/A - - - - 802 Inf Inf 0.0%

6/1 School Road Ex U N/A N/A - - - - 116 Inf Inf 0.0%

Ped Link: P1 Drayton High Road - N/A - E 1 42 - 0 - 0 0.0%

Ped Link: P2 School Road - N/A - D 1 67 - 0 - 0 0.0%


Item Arriving (pcu) Leaving (pcu)

Turners In Gaps (pcu)

Turners When Unopposed (pcu)

Turners In Intergreen (pcu)

Uniform Delay (pcuHr)

Rand + Oversat Delay (pcuHr)

Storage Area Uniform Delay (pcuHr)

Total Delay (pcuHr)

Av. Delay Per PCU (s/pcu)

Max. Back of Uniform Queue (pcu)

Rand + Oversat Queue (pcu)

Mean Max Queue (pcu)

Network - - 0 0 0 9.7 2.0 0.0 11.7 - - - -


- - 0 0 0 9.7 2.0 0.0 11.7 - - - -

1/1+1/2 506 506 - - - 2.5 0.5 - 2.9 20.9 8.3 0.5 8.8

2/1 620 620 - - - 3.6 0.8 - 4.4 25.6 14.6 0.8 15.4

3/1 412 412 - - - 3.6 0.8 - 4.4 38.3 11.2 0.8 12.0

4/1 620 620 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 802 802 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 116 116 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -

C1 PRC for Signalled Lanes (%): 46.8 Total Delay for Signalled Lanes (pcuHr): 11.74 Cycle Time (s): 120 PRC Over All Lanes (%): 46.8 Total Delay Over All Lanes(pcuHr): 11.74

Full Input Data And Results Scenario 2: 'Scenario 2' (FG2: 'Observed 2019 PM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 54s

C

E

2 Min: 7

6 48s Stage Timings

Stage 1 2

Duration 54 48

Change Point 0 66

Signal Timings Diagram

0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 540

2 6 : 4866

E ED DC CB BA A




12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C



Lane Type

Controller Stream


Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 71.1%


- - N/A - - - - - - - - 71.1%


Right U N/A N/A A 1 54 - 683 1921:2061 743+220 70.9 :

70.9%
















Total Delay (pcuHr)





Network - - 0 0 0 11.2 2.7 0.0 13.9 - - - -


- - 0 0 0 11.2 2.7 0.0 13.9 - - - -

1/1+1/2 683 683 - - - 4.6 1.2 - 5.8 30.6 15.7 1.2 16.9

2/1 353 353 - - - 2.1 0.3 - 2.4 24.6 7.7 0.3 8.1

3/1 549 549 - - - 4.5 1.2 - 5.7 37.6 15.2 1.2 16.5

4/1 353 353 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 1076 1076 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 156 156 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 3: 'Scenario 3' (FG9: 'Baseline 2025 +Committed AM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 60s

C

E

2 Min: 7

6 42s Stage Timings

Stage 1 2

Duration 60 42

Change Point 0 72


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 600

2 6 : 4272

E ED DC CB BA A




12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C



Lane Type

Controller Stream


Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 69.9%


- - N/A - - - - - - - - 69.9%


Right U N/A N/A A 1 60 - 583 1921:2061 817+244 54.9 :

54.9%
















Total Delay (pcuHr)





Network - - 0 0 0 11.7 2.9 0.0 14.5 - - - -


- - 0 0 0 11.7 2.9 0.0 14.5 - - - -

1/1+1/2 583 583 - - - 3.0 0.6 - 3.6 22.2 10.7 0.6 11.3

2/1 707 707 - - - 4.4 1.2 - 5.6 28.4 17.9 1.2 19.0

3/1 468 468 - - - 4.3 1.1 - 5.4 41.3 13.3 1.1 14.4

4/1 707 707 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 917 917 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 134 134 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 4: 'Scenario 4' (FG10: 'Baseline 2025 + Committed PM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 54s

C

E

2 Min: 7

6 48s Stage Timings

Stage 1 2

Duration 54 48

Change Point 0 66


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 540

2 6 : 4866

E ED DC CB BA A




12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C



Lane Type

Controller Stream


Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 81.5%


- - N/A - - - - - - - - 81.5%


Right U N/A N/A A 1 54 - 785 1921:2061 744+220 81.5 :

81.5%
















Total Delay (pcuHr)





Network - - 0 0 0 13.7 4.7 0.0 18.4 - - - -


- - 0 0 0 13.7 4.7 0.0 18.4 - - - -

1/1+1/2 785 785 - - - 5.7 2.2 - 7.9 36.1 20.1 2.2 22.2

2/1 408 408 - - - 2.5 0.4 - 2.9 25.7 9.2 0.4 9.6

3/1 627 627 - - - 5.5 2.1 - 7.6 43.5 18.5 2.1 20.6

4/1 408 408 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 1233 1233 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 179 179 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 5: 'Scenario 5' (FG11: 'Baseline 2025 + Committed + Development AM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 59s

C

E

2 Min: 7

6 43s Stage Timings

Stage 1 2

Duration 59 43

Change Point 0 71


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 590

2 6 : 4371

E ED DC CB BA A




12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C



Lane Type

Controller Stream


Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 71.2%


- - N/A - - - - - - - - 71.2%


Right U N/A N/A A 1 59 - 599 1921:2061 790+264 56.9 :

56.9%
















Total Delay (pcuHr)





Network - - 0 0 0 12.2 3.1 0.0 15.3 - - - -


- - 0 0 0 12.2 3.1 0.0 15.3 - - - -

1/1+1/2 599 599 - - - 3.2 0.7 - 3.8 23.1 10.9 0.7 11.6

2/1 707 707 - - - 4.6 1.2 - 5.8 29.5 18.3 1.2 19.5

3/1 494 494 - - - 4.5 1.2 - 5.7 41.5 14.0 1.2 15.2

4/1 707 707 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 943 943 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 150 150 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 6: 'Scenario 6' (FG12: 'Baseline 2025 + Committed + Development PM', Plan 1: 'Network Control Plan 1') Stage Sequence Diagram

A

BD

1 Min: 7

12 54s

C

E

2 Min: 7

6 48s Stage Timings

Stage 1 2

Duration 54 48

Change Point 0 66


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phas

es

1 12 : 540

2 6 : 4866

E ED DC CB BA A




12

AA


1B

Arm

3 -

Sch

ool R

oad

1C


1


1

Arm

6 - School R

oad Ex

1

AB

C



Lane Type

Controller Stream


Phase Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network - - N/A - - - - - - - - 83.6%


- - N/A - - - - - - - - 83.6%


Right U N/A N/A A 1 54 - 814 1921:2061 725+249 83.6 :

83.6%
















Total Delay (pcuHr)





Network - - 0 0 0 14.1 5.2 0.0 19.3 - - - -


- - 0 0 0 14.1 5.2 0.0 19.3 - - - -

1/1+1/2 814 814 - - - 6.0 2.5 - 8.4 37.3 21.0 2.5 23.5

2/1 408 408 - - - 2.5 0.4 - 2.9 25.7 9.2 0.4 9.6

3/1 639 639 - - - 5.6 2.3 - 7.9 44.8 19.0 2.3 21.3

4/1 408 408 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 1245 1245 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 208 208 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

Ped Link: P1 0 0 - - - - - - - - - - -

Ped Link: P2 0 0 - - - - - - - - - - -


Filename: 6100905-MLM-ZZ-XX-CA-TP-1004-R02-Junction 4 Site Access.j9 Path: \\MLMIPS.com\Work\MLM\6_\610_\61009_\6100905\CALC\Capacity Models Report generation date: 26/11/19 16:19:30




Version: 9.0.1.4646 []





AM PM


2019

Stream B-C 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream B-A 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream C-AB 0.0 0.00 0.00 A 0.0 0.00 0.00 A


Stream B-C 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream B-A 0.0 0.00 0.00 A 0.0 0.00 0.00 A

Stream C-AB 0.0 0.00 0.00 A 0.0 0.00 0.00 A


Stream B-C 0.1 8.54 0.08 A 0.0 7.15 0.04 A

Stream B-A 0.3 17.19 0.24 C 0.1 11.72 0.10 B

Stream C-AB 0.0 7.18 0.03 A 0.1 6.82 0.06 A




1



File summary

Units

Analysis Options

Demand Set Summary


File Description

Title (untitled)

Location

Site number

Date 15/11/19

Version

Status (new file)

Identifier

Client

Jobnumber


Description



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship

D1 2019 AMONE

HOUR07:45 09:15 15 ü

D2 2019 PMONE

HOUR16:15 17:45 15 ü


HOUR07:45 09:15 15


HOUR16:15 17:45 15


HOUR07:45 09:15 15 Simple D1*1.1371


HOUR16:15 17:45 15 Simple D2*1.1417

D7 2025 Baseline+Development AMONE

HOUR07:45 09:15 15 Simple D5+D3

D8 2025 Baseline+Development PMONE

HOUR16:15 17:45 15 Simple D4+D6


HOUR07:45 09:15 15


HOUR16:15 17:45 15


HOUR07:45 09:15 15 ü Simple D5+D9


HOUR16:15 17:45 15 ü Simple D6+D10


HOUR07:45 09:15 15 ü Simple D7+D9


HOUR16:15 17:45 15 ü Simple D8+D10


A1 ü 100.000 100.000


2

2019, AM


Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry








geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM



1 Site Access/Hall Lane T-Junction Two-way 0.00 A


Left Normal/unknown


A Hall Lane W Major

B Site Access Minor

C Hall Lane E Major


C 6.21 153.6 ü 1.00

ArmMinor arm

typeWidth at give-


Width at 10m (m)

Width at 15m (m)

Width at 20m (m)


Flare length (PCU)



BOne lane plus

flare10.00 4.54 3.00 3.00 3.00 ü 1.00 16 18


Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 523 0.094 0.238 0.150 0.341

1 B-C 676 0.103 0.259 - -

1 C-B 663 0.255 0.255 - -


3

Traffic Demand

Demand Set Details



Vehicle Mix

Results



D1 2019 AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 496 100.000


C ONE HOUR ü 519 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 496

B 0 0 0

C 519 0 0


To

From

A B C

A 0 0 2

B 0 0 0

C 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 476 714

A-B 0 0

A-C 455 683


4


07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 579 0.000 0 0.0 0.0 0.000 A

B-A 0 0 375 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1136 0.000 0 0.0 0.0 0.000 A

C-A 391 98 391

A-B 0 0 0

A-C 373 93 373

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 560 0.000 0 0.0 0.0 0.000 A

B-A 0 0 346 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1099 0.000 0 0.0 0.0 0.000 A

C-A 467 117 467

A-B 0 0 0

A-C 446 111 446

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 534 0.000 0 0.0 0.0 0.000 A

B-A 0 0 307 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1048 0.000 0 0.0 0.0 0.000 A

C-A 571 143 571

A-B 0 0 0

A-C 546 137 546

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 534 0.000 0 0.0 0.0 0.000 A

B-A 0 0 307 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1048 0.000 0 0.0 0.0 0.000 A

C-A 571 143 571

A-B 0 0 0

A-C 546 137 546

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 560 0.000 0 0.0 0.0 0.000 A

B-A 0 0 346 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1099 0.000 0 0.0 0.0 0.000 A

C-A 467 117 467

A-B 0 0 0

A-C 446 111 446


5

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 579 0.000 0 0.0 0.0 0.000 A

B-A 0 0 375 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1136 0.000 0 0.0 0.0 0.000 A

C-A 391 98 391

A-B 0 0 0

A-C 373 93 373


6

2019, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


D2 2019 PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 362 100.000


C ONE HOUR ü 362 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 362

B 0 0 0

C 362 0 0


To

From

A B C

A 0 1 0

B 0 0 0

C 0 0 0


7

Results



16:15 - 16:30

16:30 - 16:45

16:45 - 17:00

17:00 - 17:15



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 332 498

A-B 0 0

A-C 332 498

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 605 0.000 0 0.0 0.0 0.000 A

B-A 0 0 417 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1187 0.000 0 0.0 0.0 0.000 A

C-A 273 68 273

A-B 0 0 0

A-C 273 68 273

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 591 0.000 0 0.0 0.0 0.000 A

B-A 0 0 396 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1160 0.000 0 0.0 0.0 0.000 A

C-A 325 81 325

A-B 0 0 0

A-C 325 81 325

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 572 0.000 0 0.0 0.0 0.000 A

B-A 0 0 368 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1123 0.000 0 0.0 0.0 0.000 A

C-A 399 100 399

A-B 0 0 0

A-C 399 100 399

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 572 0.000 0 0.0 0.0 0.000 A

B-A 0 0 368 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1123 0.000 0 0.0 0.0 0.000 A

C-A 399 100 399

A-B 0 0 0

A-C 399 100 399


8

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 591 0.000 0 0.0 0.0 0.000 A

B-A 0 0 396 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1160 0.000 0 0.0 0.0 0.000 A

C-A 325 81 325

A-B 0 0 0

A-C 325 81 325

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 605 0.000 0 0.0 0.0 0.000 A

B-A 0 0 417 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1187 0.000 0 0.0 0.0 0.000 A

C-A 273 68 273

A-B 0 0 0

A-C 273 68 273


9



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





A ONE HOUR ü 564 100.000


C ONE HOUR ü 590 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 564

B 0 0 0

C 590 0 0


10

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30


To

From

A B C

A 0 0 2

B 0 0 0

C 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 542 812

A-B 0 0

A-C 518 776

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 565 0.000 0 0.0 0.0 0.000 A

B-A 0 0 355 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1110 0.000 0 0.0 0.0 0.000 A

C-A 444 111 444

A-B 0 0 0

A-C 425 106 425

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 544 0.000 0 0.0 0.0 0.000 A

B-A 0 0 322 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1068 0.000 0 0.0 0.0 0.000 A

C-A 531 133 531

A-B 0 0 0

A-C 507 127 507

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 515 0.000 0 0.0 0.0 0.000 A

B-A 0 0 277 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1010 0.000 0 0.0 0.0 0.000 A

C-A 650 162 650

A-B 0 0 0

A-C 621 155 621


11

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 515 0.000 0 0.0 0.0 0.000 A

B-A 0 0 277 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1010 0.000 0 0.0 0.0 0.000 A

C-A 650 162 650

A-B 0 0 0

A-C 621 155 621

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 544 0.000 0 0.0 0.0 0.000 A

B-A 0 0 322 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1068 0.000 0 0.0 0.0 0.000 A

C-A 531 133 531

A-B 0 0 0

A-C 507 127 507

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 565 0.000 0 0.0 0.0 0.000 A

B-A 0 0 355 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1110 0.000 0 0.0 0.0 0.000 A

C-A 444 111 444

A-B 0 0 0

A-C 425 106 425


12



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM



PCUs or Vehs.




Left Normal/unknown


nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





A ONE HOUR ü 413 100.000


C ONE HOUR ü 414 100.000

Demand (PCU/hr)

To

From

A B C

A 0 0 413

B 0 0 0

C 414 0 0


13

Results



16:15 - 16:30

16:30 - 16:45

16:45 - 17:00


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 0.00 0.0 A 0 0

C-A 380 570

A-B 0 0

A-C 379 569

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 595 0.000 0 0.0 0.0 0.000 A

B-A 0 0 402 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1167 0.000 0 0.0 0.0 0.000 A

C-A 312 78 312

A-B 0 0 0

A-C 311 78 311

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 579 0.000 0 0.0 0.0 0.000 A

B-A 0 0 378 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1137 0.000 0 0.0 0.0 0.000 A

C-A 372 93 372

A-B 0 0 0

A-C 372 93 372

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 558 0.000 0 0.0 0.0 0.000 A

B-A 0 0 346 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1094 0.000 0 0.0 0.0 0.000 A

C-A 456 114 456

A-B 0 0 0

A-C 455 114 455


14

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 558 0.000 0 0.0 0.0 0.000 A

B-A 0 0 346 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1094 0.000 0 0.0 0.0 0.000 A

C-A 456 114 456

A-B 0 0 0

A-C 455 114 455

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 579 0.000 0 0.0 0.0 0.000 A

B-A 0 0 378 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1137 0.000 0 0.0 0.0 0.000 A

C-A 372 93 372

A-B 0 0 0

A-C 372 93 372

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 595 0.000 0 0.0 0.0 0.000 A

B-A 0 0 402 0.000 0 0.0 0.0 0.000 A

C-AB 0 0 1167 0.000 0 0.0 0.0 0.000 A

C-A 312 78 312

A-B 0 0 0

A-C 311 78 311


15



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR07:45 09:15 15 ü Simple D7+D9




A ONE HOUR ü 591 100.000

B ONE HOUR ü 95 100.000

C ONE HOUR ü 605 100.000

Demand (PCU/hr)

To

From

A B C

A 0 27 564

B 61 0 34

C 590 15 0


16

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30


To

From

A B C

A 0 0 2

B 0 0 0

C 0 0 0



B-C 0.08 8.54 0.1 A 31 47

B-A 0.24 17.19 0.3 C 56 84

C-AB 0.03 7.18 0.0 A 14 21

C-A 541 812

A-B 25 37

A-C 518 776

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 26 6 528 0.048 25 0.0 0.1 7.159 A

B-A 46 11 360 0.128 45 0.0 0.1 11.437 B

C-AB 11 3 559 0.021 11 0.0 0.0 6.576 A

C-A 444 111 444

A-B 20 5 20

A-C 425 106 425

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 31 8 500 0.061 31 0.1 0.1 7.659 A

B-A 55 14 325 0.169 55 0.1 0.2 13.314 B

C-AB 14 3 541 0.026 14 0.0 0.0 6.825 A

C-A 530 133 530

A-B 24 6 24

A-C 507 127 507

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 37 9 459 0.081 37 0.1 0.1 8.528 A

B-A 67 17 277 0.243 67 0.2 0.3 17.120 C

C-AB 17 4 519 0.033 17 0.0 0.0 7.175 A

C-A 649 162 649

A-B 30 7 30

A-C 621 155 621


17

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 37 9 459 0.082 37 0.1 0.1 8.540 A

B-A 67 17 277 0.243 67 0.3 0.3 17.187 C

C-AB 17 4 519 0.033 17 0.0 0.0 7.175 A

C-A 649 162 649

A-B 30 7 30

A-C 621 155 621

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 31 8 500 0.061 31 0.1 0.1 7.674 A

B-A 55 14 325 0.169 55 0.3 0.2 13.374 B

C-AB 14 3 541 0.026 14 0.0 0.0 6.826 A

C-A 530 133 530

A-B 24 6 24

A-C 507 127 507

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 26 6 527 0.049 26 0.1 0.1 7.176 A

B-A 46 11 360 0.128 46 0.2 0.1 11.491 B

C-AB 11 3 559 0.021 12 0.0 0.0 6.577 A

C-A 444 111 444

A-B 20 5 20

A-C 425 106 425


18



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



geometry


not allowed.

WarningDemand Set

Relationship

D7 - 2025


AM





Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR16:15 17:45 15 ü Simple D8+D10




A ONE HOUR ü 462 100.000

B ONE HOUR ü 47 100.000

C ONE HOUR ü 441 100.000

Demand (PCU/hr)

To

From

A B C

A 0 49 413

B 30 0 17

C 414 27 0


19

Results



16:15 - 16:30

16:30 - 16:45

16:45 - 17:00


To

From

A B C

A 0 1 0

B 0 0 0

C 0 0 0



B-C 0.04 7.15 0.0 A 16 23

B-A 0.10 11.72 0.1 B 28 41

C-AB 0.06 6.82 0.1 A 26 38

C-A 379 569

A-B 45 67

A-C 379 569

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 13 3 566 0.023 13 0.0 0.0 6.512 A

B-A 23 6 403 0.056 22 0.0 0.1 9.454 A

C-AB 21 5 585 0.035 21 0.0 0.0 6.372 A

C-A 312 78 312

A-B 37 9 37

A-C 311 78 311

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 15 4 547 0.028 15 0.0 0.0 6.764 A

B-A 27 7 377 0.072 27 0.1 0.1 10.290 B

C-AB 25 6 573 0.044 25 0.0 0.0 6.564 A

C-A 372 93 372

A-B 44 11 44

A-C 372 93 372

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 19 5 522 0.036 19 0.0 0.0 7.150 A

B-A 33 8 340 0.097 33 0.1 0.1 11.703 B

C-AB 31 8 559 0.056 31 0.0 0.1 6.822 A

C-A 455 114 455

A-B 54 13 54

A-C 455 114 455


20

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 19 5 522 0.036 19 0.0 0.0 7.152 A

B-A 33 8 340 0.097 33 0.1 0.1 11.715 B

C-AB 31 8 559 0.056 31 0.1 0.1 6.825 A

C-A 455 114 455

A-B 54 13 54

A-C 455 114 455

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 15 4 547 0.028 15 0.0 0.0 6.769 A

B-A 27 7 377 0.072 27 0.1 0.1 10.301 B

C-AB 25 6 573 0.044 25 0.1 0.0 6.568 A

C-A 372 93 372

A-B 44 11 44

A-C 372 93 372

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 13 3 565 0.023 13 0.0 0.0 6.518 A

B-A 23 6 403 0.056 23 0.1 0.1 9.470 A

C-AB 21 5 585 0.035 21 0.0 0.0 6.375 A

C-A 312 78 312

A-B 37 9 37

A-C 311 78 311


21

Filename: 6100905-MLM-ZZ-XX-CA-TP-1002-R02-Junction 5 Drayton Lane.j9 Path: \\MLMIPS.com\Work\MLM\6_\610_\61009_\6100905\CALC\Capacity Models Report generation date: 26/11/19 16:33:09



Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.1.4646 []





AM PM


2019

Arm 1 0.3 7.35 0.20 A 0.5 8.10 0.34 A

Arm 2 0.9 7.16 0.49 A 0.8 6.47 0.43 A

Arm 3 1.7 14.11 0.64 B 1.0 9.40 0.49 A


Arm 1 0.3 8.11 0.24 A 0.6 9.19 0.40 A

Arm 2 1.2 8.01 0.54 A 0.9 7.10 0.48 A

Arm 3 2.5 18.45 0.72 C 1.2 10.74 0.55 B


Arm 1 0.4 8.46 0.26 A 0.7 9.85 0.43 A

Arm 2 1.4 8.72 0.58 A 1.0 7.36 0.50 A

Arm 3 2.9 21.37 0.75 C 1.3 11.32 0.57 B




1



File summary

Units

Analysis Options

Demand Set Summary


File Description

Title (untitled)

Location

Site number

Date 15/11/19

Version

Status (new file)

Identifier

Client

Jobnumber


Description



Mini-roundabout model

Vehicle length (m)




RFC Threshold



JUNCTIONS 9 5.75 0.85 36.00 20.00


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship

D1 2019 AMONE

HOUR07:45 09:15 15 ü

D2 2019 PMONE

HOUR16:45 18:15 15 ü


HOUR07:45 09:15 15


HOUR16:45 18:15 15


HOUR07:45 09:15 15 Simple D1*1.1371


HOUR16:45 18:15 15 Simple D2*1.1417


HOUR07:45 09:15 15 Simple D3+D5


HOUR16:45 18:15 15 Simple D4+D6


HOUR07:45 09:15 15


HOUR16:45 18:15 15


HOUR07:45 09:15 15 ü Simple D5+D9


HOUR16:45 18:15 15 ü Simple D6+D10


HOUR07:45 09:15 15 ü Simple D7+D9


HOUR16:45 18:15 15 ü Simple D8+D10


A1 ü 100.000 100.000


2

2019, AM


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry


Roundabout Slope and Intercept used in model

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

Traffic Demand

Demand Set Details




more time segments]

WarningDemand Set

Relationship




1 Hall Lane/Drayton Mini-roundabout 1,2,3 10.15 B



Arm Name Description

1 Hall Lane E

2 School Road W

3 Drayton Lane

ArmApproach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

1 2.59 2.59 3.00 20.7 16.43 16.43 0.0

2 2.54 2.54 5.09 3.4 13.17 11.49 0.0

3 2.58 2.58 7.20 2.4 8.77 5.09 0.0

Arm Final slope Final intercept (PCU/hr)

1 0.640 907

2 0.605 990

3 0.599 795


D1 2019 AM ONE HOUR 07:45 09:15 15 ü




3



Vehicle Mix

Results



07:45 - 08:00

08:00 - 08:15


1 ONE HOUR ü 114 100.000

2 ONE HOUR ü 436 100.000

3 ONE HOUR ü 409 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 113 1

2 137 0 299

3 2 407 0


To

From

1 2 3

1 0 1 0

2 2 0 1

3 0 0 0



1 0.20 7.35 0.3 A 105 157

2 0.49 7.16 0.9 A 400 600

3 0.64 14.11 1.7 B 375 563

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 86 21 304 712 0.120 85 104 0.0 0.1 5.793 A

2 328 82 0.75 990 0.332 326 388 0.0 0.5 5.481 A

3 308 77 103 734 0.420 305 224 0.0 0.7 8.343 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 102 26 365 673 0.152 102 125 0.1 0.2 6.367 A

2 392 98 0.90 990 0.396 391 466 0.5 0.7 6.090 A

3 368 92 123 722 0.510 366 269 0.7 1.0 10.105 B


4

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 126 31 445 622 0.202 125 153 0.2 0.3 7.320 A

2 480 120 1 989 0.485 479 570 0.7 0.9 7.128 A

3 450 113 150 705 0.639 448 330 1.0 1.7 13.830 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 126 31 448 620 0.202 126 153 0.3 0.3 7.353 A

2 480 120 1 989 0.485 480 572 0.9 0.9 7.159 A

3 450 113 151 705 0.639 450 330 1.7 1.7 14.112 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 102 26 369 671 0.153 103 125 0.3 0.2 6.406 A

2 392 98 0.90 990 0.396 393 470 0.9 0.7 6.125 A

3 368 92 124 721 0.510 370 270 1.7 1.1 10.337 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 86 21 308 710 0.121 86 105 0.2 0.1 5.832 A

2 328 82 0.75 990 0.332 329 393 0.7 0.5 5.524 A

3 308 77 103 733 0.420 309 226 1.1 0.7 8.516 A


5

2019, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship




1 Hall Lane/Drayton Mini-roundabout 1,2,3 7.89 A




D2 2019 PM ONE HOUR 16:45 18:15 15 ü




1 ONE HOUR ü 209 100.000

2 ONE HOUR ü 387 100.000

3 ONE HOUR ü 335 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 204 5

2 66 0 321

3 6 329 0


To

From

1 2 3

1 0 0 0

2 0 0 1

3 0 0 0


6

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 0.34 8.10 0.5 A 192 288

2 0.43 6.47 0.8 A 355 533

3 0.49 9.40 1.0 A 307 461

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 157 39 246 749 0.210 156 54 0.0 0.3 6.059 A

2 291 73 4 988 0.295 290 398 0.0 0.4 5.186 A

3 252 63 49 766 0.329 250 244 0.0 0.5 6.958 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 188 47 295 718 0.262 188 65 0.3 0.4 6.785 A

2 348 87 4 987 0.352 347 478 0.4 0.5 5.666 A

3 301 75 59 760 0.396 301 293 0.5 0.6 7.828 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 230 58 361 676 0.341 229 79 0.4 0.5 8.060 A

2 426 107 5 987 0.432 425 585 0.5 0.8 6.455 A

3 369 92 73 752 0.491 368 358 0.6 0.9 9.341 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 230 58 362 675 0.341 230 79 0.5 0.5 8.095 A

2 426 107 6 987 0.432 426 587 0.8 0.8 6.473 A

3 369 92 73 752 0.491 369 359 0.9 1.0 9.400 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 188 47 297 717 0.262 189 65 0.5 0.4 6.824 A

2 348 87 5 987 0.352 349 481 0.8 0.6 5.692 A

3 301 75 59 760 0.396 302 294 1.0 0.7 7.892 A


7

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 157 39 248 748 0.210 158 54 0.4 0.3 6.105 A

2 291 73 4 988 0.295 292 402 0.6 0.4 5.219 A

3 252 63 50 765 0.330 253 246 0.7 0.5 7.035 A


8



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




more time segments]

WarningDemand Set

Relationship








nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





1 ONE HOUR ü 130 100.000

2 ONE HOUR ü 497 100.000

3 ONE HOUR ü 466 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 128 1

2 156 0 341

3 2 464 0


9

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45


To

From

1 2 3

1 0 1 0

2 2 0 1

3 0 0 0



1 0.24 8.11 0.3 A 116 174

2 0.54 8.01 1.2 A 445 668

3 0.72 18.45 2.5 C 418 626

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 95 24 337 691 0.138 95 115 0.0 0.2 6.093 A

2 365 91 0.83 990 0.369 363 431 0.0 0.6 5.798 A

3 343 86 114 727 0.471 339 250 0.0 0.9 9.198 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 114 28 405 647 0.176 114 138 0.2 0.2 6.809 A

2 436 109 1.00 990 0.441 435 518 0.6 0.8 6.570 A

3 409 102 136 714 0.573 407 300 0.9 1.3 11.688 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 139 35 494 590 0.236 139 169 0.2 0.3 8.047 A

2 534 133 1 989 0.540 532 632 0.8 1.2 7.955 A

3 501 125 167 695 0.721 497 367 1.3 2.4 17.716 C

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 139 35 498 588 0.237 139 170 0.3 0.3 8.107 A

2 534 133 1 989 0.540 534 636 1.2 1.2 8.006 A

3 501 125 167 695 0.721 501 368 2.4 2.5 18.446 C


10

08:45 - 09:00

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 114 28 411 643 0.177 114 139 0.3 0.2 6.877 A

2 436 109 1 990 0.441 437 525 1.2 0.8 6.626 A

3 409 102 137 713 0.574 413 301 2.5 1.4 12.188 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 95 24 343 687 0.139 95 116 0.2 0.2 6.145 A

2 365 91 0.84 990 0.369 366 437 0.8 0.6 5.857 A

3 343 86 115 727 0.471 344 252 1.4 0.9 9.468 A


11



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship








nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





1 ONE HOUR ü 239 100.000

2 ONE HOUR ü 443 100.000

3 ONE HOUR ü 383 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 233 6

2 75 0 367

3 7 377 0


To

From

1 2 3

1 0 0 0

2 0 0 1

3 0 0 0


12

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 0.40 9.19 0.6 A 214 320

2 0.48 7.10 0.9 A 396 595

3 0.55 10.74 1.2 B 343 515

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 175 44 274 731 0.240 174 60 0.0 0.3 6.448 A

2 325 81 4 988 0.329 323 444 0.0 0.5 5.449 A

3 282 70 55 762 0.369 279 272 0.0 0.6 7.418 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 209 52 329 696 0.301 209 72 0.3 0.4 7.387 A

2 388 97 5 987 0.393 388 533 0.5 0.6 6.049 A

3 336 84 66 756 0.445 335 327 0.6 0.8 8.547 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 256 64 403 649 0.395 255 88 0.4 0.6 9.132 A

2 476 119 6 986 0.482 474 652 0.6 0.9 7.074 A

3 412 103 81 747 0.551 410 400 0.8 1.2 10.639 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 256 64 404 648 0.396 256 88 0.6 0.6 9.193 A

2 476 119 6 986 0.482 476 655 0.9 0.9 7.105 A

3 412 103 81 747 0.552 412 401 1.2 1.2 10.741 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 209 52 332 694 0.301 210 72 0.6 0.4 7.450 A

2 388 97 5 987 0.393 389 537 0.9 0.7 6.083 A

3 336 84 66 756 0.445 338 328 1.2 0.8 8.651 A


13

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 175 44 277 729 0.240 176 60 0.4 0.3 6.510 A

2 325 81 4 988 0.329 326 449 0.7 0.5 5.490 A

3 282 70 55 762 0.370 282 275 0.8 0.6 7.523 A


14



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




more time segments]

WarningDemand Set

Relationship








Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR07:45 09:15 15 ü Simple D7+D9




1 ONE HOUR ü 140 100.000

2 ONE HOUR ü 531 100.000

3 ONE HOUR ü 477 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 138 1

2 179 0 352

3 2 475 0


15

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45


To

From

1 2 3

1 0 1 0

2 2 0 1

3 0 0 0



1 0.26 8.46 0.4 A 125 188

2 0.58 8.72 1.4 A 476 714

3 0.75 21.37 2.9 C 428 641

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 103 26 345 686 0.150 102 133 0.0 0.2 6.223 A

2 391 98 0.83 990 0.395 388 447 0.0 0.7 6.040 A

3 351 88 131 717 0.489 347 258 0.0 0.9 9.643 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 123 31 415 641 0.191 123 159 0.2 0.2 7.008 A

2 467 117 1.00 990 0.471 466 536 0.7 0.9 6.950 A

3 419 105 157 701 0.597 417 310 0.9 1.4 12.574 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 150 38 505 583 0.258 150 195 0.2 0.3 8.380 A

2 571 143 1 989 0.578 570 654 0.9 1.4 8.650 A

3 513 128 192 680 0.754 508 379 1.4 2.8 20.207 C

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 150 38 510 580 0.259 150 195 0.3 0.4 8.459 A

2 571 143 1 989 0.578 571 659 1.4 1.4 8.724 A

3 513 128 193 680 0.755 513 380 2.8 2.9 21.375 C


16

08:45 - 09:00

09:00 - 09:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 123 31 423 636 0.193 123 160 0.4 0.2 7.094 A

2 467 117 1 990 0.471 468 545 1.4 0.9 7.026 A

3 419 105 158 701 0.598 425 311 2.9 1.5 13.290 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 103 26 351 682 0.151 103 134 0.2 0.2 6.287 A

2 391 98 0.84 990 0.395 392 454 0.9 0.7 6.111 A

3 351 88 132 716 0.490 353 260 1.5 1.0 9.975 A


17



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship








Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR16:45 18:15 15 ü Simple D8+D10




1 ONE HOUR ü 257 100.000

2 ONE HOUR ü 459 100.000

3 ONE HOUR ü 392 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 251 6

2 86 0 372

3 7 386 0


To

From

1 2 3

1 0 0 0

2 0 0 1

3 0 0 0


18

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 0.43 9.85 0.7 A 230 345

2 0.50 7.36 1.0 A 411 617

3 0.57 11.32 1.3 B 351 527

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 189 47 281 727 0.260 187 68 0.0 0.3 6.656 A

2 337 84 4 988 0.341 335 464 0.0 0.5 5.544 A

3 288 72 63 757 0.381 286 276 0.0 0.6 7.600 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 225 56 337 691 0.326 225 82 0.3 0.5 7.721 A

2 403 101 5 987 0.408 402 557 0.5 0.7 6.195 A

3 344 86 76 750 0.459 343 331 0.6 0.8 8.838 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 276 69 413 643 0.430 275 100 0.5 0.7 9.768 A

2 493 123 6 986 0.500 492 682 0.7 1.0 7.323 A

3 422 105 93 740 0.570 420 405 0.8 1.3 11.193 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 276 69 414 641 0.430 276 100 0.7 0.7 9.851 A

2 493 123 6 986 0.500 493 684 1.0 1.0 7.357 A

3 422 105 93 740 0.570 422 406 1.3 1.3 11.319 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 225 56 340 689 0.327 226 82 0.7 0.5 7.802 A

2 403 101 5 987 0.408 404 562 1.0 0.7 6.237 A

3 344 86 76 750 0.459 346 333 1.3 0.9 8.961 A


19

18:00 - 18:15

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 189 47 284 725 0.261 189 69 0.5 0.4 6.733 A

2 337 84 4 988 0.342 338 469 0.7 0.5 5.594 A

3 288 72 64 757 0.381 289 278 0.9 0.6 7.714 A


20

Filename: 6100905-MLM-ZZ-XX-CA-TP-1005-R02-Junction 6 Reepaham Road.j9 Path: \\MLMIPS.com\Work\MLM\6_\610_\61009_\6100905\CALC\Capacity Models Report generation date: 26/11/19 16:30:30




Version: 9.0.1.4646 []





AM PM


2019

Stream B-C 0.0 0.00 0.00 A 0.0 8.32 0.01 A

Stream B-AD 0.8 17.86 0.43 C 0.2 13.66 0.20 B

Stream A-BCD 0.0 10.42 0.01 B 0.0 5.95 0.00 A

Stream D-A 0.0 7.78 0.03 A 0.0 6.27 0.01 A

Stream D-BC 0.0 14.00 0.01 B 0.0 11.92 0.01 B

Stream C-ABD 0.0 0.00 0.00 A 0.0 7.22 0.00 A


Stream B-C 0.0 0.00 0.00 A 0.0 8.95 0.01 A

Stream B-AD 1.1 23.17 0.53 C 0.3 16.14 0.25 C

Stream A-BCD 0.0 10.93 0.01 B 0.0 6.11 0.00 A

Stream D-A 0.0 8.33 0.03 A 0.0 6.45 0.01 A

Stream D-BC 0.0 16.17 0.02 C 0.0 13.31 0.02 B

Stream C-ABD 0.0 0.00 0.00 A 0.0 7.69 0.00 A


Stream B-C 0.0 0.00 0.00 A 0.0 9.19 0.01 A

Stream B-AD 1.5 27.73 0.61 D 0.4 17.23 0.30 C

Stream A-BCD 0.0 11.08 0.01 B 0.0 6.14 0.00 A

Stream D-A 0.0 8.47 0.03 A 0.0 6.49 0.01 A

Stream D-BC 0.0 16.76 0.02 C 0.0 13.62 0.02 B

Stream C-ABD 0.0 0.00 0.00 A 0.0 7.79 0.00 A




1



File summary

Units

Analysis Options

Demand Set Summary


File Description

Title (untitled)

Location

Site number

Date 15/11/19

Version

Status (new file)

Identifier

Client

Jobnumber


Description



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship

D1 2019 AMONE

HOUR07:45 09:15 15 ü

D2 2019 PMONE

HOUR16:15 17:45 15 ü

D3 Development AMONE

HOUR07:45 09:15 15

D4 Development PMONE

HOUR16:15 17:45 15


HOUR07:45 09:15 15 Simple D1*1.1371


HOUR16:15 17:45 15 Simple D2*1.1417


HOUR07:45 09:15 15 Simple D3+D5


HOUR16:15 17:45 15 Simple D4+D6

D9 Committed AMONE

HOUR07:45 09:15 15

D10 Committed PMONE

HOUR16:15 17:45 15


HOUR07:45 09:15 15 ü Simple D5+D9


HOUR16:15 17:45 15 ü Simple D6+D10


HOUR07:45 09:15 15 ü Simple D7+D9


HOUR16:15 17:45 15 ü Simple D10+D8


A1 ü 100.000 100.000


2

2019, AM


Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry




WarningDemand Set

Relationship



Junction NameJunction

TypeMajor road direction

Junction Delay (s)

Junction LOS

1

Reepaham Road/Hall Lane/Holly LaneReepaham Road/Hall Lane/Holly LaneReepaham Road/Hall

Lane/Holly LaneReepaham Road/Hall Lane/Holly LaneReepaham Reepaham Road/Hall

Lane/Holly Lane

Right-Left

StaggerTwo-way 2.41 A


Left Normal/unknown


A Reepaham Road S Major

B Hall Lane Minor

C Reepaham Road N Major

D Holly Lane Minor


A 6.00 250.0 ü 1.00

C 6.16 250.0 ü 1.00

ArmMinor arm

typeWidth at give-


Width at 10m (m)

Width at 15m (m)

Width at 20m (m)


Flare length (PCU)



BOne lane plus

flare10.00 5.44 3.56 3.45 3.29 ü 1.00 29 21

DOne lane plus

flare10.00 5.35 3.00 2.91 2.91 ü 1.00 32 35


Slopefor A-B

Slopefor A-C

Slopefor A-D

Slopefor B-A

Slopefor B-D

Slopefor C-A

Slopefor C-B

Slopefor C-D

Slopefor D-B

Slopefor D-C

1 A-D 719 - - - 0.278 0.278 0.278 - 0.278 - -

1 B-AD 550 0.100 0.252 - - - 0.158 0.359 0.158 0.100 0.252

1 B-C 619 0.094 0.238 - - - - - - 0.094 0.238

1 C-B 719 0.277 0.277 - - - - - - 0.277 0.277

1 D-A 686 - - - 0.266 0.105 0.266 - 0.105 - -

1 D-BC 507 0.147 0.147 0.333 0.233 0.092 0.233 - 0.092 - -


3




Traffic Demand

Demand Set Details



Vehicle Mix


D1 2019 AM ONE HOUR 07:45 09:15 15 ü




A ONE HOUR ü 389 100.000

B ONE HOUR ü 141 100.000

C ONE HOUR ü 571 100.000

D ONE HOUR ü 15 100.000

Demand (PCU/hr)

To

From

A B C D

A 0 106 280 3

B 140 0 0 1

C 568 0 0 3

D 12 0 3 0


To

From

A B C D

A 0 0 2 50

B 2 0 0 0

C 1 0 0 0

D 0 0 0 0


4

Results



07:45 - 08:00

08:00 - 08:15



B-C 0.00 0.00 0.0 A 0 0

B-AD 0.43 17.86 0.8 C 129 194

A-BCD 0.01 10.42 0.0 B 3 4

A-B 97 146

A-C 257 385

D-A 0.03 7.78 0.0 A 11 17

D-BC 0.01 14.00 0.0 B 3 4

C-ABD 0.00 0.00 0.0 A 0 0

C-D 3 4

C-A 521 782

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 526 0.000 0 0.0 0.0 0.000 A

B-AD 106 27 421 0.252 105 0.0 0.3 11.579 B

A-BCD 2 0.57 577 0.004 2 0.0 0.0 9.343 A

A-B 80 20 80

A-C 211 53 211

D-A 9 2 543 0.017 9 0.0 0.0 6.737 A

D-BC 2 0.56 339 0.007 2 0.0 0.0 10.695 B

C-ABD 0 0 1279 0.000 0 0.0 0.0 0.000 A

C-D 2 0.56 2

C-A 428 107 428

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 505 0.000 0 0.0 0.0 0.000 A

B-AD 127 32 395 0.321 126 0.3 0.5 13.613 B

A-BCD 3 0.69 551 0.005 3 0.0 0.0 9.776 A

A-B 95 24 95

A-C 252 63 252

D-A 11 3 515 0.021 11 0.0 0.0 7.137 A

D-BC 3 0.67 306 0.009 3 0.0 0.0 11.871 B

C-ABD 0 0 1247 0.000 0 0.0 0.0 0.000 A

C-D 3 0.67 3

C-A 511 128 511


5

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 476 0.000 0 0.0 0.0 0.000 A

B-AD 155 39 361 0.431 154 0.5 0.7 17.685 C

A-BCD 3 0.85 516 0.007 3 0.0 0.0 10.412 B

A-B 117 29 117

A-C 308 77 308

D-A 13 3 476 0.028 13 0.0 0.0 7.770 A

D-BC 3 0.83 261 0.013 3 0.0 0.0 13.985 B

C-ABD 0 0 1204 0.000 0 0.0 0.0 0.000 A

C-D 3 0.83 3

C-A 625 156 625

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 475 0.000 0 0.0 0.0 0.000 A

B-AD 155 39 361 0.431 155 0.7 0.8 17.862 C

A-BCD 3 0.85 515 0.007 3 0.0 0.0 10.418 B

A-B 117 29 117

A-C 308 77 308

D-A 13 3 476 0.028 13 0.0 0.0 7.775 A

D-BC 3 0.83 260 0.013 3 0.0 0.0 13.998 B

C-ABD 0 0 1204 0.000 0 0.0 0.0 0.000 A

C-D 3 0.83 3

C-A 625 156 625

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 505 0.000 0 0.0 0.0 0.000 A

B-AD 127 32 395 0.321 128 0.8 0.5 13.778 B

A-BCD 3 0.69 548 0.005 3 0.0 0.0 9.786 A

A-B 95 24 95

A-C 252 63 252

D-A 11 3 515 0.021 11 0.0 0.0 7.144 A

D-BC 3 0.67 306 0.009 3 0.0 0.0 11.887 B

C-ABD 0 0 1247 0.000 0 0.0 0.0 0.000 A

C-D 3 0.67 3

C-A 511 128 511

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 525 0.000 0 0.0 0.0 0.000 A

B-AD 106 27 421 0.252 107 0.5 0.4 11.722 B

A-BCD 2 0.57 575 0.004 2 0.0 0.0 9.354 A

A-B 80 20 80

A-C 211 53 211

D-A 9 2 543 0.017 9 0.0 0.0 6.747 A

D-BC 2 0.56 338 0.007 2 0.0 0.0 10.707 B

C-ABD 0 0 1279 0.000 0 0.0 0.0 0.000 A

C-D 2 0.56 2

C-A 428 107 428


6

2019, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship





Junction Delay (s)

Junction LOS

1



Lane/Holly Lane

Right-Left



Left Normal/unknown


D2 2019 PM ONE HOUR 16:15 17:45 15 ü




A ONE HOUR ü 718 100.000

B ONE HOUR ü 62 100.000

C ONE HOUR ü 312 100.000

D ONE HOUR ü 7 100.000

Demand (PCU/hr)

To

From

A B C D

A 0 202 515 1

B 58 0 2 2

C 306 1 0 5

D 3 0 4 0



7

Results



16:15 - 16:30

16:30 - 16:45


To

From

A B C D

A 0 0 1 0

B 0 0 0 0

C 2 0 0 0

D 0 0 0 0



B-C 0.01 8.32 0.0 A 2 3

B-AD 0.20 13.66 0.2 B 55 83

A-BCD 0.00 5.95 0.0 A 0.92 1

A-B 185 278

A-C 473 709

D-A 0.01 6.27 0.0 A 3 4

D-BC 0.01 11.92 0.0 B 4 6

C-ABD 0.00 7.22 0.0 A 0.92 1

C-D 5 7

C-A 281 421

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.38 497 0.003 1 0.0 0.0 7.269 A

B-AD 45 11 399 0.113 45 0.0 0.1 10.135 B

A-BCD 0.75 0.19 642 0.001 0.75 0.0 0.0 5.617 A

A-B 152 38 152

A-C 388 97 388

D-A 2 0.56 613 0.004 2 0.0 0.0 5.892 A

D-BC 3 0.75 375 0.008 3 0.0 0.0 9.668 A

C-ABD 0.75 0.19 569 0.001 0.75 0.0 0.0 6.335 A

C-D 4 0.94 4

C-A 230 58 230

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.45 471 0.004 2 0.0 0.0 7.664 A

B-AD 54 13 370 0.146 54 0.1 0.2 11.375 B

A-BCD 0.90 0.23 627 0.001 0.90 0.0 0.0 5.752 A

A-B 182 45 182

A-C 463 116 463

D-A 3 0.67 598 0.005 3 0.0 0.0 6.044 A

D-BC 4 0.90 346 0.010 4 0.0 0.0 10.502 B

C-ABD 0.90 0.22 540 0.002 0.90 0.0 0.0 6.678 A

C-D 4 1 4

C-A 275 69 275


8

16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.55 435 0.005 2 0.0 0.0 8.314 A

B-AD 66 17 330 0.200 66 0.2 0.2 13.625 B

A-BCD 1 0.28 606 0.002 1 0.0 0.0 5.948 A

A-B 222 56 222

A-C 567 142 567

D-A 3 0.83 578 0.006 3 0.0 0.0 6.264 A

D-BC 4 1 306 0.014 4 0.0 0.0 11.921 B

C-ABD 1 0.28 500 0.002 1 0.0 0.0 7.216 A

C-D 6 1 6

C-A 337 84 337

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.55 435 0.005 2 0.0 0.0 8.317 A

B-AD 66 17 330 0.200 66 0.2 0.2 13.658 B

A-BCD 1 0.28 606 0.002 1 0.0 0.0 5.949 A

A-B 222 56 222

A-C 567 142 567

D-A 3 0.83 578 0.006 3 0.0 0.0 6.266 A

D-BC 4 1 306 0.014 4 0.0 0.0 11.923 B

C-ABD 1 0.28 500 0.002 1 0.0 0.0 7.216 A

C-D 6 1 6

C-A 337 84 337

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.45 471 0.004 2 0.0 0.0 7.671 A

B-AD 54 13 370 0.146 54 0.2 0.2 11.408 B

A-BCD 0.90 0.23 627 0.001 0.90 0.0 0.0 5.756 A

A-B 182 45 182

A-C 463 116 463

D-A 3 0.67 598 0.005 3 0.0 0.0 6.047 A

D-BC 4 0.90 346 0.010 4 0.0 0.0 10.505 B

C-ABD 0.90 0.22 540 0.002 0.90 0.0 0.0 6.680 A

C-D 4 1 4

C-A 275 69 275

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.38 496 0.003 2 0.0 0.0 7.276 A

B-AD 45 11 399 0.113 45 0.2 0.1 10.174 B

A-BCD 0.75 0.19 641 0.001 0.75 0.0 0.0 5.620 A

A-B 152 38 152

A-C 388 97 388

D-A 2 0.56 613 0.004 2 0.0 0.0 5.899 A

D-BC 3 0.75 375 0.008 3 0.0 0.0 9.671 A

C-ABD 0.75 0.19 569 0.001 0.75 0.0 0.0 6.338 A

C-D 4 0.94 4

C-A 230 58 230


9



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship





Junction Delay (s)

Junction LOS

1



Lane/Holly Lane

Right-Left



Left Normal/unknown


nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





A ONE HOUR ü 442 100.000

B ONE HOUR ü 160 100.000

C ONE HOUR ü 649 100.000

D ONE HOUR ü 17 100.000

Demand (PCU/hr)

To

From

A B C D

A 0 121 318 3

B 159 0 0 1

C 646 0 0 3

D 14 0 3 0


10

Results



07:45 - 08:00

08:00 - 08:15


To

From

A B C D

A 0 0 2 50

B 2 0 0 0

C 1 0 0 0

D 0 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-AD 0.53 23.17 1.1 C 147 221

A-BCD 0.01 10.93 0.0 B 3 5

A-B 111 166

A-C 292 438

D-A 0.03 8.33 0.0 A 13 19

D-BC 0.02 16.17 0.0 C 3 5

C-ABD 0.00 0.00 0.0 A 0 0

C-D 3 5

C-A 593 889

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 512 0.000 0 0.0 0.0 0.000 A

B-AD 121 30 403 0.300 119 0.0 0.4 12.863 B

A-BCD 3 0.65 558 0.005 3 0.0 0.0 9.641 A

A-B 91 23 91

A-C 240 60 240

D-A 10 3 524 0.020 10 0.0 0.0 7.010 A

D-BC 3 0.64 316 0.008 3 0.0 0.0 11.490 B

C-ABD 0 0 1256 0.000 0 0.0 0.0 0.000 A

C-D 3 0.64 3

C-A 486 122 486

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 487 0.000 0 0.0 0.0 0.000 A

B-AD 144 36 374 0.385 143 0.4 0.6 15.851 C

A-BCD 3 0.79 529 0.006 3 0.0 0.0 10.158 B

A-B 108 27 108

A-C 286 72 286

D-A 12 3 492 0.025 12 0.0 0.0 7.510 A

D-BC 3 0.77 278 0.011 3 0.0 0.0 13.077 B

C-ABD 0 0 1221 0.000 0 0.0 0.0 0.000 A

C-D 3 0.77 3

C-A 581 145 581


11

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 452 0.000 0 0.0 0.0 0.000 A

B-AD 177 44 335 0.528 175 0.6 1.1 22.686 C

A-BCD 4 0.98 491 0.008 4 0.0 0.0 10.921 B

A-B 133 33 133

A-C 350 88 350

D-A 15 4 447 0.034 15 0.0 0.0 8.324 A

D-BC 4 0.94 227 0.017 4 0.0 0.0 16.132 C

C-ABD 0 0 1171 0.000 0 0.0 0.0 0.000 A

C-D 4 0.94 4

C-A 711 178 711

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 452 0.000 0 0.0 0.0 0.000 A

B-AD 177 44 335 0.528 176 1.1 1.1 23.165 C

A-BCD 4 0.98 489 0.008 4 0.0 0.0 10.932 B

A-B 133 33 133

A-C 350 88 350

D-A 15 4 447 0.034 15 0.0 0.0 8.334 A

D-BC 4 0.94 226 0.017 4 0.0 0.0 16.165 C

C-ABD 0 0 1171 0.000 0 0.0 0.0 0.000 A

C-D 4 0.94 4

C-A 711 178 711

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 486 0.000 0 0.0 0.0 0.000 A

B-AD 144 36 374 0.385 146 1.1 0.7 16.213 C

A-BCD 3 0.79 526 0.006 3 0.0 0.0 10.175 B

A-B 108 27 108

A-C 286 72 286

D-A 12 3 491 0.025 12 0.0 0.0 7.523 A

D-BC 3 0.77 278 0.011 3 0.0 0.0 13.109 B

C-ABD 0 0 1221 0.000 0 0.0 0.0 0.000 A

C-D 3 0.77 3

C-A 581 145 581

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 511 0.000 0 0.0 0.0 0.000 A

B-AD 121 30 403 0.300 122 0.7 0.4 13.097 B

A-BCD 3 0.65 556 0.005 3 0.0 0.0 9.656 A

A-B 91 23 91

A-C 240 60 240

D-A 10 3 523 0.020 10 0.0 0.0 7.024 A

D-BC 3 0.64 315 0.008 3 0.0 0.0 11.515 B

C-ABD 0 0 1256 0.000 0 0.0 0.0 0.000 A

C-D 3 0.64 3

C-A 486 122 486


12



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship





Junction Delay (s)

Junction LOS

1



Lane/Holly Lane

Right-Left



Left Normal/unknown


nameTraffic


Finish time (HH:mm)


Run automatically

Relationship type

Relationship





A ONE HOUR ü 820 100.000

B ONE HOUR ü 71 100.000

C ONE HOUR ü 356 100.000


Demand (PCU/hr)

To

From

A B C D

A 0 231 588 1

B 66 0 2 2

C 349 1 0 6

D 3 0 5 0


13

Results



16:15 - 16:30

16:30 - 16:45


To

From

A B C D

A 0 0 1 0

B 0 0 0 0

C 2 0 0 0

D 0 0 0 0



B-C 0.01 8.95 0.0 A 2 3

B-AD 0.25 16.14 0.3 C 63 94

A-BCD 0.00 6.11 0.0 A 1 2

A-B 212 317

A-C 540 809

D-A 0.01 6.45 0.0 A 3 5

D-BC 0.02 13.31 0.0 B 4 6

C-ABD 0.00 7.69 0.0 A 1 2

C-D 5 8

C-A 321 481

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.43 478 0.004 2 0.0 0.0 7.550 A

B-AD 52 13 378 0.136 51 0.0 0.2 10.987 B

A-BCD 0.86 0.22 631 0.001 0.86 0.0 0.0 5.714 A

A-B 174 43 174

A-C 443 111 443

D-A 3 0.64 602 0.004 3 0.0 0.0 6.000 A

D-BC 3 0.86 354 0.010 3 0.0 0.0 10.259 B

C-ABD 0.86 0.22 548 0.002 0.85 0.0 0.0 6.582 A

C-D 4 1 4

C-A 263 66 263

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.51 449 0.005 2 0.0 0.0 8.057 A

B-AD 62 15 345 0.179 61 0.2 0.2 12.700 B

A-BCD 1 0.26 614 0.002 1 0.0 0.0 5.874 A

A-B 207 52 207

A-C 529 132 529

D-A 3 0.77 585 0.005 3 0.0 0.0 6.181 A

D-BC 4 1 321 0.013 4 0.0 0.0 11.354 B

C-ABD 1 0.26 515 0.002 1 0.0 0.0 7.007 A

C-D 5 1 5

C-A 314 79 314


14

16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.63 405 0.006 3 0.0 0.0 8.943 A

B-AD 75 19 298 0.253 75 0.2 0.3 16.077 C

A-BCD 1 0.32 591 0.002 1 0.0 0.0 6.108 A

A-B 254 63 254

A-C 647 162 647

D-A 4 0.94 562 0.007 4 0.0 0.0 6.447 A

D-BC 5 1 275 0.018 5 0.0 0.0 13.309 B

C-ABD 1 0.31 469 0.003 1 0.0 0.0 7.695 A

C-D 6 2 6

C-A 385 96 385

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.63 405 0.006 3 0.0 0.0 8.950 A

B-AD 75 19 298 0.253 75 0.3 0.3 16.143 C

A-BCD 1 0.32 590 0.002 1 0.0 0.0 6.109 A

A-B 254 63 254

A-C 647 162 647

D-A 4 0.94 562 0.007 4 0.0 0.0 6.450 A

D-BC 5 1 275 0.018 5 0.0 0.0 13.314 B

C-ABD 1 0.31 469 0.003 1 0.0 0.0 7.695 A

C-D 6 2 6

C-A 385 96 385

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.51 449 0.005 2 0.0 0.0 8.065 A

B-AD 62 15 345 0.179 62 0.3 0.2 12.763 B

A-BCD 1 0.26 614 0.002 1 0.0 0.0 5.876 A

A-B 207 52 207

A-C 529 132 529

D-A 3 0.77 585 0.005 3 0.0 0.0 6.187 A

D-BC 4 1 321 0.013 4 0.0 0.0 11.362 B

C-ABD 1 0.26 515 0.002 1 0.0 0.0 7.008 A

C-D 5 1 5

C-A 314 79 314

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.43 478 0.004 2 0.0 0.0 7.558 A

B-AD 52 13 378 0.136 52 0.2 0.2 11.045 B

A-BCD 0.86 0.22 631 0.001 0.86 0.0 0.0 5.718 A

A-B 174 43 174

A-C 443 111 443

D-A 3 0.64 602 0.004 3 0.0 0.0 6.005 A

D-BC 3 0.86 354 0.010 3 0.0 0.0 10.268 B

C-ABD 0.86 0.22 548 0.002 0.86 0.0 0.0 6.584 A

C-D 4 1 4

C-A 263 66 263


15



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship





Junction Delay (s)

Junction LOS

1



Lane/Holly Lane

Right-Left



Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR07:45 09:15 15 ü Simple D7+D9




A ONE HOUR ü 452 100.000

B ONE HOUR ü 183 100.000

C ONE HOUR ü 649 100.000

D ONE HOUR ü 17 100.000

Demand (PCU/hr)

To

From

A B C D

A 0 131 318 3

B 182 0 0 1

C 646 0 0 3

D 14 0 3 0


16

Results



07:45 - 08:00

08:00 - 08:15


To

From

A B C D

A 0 0 2 50

B 2 0 0 0

C 1 0 0 0

D 0 0 0 0



B-C 0.00 0.00 0.0 A 0 0

B-AD 0.61 27.73 1.5 D 168 252

A-BCD 0.01 11.08 0.0 B 3 5

A-B 120 180

A-C 292 438

D-A 0.03 8.47 0.0 A 13 19

D-BC 0.02 16.76 0.0 C 3 5

C-ABD 0.00 0.00 0.0 A 0 0

C-D 3 5

C-A 593 889

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 505 0.000 0 0.0 0.0 0.000 A

B-AD 138 35 402 0.343 136 0.0 0.5 13.697 B

A-BCD 3 0.65 554 0.005 3 0.0 0.0 9.718 A

A-B 98 25 98

A-C 240 60 240

D-A 10 3 519 0.020 10 0.0 0.0 7.074 A

D-BC 3 0.64 311 0.008 3 0.0 0.0 11.682 B

C-ABD 0 0 1252 0.000 0 0.0 0.0 0.000 A

C-D 3 0.64 3

C-A 486 122 486

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 479 0.000 0 0.0 0.0 0.000 A

B-AD 165 41 373 0.442 164 0.5 0.8 17.434 C

A-BCD 3 0.79 524 0.006 3 0.0 0.0 10.260 B

A-B 117 29 117

A-C 286 72 286

D-A 12 3 486 0.025 12 0.0 0.0 7.599 A

D-BC 3 0.77 272 0.011 3 0.0 0.0 13.380 B

C-ABD 0 0 1216 0.000 0 0.0 0.0 0.000 A

C-D 3 0.77 3

C-A 581 145 581


17

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 441 0.000 0 0.0 0.0 0.000 A

B-AD 202 50 334 0.605 199 0.8 1.5 26.775 D

A-BCD 4 0.98 484 0.008 4 0.0 0.0 11.062 B

A-B 144 36 144

A-C 350 88 350

D-A 15 4 441 0.034 15 0.0 0.0 8.459 A

D-BC 4 0.94 219 0.017 4 0.0 0.0 16.708 C

C-ABD 0 0 1165 0.000 0 0.0 0.0 0.000 A

C-D 4 0.94 4

C-A 711 178 711

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 440 0.000 0 0.0 0.0 0.000 A

B-AD 202 50 334 0.605 202 1.5 1.5 27.732 D

A-BCD 4 0.98 482 0.008 4 0.0 0.0 11.080 B

A-B 144 36 144

A-C 350 88 350

D-A 15 4 440 0.034 15 0.0 0.0 8.475 A

D-BC 4 0.94 219 0.017 4 0.0 0.0 16.758 C

C-ABD 0 0 1165 0.000 0 0.0 0.0 0.000 A

C-D 4 0.94 4

C-A 711 178 711

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 478 0.000 0 0.0 0.0 0.000 A

B-AD 165 41 373 0.442 168 1.5 0.8 18.066 C

A-BCD 3 0.79 520 0.006 3 0.0 0.0 10.281 B

A-B 117 29 117

A-C 286 72 286

D-A 12 3 485 0.025 12 0.0 0.0 7.618 A

D-BC 3 0.77 271 0.011 3 0.0 0.0 13.427 B

C-ABD 0 0 1216 0.000 0 0.0 0.0 0.000 A

C-D 3 0.77 3

C-A 581 145 581

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 504 0.000 0 0.0 0.0 0.000 A

B-AD 138 35 402 0.343 139 0.8 0.5 14.031 B

A-BCD 3 0.65 552 0.005 3 0.0 0.0 9.734 A

A-B 98 25 98

A-C 240 60 240

D-A 10 3 518 0.020 10 0.0 0.0 7.091 A

D-BC 3 0.64 310 0.008 3 0.0 0.0 11.711 B

C-ABD 0 0 1252 0.000 0 0.0 0.0 0.000 A

C-D 3 0.64 3

C-A 486 122 486


18



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix


WarningDemand Set

Relationship





Junction Delay (s)

Junction LOS

1



Lane/Holly Lane

Right-Left



Left Normal/unknown


Period name


Start time (HH:mm)

Finish time (HH:mm)

Time segment

length (min)

Run automatically

Relationship type

Relationship


HOUR16:15 17:45 15 ü Simple D10+D8




A ONE HOUR ü 838 100.000

B ONE HOUR ü 82 100.000

C ONE HOUR ü 356 100.000


Demand (PCU/hr)

To

From

A B C D

A 0 249 588 1

B 77 0 2 2

C 349 1 0 6

D 3 0 5 0


19

Results



16:15 - 16:30

16:30 - 16:45


To

From

A B C D

A 0 0 1 0

B 0 0 0 0

C 2 0 0 0

D 0 0 0 0



B-C 0.01 9.19 0.0 A 2 3

B-AD 0.30 17.23 0.4 C 73 109

A-BCD 0.00 6.14 0.0 A 1 2

A-B 228 342

A-C 540 809

D-A 0.01 6.49 0.0 A 3 5

D-BC 0.02 13.62 0.0 B 4 6

C-ABD 0.00 7.79 0.0 A 1 2

C-D 5 8

C-A 321 481

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.43 474 0.004 2 0.0 0.0 7.625 A

B-AD 60 15 377 0.159 59 0.0 0.2 11.312 B

A-BCD 0.86 0.22 628 0.001 0.86 0.0 0.0 5.735 A

A-B 187 47 187

A-C 443 111 443

D-A 3 0.64 600 0.004 3 0.0 0.0 6.022 A

D-BC 3 0.86 350 0.010 3 0.0 0.0 10.379 B

C-ABD 0.86 0.22 544 0.002 0.85 0.0 0.0 6.627 A

C-D 4 1 4

C-A 263 66 263

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.51 442 0.005 2 0.0 0.0 8.175 A

B-AD 71 18 343 0.208 71 0.2 0.3 13.230 B

A-BCD 1 0.26 611 0.002 1 0.0 0.0 5.901 A

A-B 224 56 224

A-C 529 132 529

D-A 3 0.77 583 0.005 3 0.0 0.0 6.210 A

D-BC 4 1 316 0.013 4 0.0 0.0 11.531 B

C-ABD 1 0.26 510 0.002 1 0.0 0.0 7.069 A

C-D 5 1 5

C-A 314 79 314


20

16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.63 395 0.006 3 0.0 0.0 9.179 A

B-AD 88 22 296 0.295 87 0.3 0.4 17.134 C

A-BCD 1 0.32 587 0.002 1 0.0 0.0 6.143 A

A-B 274 68 274

A-C 647 162 647

D-A 4 0.94 559 0.007 4 0.0 0.0 6.485 A

D-BC 5 1 270 0.019 5 0.0 0.0 13.610 B

C-ABD 1 0.31 464 0.003 1 0.0 0.0 7.786 A

C-D 6 2 6

C-A 385 96 385

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.63 394 0.006 3 0.0 0.0 9.190 A

B-AD 88 22 296 0.295 88 0.4 0.4 17.232 C

A-BCD 1 0.32 587 0.002 1 0.0 0.0 6.145 A

A-B 274 68 274

A-C 647 162 647

D-A 4 0.94 558 0.007 4 0.0 0.0 6.489 A

D-BC 5 1 269 0.019 5 0.0 0.0 13.616 B

C-ABD 1 0.31 464 0.003 1 0.0 0.0 7.786 A

C-D 6 2 6

C-A 385 96 385

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.51 442 0.005 2 0.0 0.0 8.186 A

B-AD 71 18 343 0.208 72 0.4 0.3 13.316 B

A-BCD 1 0.26 611 0.002 1 0.0 0.0 5.906 A

A-B 224 56 224

A-C 529 132 529

D-A 3 0.77 582 0.005 3 0.0 0.0 6.214 A

D-BC 4 1 316 0.013 4 0.0 0.0 11.541 B

C-ABD 1 0.26 510 0.002 1 0.0 0.0 7.072 A

C-D 5 1 5

C-A 314 79 314

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 2 0.43 473 0.004 2 0.0 0.0 7.635 A

B-AD 60 15 377 0.159 60 0.3 0.2 11.388 B

A-BCD 0.86 0.22 628 0.001 0.86 0.0 0.0 5.738 A

A-B 187 47 187

A-C 443 111 443

D-A 3 0.64 600 0.004 3 0.0 0.0 6.030 A

D-BC 3 0.86 350 0.010 3 0.0 0.0 10.390 B

C-ABD 0.86 0.22 544 0.002 0.86 0.0 0.0 6.630 A

C-D 4 1 4

C-A 263 66 263


21



Appendix 13 - Carter Road Traffic Calming Scheme

33

6

33a

61

63

37

1

CA

RT

ER

RO

AD

32

18.9m

51

7

39

13

40

9

CARTER ROAD

63

8

59

12

CAR

TE

RR

OA

D

15

2

30

10

34

36

38

61

59

57

55

53

32

34

36

59

57

51 3

0

53

9

12

10

6

CA

RTE

RR

OA

D

619

4

De s criptionRe v Ch k dDw n Date

K i n g d o m T P

Saffron House Lopham Road, East Harling, Norfolk NR16 2PX

[email protected]

01603 325 587

Drayton Farms Ltd

Manor Park, Hall Lane Drayton

Carter Road Traffic Calming Scheme - Proposed

TD JW 19/04/16

B10062/16/001See inset

Carter Road's existing "No Motor Vehicles Except For

Access" traffic regulation order to be maintained. 20mph

homezone scheme to be promoted on Carter Road. Signage

to be agreed at detailed design stage.

As part of NDR mitigation George Drive / Hall Lane junction

to be closed.

Based on Ordnance Survey mapping (OS licence number

WL1005153) and onsite observations. Subject to detailed

design.

A

Drivewayaccess points

Pedestrian crossingpoint - tactile paving.

Not to scale

1:500 1:5001:500

1:500

1:250

Viewport 1 Viewport 2

Viewport 3 Viewport 4 Viewport 5

Viewport 6 Viewport 7

1:250

Hall Lane

See Viewport 7for more details.







4.8m wide raised platformentrance with 6m junction radii,i.e. reduced from 10m.

Proposed kerb line totie into existing.

Proposed kerb line totie into existing.

Existing driveway accesspoint to be accomodatedwithin raised platform design.

4.8m wide raisedplatform entrance

with 6m junction radii,i.e. reduced from 10m

Speed cushion

Carter Road

Drayton HighRoad - A1067

1:500

0m

55m / 55m

100m / 45m

180m / 80m

250m / 70m

310m / 60m

365m / 55m

390m / 25m

distance betweentraffic calming features

A Homezone added and relocation of speed cushions TD 27/4/16 xx

www.mlmgroup.com

T +44 1233 610530

A Connect 38 1 Dover Place Ashford, TN23 1FB

appendix 9 - trics data · 2020. 4. 2. · survey date: thursday 24/09/15 survey type: manual 8...

Documents