BASE OUTPUTS - Microsoft€¦ · Blocking queue (PCU) C 6.00 92.50 92.0 4.00 Arm Minor arm type...

BASE OUTPUTS

Filename: 1.0_A60 DoncasterRd_Common_Rd.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\01_PICADY Report generation date: 03/03/2020 15:19:16

»Do Minimum, AM »Do Something, AM

Summary of junction performance

Junctions 9PICADY 9 - Priority Intersection Module

Version: 9.0.1.4646 []

© Copyright TRL Limited, 2020

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

Queue (PCU) Delay (s) RFC LOS

Do Minimum

Stream B-C 0.0 0.00 0.00 A

Stream B-A 0.7 19.59 0.41 C

Stream C-AB 0.0 0.00 0.00 A

Do Something

Stream B-C 0.0 0.00 0.00 A

Stream B-A 0.7 19.79 0.41 C

Stream C-AB 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.

File summary

Units

File Description

Title (untitled)

Location

Site number

Date 14/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator EU\cleasbyd

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

Generated on 03/03/2020 15:19:36 using Junctions 9 (9.0.1.4646)

1

mailto:[email protected]

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

The junction diagram reflects the last run of Junctions.

Analysis Options

Demand Set Summary

Analysis Set Details

Calculate Queue Percentiles Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU)

0.85 36.00 20.00

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

D1 Do Minimum AM ONE HOUR 08:00 09:30 15

D2 Do Something AM ONE HOUR 08:00 09:30 15

ID Network flow scaling factor (%)

A1 100.000


2

Do Minimum, 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 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 untitled T-Junction Two-way 1.76 A

Driving side Lighting

Left Normal/unknown

Arm Name Description Arm type

A untitled Major

B untitled Minor

C untitled Major

ArmWidth of carriageway

(m)Has kerbed central

reserveHas right turn

bayWidth for right turn

(m)Visibility for right turn

(m)Blocks?

Blocking queue (PCU)

C 6.00 ü 2.50 92.0 ü 4.00

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 8.00 7.00 6.00 5.00 ü 3.00 30 41

Junction StreamIntercept(PCU/hr)

Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 609 0.111 0.280 0.176 0.401

1 B-C 598 0.092 0.232 - -

1 C-B 648 0.251 0.251 - -


3

Traffic Demand

Demand Set Details

Demand overview (Traffic)

Origin-Destination Data

Vehicle Mix


D1 Do Minimum AM ONE HOUR 08:00 09:30 15

Vehicle mix source PCU Factor for a HV (PCU)

HV Percentages 2.00

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

A ü 828 100.000

B ü 114 100.000

C ü 328 100.000

Demand (PCU/hr)

To

From

A B C

A 0 104 724

B 114 0 0

C 328 0 0

Heavy Vehicle Percentages

To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


4

Detailed Demand Data

Demand for each time segment

Results

Results Summary for whole modelled period

Main Results for each time segment

08:00 - 08:15

Time Segment Arm Demand (PCU/hr) Demand in PCU (PCU/hr)

08:00-08:15

A 623 623

B 86 86

C 247 247

08:15-08:30

A 744 744

B 102 102

C 295 295

08:30-08:45

A 912 912

B 126 126

C 361 361

08:45-09:00

A 912 912

B 126 126

C 361 361

09:00-09:15

A 744 744

B 102 102

C 295 295

09:15-09:30

A 623 623

B 86 86

C 247 247

Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS

B-C 0.00 0.00 0.0 A

B-A 0.41 19.59 0.7 C

C-AB 0.00 0.00 0.0 A

C-A

A-B

A-C

StreamTotal Demand

(PCU/hr)Capacity (PCU/hr)

RFCThroughput

(PCU/hr)End queue (PCU) Delay (s) LOS

B-C 0 440 0.000 0 0.0 0.000 A

B-A 86 404 0.212 85 0.3 11.241 B

C-AB 0 983 0.000 0 0.0 0.000 A

C-A 247 247

A-B 78 78

A-C 545 545


5

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 0 407 0.000 0 0.0 0.000 A

B-A 102 364 0.281 102 0.4 13.706 B

C-AB 0 922 0.000 0 0.0 0.000 A

C-A 295 295

A-B 93 93

A-C 651 651

StreamTotal Demand


RFCThroughput


B-C 0 361 0.000 0 0.0 0.000 A

B-A 126 309 0.406 124 0.7 19.368 C

C-AB 0 838 0.000 0 0.0 0.000 A

C-A 361 361

A-B 115 115

A-C 797 797

StreamTotal Demand


RFCThroughput


B-C 0 361 0.000 0 0.0 0.000 A

B-A 126 309 0.406 125 0.7 19.586 C

C-AB 0 838 0.000 0 0.0 0.000 A

C-A 361 361

A-B 115 115

A-C 797 797

StreamTotal Demand


RFCThroughput


B-C 0 407 0.000 0 0.0 0.000 A

B-A 102 364 0.281 104 0.4 13.869 B

C-AB 0 922 0.000 0 0.0 0.000 A

C-A 295 295

A-B 93 93

A-C 651 651

StreamTotal Demand


RFCThroughput


B-C 0 439 0.000 0 0.0 0.000 A

B-A 86 404 0.212 86 0.3 11.350 B

C-AB 0 983 0.000 0 0.0 0.000 A

C-A 247 247

A-B 78 78

A-C 545 545


6

Do Something, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown


D2 Do Something AM ONE HOUR 08:00 09:30 15


HV Percentages 2.00


A ü 827 100.000

B ü 116 100.000

C ü 327 100.000

Demand (PCU/hr)

To

From

A B C

A 0 103 724

B 116 0 0

C 327 0 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


7



Results



08:00 - 08:15


08:00-08:15

A 623 623

B 87 87

C 246 246

08:15-08:30

A 743 743

B 104 104

C 294 294

08:30-08:45

A 911 911

B 128 128

C 360 360

08:45-09:00

A 911 911

B 128 128

C 360 360

09:00-09:15

A 743 743

B 104 104

C 294 294

09:15-09:30

A 623 623

B 87 87

C 246 246


B-C 0.00 0.00 0.0 A

B-A 0.41 19.79 0.7 C

C-AB 0.00 0.00 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 0 439 0.000 0 0.0 0.000 A

B-A 87 404 0.216 86 0.3 11.284 B

C-AB 0 983 0.000 0 0.0 0.000 A

C-A 246 246

A-B 78 78

A-C 545 545


8

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 0 407 0.000 0 0.0 0.000 A

B-A 104 364 0.286 104 0.4 13.785 B

C-AB 0 922 0.000 0 0.0 0.000 A

C-A 294 294

A-B 93 93

A-C 651 651

StreamTotal Demand


RFCThroughput


B-C 0 361 0.000 0 0.0 0.000 A

B-A 128 309 0.413 127 0.7 19.559 C

C-AB 0 838 0.000 0 0.0 0.000 A

C-A 360 360

A-B 113 113

A-C 797 797

StreamTotal Demand


RFCThroughput


B-C 0 360 0.000 0 0.0 0.000 A

B-A 128 309 0.413 128 0.7 19.787 C

C-AB 0 838 0.000 0 0.0 0.000 A

C-A 360 360

A-B 113 113

A-C 797 797

StreamTotal Demand


RFCThroughput


B-C 0 406 0.000 0 0.0 0.000 A

B-A 104 364 0.286 105 0.4 13.955 B

C-AB 0 922 0.000 0 0.0 0.000 A

C-A 294 294

A-B 93 93

A-C 651 651

StreamTotal Demand


RFCThroughput


B-C 0 439 0.000 0 0.0 0.000 A

B-A 87 404 0.216 88 0.3 11.399 B

C-AB 0 983 0.000 0 0.0 0.000 A

C-A 246 246

A-B 78 78

A-C 545 545


9

Filename: 2.0_GATEWOOD LANE NUTWELL LANE.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\01_PICADY Report generation date: 03/03/2020 15:20:03

»DO MINIMUM , AM »DO SOMETHING, AM



Version: 9.0.1.4646 []





AM


DO MINIMUM

Stream B-C 0.0 9.24 0.04 A

Stream B-A 1.5 24.75 0.61 C

Stream C-AB 0.0 0.00 0.00 A

DO SOMETHING

Stream B-C 0.0 9.31 0.04 A

Stream B-A 1.5 25.10 0.61 D

Stream C-AB 0.0 0.00 0.00 A



File summary

Units

File Description

Title (untitled)

Location

Site number

Date 14/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1




Analysis Options

Demand Set Summary



0.85 36.00 20.00


D1 DO MINIMUM AM ONE HOUR 08:00 09:30 15

D2 DO SOMETHING AM ONE HOUR 08:00 09:30 15


A1 100.000


2

DO MINIMUM , AM


Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry








PCUs or Vehs.




Left Normal/unknown


A untitled Major

B untitled Minor

C untitled Major

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

C 6.15 243.8 ü 0.00

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 8.20 5.00 3.50 3.20 4.00 27 50


Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 576 0.104 0.263 0.166 0.376

1 B-C 645 0.098 0.248 - -

1 C-B 715 0.275 0.275 - -


3

Traffic Demand

Demand Set Details



Vehicle Mix




HV Percentages 2.00


A ü 692 100.000

B ü 225 100.000

C ü 324 100.000

Demand (PCU/hr)

To

From

A B C

A 0 341 351

B 210 0 15

C 324 0 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


4



Results



08:00 - 08:15


08:00-08:15

A 521 521

B 169 169

C 244 244

08:15-08:30

A 622 622

B 202 202

C 291 291

08:30-08:45

A 762 762

B 248 248

C 357 357

08:45-09:00

A 762 762

B 248 248

C 357 357

09:00-09:15

A 622 622

B 202 202

C 291 291

09:15-09:30

A 521 521

B 169 169

C 244 244


B-C 0.04 9.24 0.0 A

B-A 0.61 24.75 1.5 C

C-AB 0.00 0.00 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 11 503 0.022 11 0.0 7.313 A

B-A 158 439 0.360 156 0.6 12.612 B

C-AB 0 572 0.000 0 0.0 0.000 A

C-A 244 244

A-B 257 257

A-C 264 264


5

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 13 470 0.029 13 0.0 7.881 A

B-A 189 413 0.457 188 0.8 15.923 C

C-AB 0 544 0.000 0 0.0 0.000 A

C-A 291 291

A-B 307 307

A-C 316 316

StreamTotal Demand


RFCThroughput


B-C 17 409 0.040 16 0.0 9.180 A

B-A 231 376 0.615 228 1.5 23.963 C

C-AB 0 505 0.000 0 0.0 0.000 A

C-A 357 357

A-B 375 375

A-C 386 386

StreamTotal Demand


RFCThroughput


B-C 17 406 0.041 17 0.0 9.244 A

B-A 231 376 0.615 231 1.5 24.749 C

C-AB 0 505 0.000 0 0.0 0.000 A

C-A 357 357

A-B 375 375

A-C 386 386

StreamTotal Demand


RFCThroughput


B-C 13 468 0.029 14 0.0 7.916 A

B-A 189 413 0.457 191 0.9 16.464 C

C-AB 0 544 0.000 0 0.0 0.000 A

C-A 291 291

A-B 307 307

A-C 316 316

StreamTotal Demand


RFCThroughput


B-C 11 502 0.022 11 0.0 7.336 A

B-A 158 439 0.360 159 0.6 12.914 B

C-AB 0 572 0.000 0 0.0 0.000 A

C-A 244 244

A-B 257 257

A-C 264 264


6

DO SOMETHING, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown




HV Percentages 2.00


A ü 707 100.000

B ü 223 100.000

C ü 338 100.000

Demand (PCU/hr)

To

From

A B C

A 0 351 356

B 207 0 16

C 338 0 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


7



Results



08:00 - 08:15


08:00-08:15

A 532 532

B 168 168

C 254 254

08:15-08:30

A 636 636

B 200 200

C 304 304

08:30-08:45

A 778 778

B 246 246

C 372 372

08:45-09:00

A 778 778

B 246 246

C 372 372

09:00-09:15

A 636 636

B 200 200

C 304 304

09:15-09:30

A 532 532

B 168 168

C 254 254


B-C 0.04 9.31 0.0 A

B-A 0.61 25.10 1.5 D

C-AB 0.00 0.00 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 12 503 0.024 12 0.0 7.333 A

B-A 156 436 0.358 154 0.5 12.678 B

C-AB 0 569 0.000 0 0.0 0.000 A

C-A 254 254

A-B 264 264

A-C 268 268


8

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 14 469 0.031 14 0.0 7.914 A

B-A 186 408 0.456 185 0.8 16.043 C

C-AB 0 540 0.000 0 0.0 0.000 A

C-A 304 304

A-B 316 316

A-C 320 320

StreamTotal Demand


RFCThroughput


B-C 18 407 0.043 18 0.0 9.241 A

B-A 228 371 0.615 225 1.5 24.284 C

C-AB 0 501 0.000 0 0.0 0.000 A

C-A 372 372

A-B 386 386

A-C 392 392

StreamTotal Demand


RFCThroughput


B-C 18 404 0.044 18 0.0 9.307 A

B-A 228 371 0.615 228 1.5 25.096 D

C-AB 0 501 0.000 0 0.0 0.000 A

C-A 372 372

A-B 386 386

A-C 392 392

StreamTotal Demand


RFCThroughput


B-C 14 467 0.031 14 0.0 7.952 A

B-A 186 408 0.456 189 0.9 16.593 C

C-AB 0 540 0.000 0 0.0 0.000 A

C-A 304 304

A-B 316 316

A-C 320 320

StreamTotal Demand


RFCThroughput


B-C 12 501 0.024 12 0.0 7.359 A

B-A 156 436 0.358 157 0.6 12.982 B

C-AB 0 569 0.000 0 0.0 0.000 A

C-A 254 254

A-B 264 264

A-C 268 268


9

Filename: 3.0_Doncaster Rd Church Rd Mere Ln.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\01_PICADY Report generation date: 03/03/2020 15:22:11

»DO MINIMUM, AM »DO SOMETHING , AM



Version: 9.0.1.4646 []





AM


DO MINIMUM

Stream B-C 0.0 8.40 0.01 A

Stream B-A 1.0 20.09 0.51 C

Stream C-AB 0.0 5.67 0.01 A

DO SOMETHING

Stream B-C 0.0 0.00 0.00 A

Stream B-A 0.8 19.75 0.46 C

Stream C-AB 0.0 5.76 0.01 A



File summary

Units

File Description

Title (untitled)

Location

Site number

Date 14/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1




Analysis Options

Demand Set Summary



0.85 36.00 20.00





A1 100.000


2

DO MINIMUM, AM


Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry








PCUs or Vehs.




Left Normal/unknown


A untitled Major

B untitled Minor

C untitled Major

ArmWidth of carriageway

(m)Has kerbed central

reserveHas right turn

bayWidth for right turn

(m)Visibility for right turn

(m)Blocks?

Blocking queue (PCU)

C 10.22 ü 2.88 250.0 ü 5.20

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 6.64 4.95 3.56 3.11 5.00 85 30


Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 587 0.087 0.221 0.139 0.315

1 B-C 594 0.074 0.188 - -

1 C-B 772 0.244 0.244 - -


3

Traffic Demand

Demand Set Details



Vehicle Mix

Results





HV Percentages 2.00


A ü 498 100.000

B ü 172 100.000

C ü 752 100.000

Demand (PCU/hr)

To

From

A B C

A 0 89 409

B 168 0 4

C 749 3 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


B-C 0.01 8.40 0.0 A

B-A 0.51 20.09 1.0 C

C-AB 0.01 5.67 0.0 A

C-A

A-B

A-C


4


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand


RFCThroughput


B-C 3 493 0.006 3 0.0 7.348 A

B-A 126 435 0.291 125 0.4 11.567 B

C-AB 2 680 0.003 2 0.0 5.308 A

C-A 564 564

A-B 67 67

A-C 308 308

StreamTotal Demand


RFCThroughput


B-C 4 470 0.008 4 0.0 7.719 A

B-A 151 405 0.373 150 0.6 14.102 B

C-AB 3 663 0.004 3 0.0 5.454 A

C-A 673 673

A-B 80 80

A-C 368 368

StreamTotal Demand


RFCThroughput


B-C 4 434 0.010 4 0.0 8.385 A

B-A 185 364 0.508 183 1.0 19.761 C

C-AB 3 638 0.005 3 0.0 5.670 A

C-A 825 825

A-B 98 98

A-C 450 450

StreamTotal Demand


RFCThroughput


B-C 4 433 0.010 4 0.0 8.401 A

B-A 185 364 0.508 185 1.0 20.094 C

C-AB 3 638 0.005 3 0.0 5.670 A

C-A 825 825

A-B 98 98

A-C 450 450

StreamTotal Demand


RFCThroughput


B-C 4 469 0.008 4 0.0 7.735 A

B-A 151 405 0.373 153 0.6 14.365 B

C-AB 3 663 0.004 3 0.0 5.456 A

C-A 673 673

A-B 80 80

A-C 368 368


5

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 3 492 0.006 3 0.0 7.363 A

B-A 126 435 0.291 127 0.4 11.747 B

C-AB 2 680 0.003 2 0.0 5.310 A

C-A 564 564

A-B 67 67

A-C 308 308


6

DO SOMETHING , AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown




HV Percentages 2.00


A ü 529 100.000

B ü 141 100.000

C ü 896 100.000

Demand (PCU/hr)

To

From

A B C

A 0 106 423

B 141 0 0

C 892 4 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


7

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00


B-C 0.00 0.00 0.0 A

B-A 0.46 19.75 0.8 C

C-AB 0.01 5.76 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 0 493 0.000 0 0.0 0.000 A

B-A 106 417 0.255 105 0.3 11.493 B

C-AB 3 675 0.004 3 0.0 5.359 A

C-A 672 672

A-B 80 80

A-C 318 318

StreamTotal Demand


RFCThroughput


B-C 0 471 0.000 0 0.0 0.000 A

B-A 127 383 0.331 126 0.5 13.974 B

C-AB 4 656 0.005 4 0.0 5.519 A

C-A 802 802

A-B 95 95

A-C 380 380

StreamTotal Demand


RFCThroughput


B-C 0 438 0.000 0 0.0 0.000 A

B-A 155 337 0.460 154 0.8 19.487 C

C-AB 4 630 0.007 4 0.0 5.756 A

C-A 982 982

A-B 117 117

A-C 466 466

StreamTotal Demand


RFCThroughput


B-C 0 438 0.000 0 0.0 0.000 A

B-A 155 337 0.460 155 0.8 19.754 C

C-AB 4 630 0.007 4 0.0 5.756 A

C-A 982 982

A-B 117 117

A-C 466 466


8

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 0 470 0.000 0 0.0 0.000 A

B-A 127 383 0.331 128 0.5 14.175 B

C-AB 4 656 0.005 4 0.0 5.521 A

C-A 802 802

A-B 95 95

A-C 380 380

StreamTotal Demand


RFCThroughput


B-C 0 492 0.000 0 0.0 0.000 A

B-A 106 417 0.255 107 0.3 11.638 B

C-AB 3 675 0.004 3 0.0 5.361 A

C-A 672 672

A-B 80 80

A-C 318 318


9

Filename: 4.0_DONCASTER ROAD ARMTHORPE LANE.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\01_PICADY Report generation date: 03/03/2020 15:23:53

»DO MINIMUM, AM »DO SOMETHING, AM



Version: 9.0.1.4646 []





AM


DO MINIMUM

Stream B-C 0.0 0.00 0.00 A

Stream B-A 0.9 22.39 0.49 C

Stream C-AB 0.0 5.81 0.01 A

DO SOMETHING

Stream B-C 0.0 0.00 0.00 A

Stream B-A 0.9 22.45 0.49 C

Stream C-AB 0.0 5.70 0.01 A



File summary

Units

File Description

Title (untitled)

Location

Site number

Date 14/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1




Analysis Options

Demand Set Summary



0.85 36.00 20.00





A1 100.000


2

DO MINIMUM, AM


Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry








PCUs or Vehs.




Left Normal/unknown


A untitled Major

B untitled Minor

C untitled Major

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

C 9.32 59.9 ü 0.00

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 6.86 4.53 2.97 2.63 ü 1.00 0 0


Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 527 0.082 0.208 0.131 0.297

1 B-C 579 0.076 0.192 - -

1 C-B 609 0.202 0.202 - -


3

Traffic Demand

Demand Set Details



Vehicle Mix




HV Percentages 2.00


A ü 915 100.000

B ü 140 100.000

C ü 278 100.000

Demand (PCU/hr)

To

From

A B C

A 0 270 645

B 140 0 0

C 275 3 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


4



Results



08:00 - 08:15


08:00-08:15

A 689 689

B 105 105

C 209 209

08:15-08:30

A 823 823

B 126 126

C 250 250

08:30-08:45

A 1007 1007

B 154 154

C 306 306

08:45-09:00

A 1007 1007

B 154 154

C 306 306

09:00-09:15

A 823 823

B 126 126

C 250 250

09:15-09:30

A 689 689

B 105 105

C 209 209


B-C 0.00 0.00 0.0 A

B-A 0.49 22.39 0.9 C

C-AB 0.01 5.81 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 0 438 0.000 0 0.0 0.000 A

B-A 105 382 0.276 104 0.4 12.890 B

C-AB 3 623 0.005 3 0.0 5.812 A

C-A 206 206

A-B 203 203

A-C 486 486


5

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 0 409 0.000 0 0.0 0.000 A

B-A 126 354 0.356 125 0.5 15.715 C

C-AB 4 629 0.007 4 0.0 5.762 A

C-A 245 245

A-B 243 243

A-C 580 580

StreamTotal Demand


RFCThroughput


B-C 0 368 0.000 0 0.0 0.000 A

B-A 154 315 0.490 153 0.9 22.012 C

C-AB 6 640 0.010 6 0.0 5.680 A

C-A 300 300

A-B 297 297

A-C 710 710

StreamTotal Demand


RFCThroughput


B-C 0 368 0.000 0 0.0 0.000 A

B-A 154 315 0.490 154 0.9 22.391 C

C-AB 6 640 0.010 6 0.0 5.682 A

C-A 300 300

A-B 297 297

A-C 710 710

StreamTotal Demand


RFCThroughput


B-C 0 408 0.000 0 0.0 0.000 A

B-A 126 354 0.356 127 0.6 16.014 C

C-AB 4 629 0.007 4 0.0 5.765 A

C-A 245 245

A-B 243 243

A-C 580 580

StreamTotal Demand


RFCThroughput


B-C 0 437 0.000 0 0.0 0.000 A

B-A 105 382 0.276 106 0.4 13.096 B

C-AB 3 623 0.005 3 0.0 5.814 A

C-A 206 206

A-B 203 203

A-C 486 486


6

DO SOMETHING, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown




HV Percentages 2.00


A ü 911 100.000

B ü 138 100.000

C ü 296 100.000

Demand (PCU/hr)

To

From

A B C

A 0 262 649

B 138 0 0

C 294 2 0


To

From

A B C

A 0 0 0

B 0 0 0

C 0 0 0


7



Results



08:00 - 08:15


08:00-08:15

A 686 686

B 104 104

C 223 223

08:15-08:30

A 819 819

B 124 124

C 266 266

08:30-08:45

A 1003 1003

B 152 152

C 326 326

08:45-09:00

A 1003 1003

B 152 152

C 326 326

09:00-09:15

A 819 819

B 124 124

C 266 266

09:15-09:30

A 686 686

B 104 104

C 223 223


B-C 0.00 0.00 0.0 A

B-A 0.49 22.45 0.9 C

C-AB 0.01 5.70 0.0 A

C-A

A-B

A-C

StreamTotal Demand


RFCThroughput


B-C 0 438 0.000 0 0.0 0.000 A

B-A 104 380 0.273 102 0.4 12.903 B

C-AB 2 634 0.004 2 0.0 5.700 A

C-A 221 221

A-B 197 197

A-C 489 489


8

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand


RFCThroughput


B-C 0 409 0.000 0 0.0 0.000 A

B-A 124 351 0.353 123 0.5 15.741 C

C-AB 3 643 0.005 3 0.0 5.628 A

C-A 263 263

A-B 236 236

A-C 583 583

StreamTotal Demand


RFCThroughput


B-C 0 368 0.000 0 0.0 0.000 A

B-A 152 312 0.487 150 0.9 22.068 C

C-AB 4 657 0.007 4 0.0 5.516 A

C-A 322 322

A-B 288 288

A-C 715 715

StreamTotal Demand


RFCThroughput


B-C 0 368 0.000 0 0.0 0.000 A

B-A 152 312 0.487 152 0.9 22.446 C

C-AB 4 657 0.007 4 0.0 5.516 A

C-A 322 322

A-B 288 288

A-C 715 715

StreamTotal Demand


RFCThroughput


B-C 0 409 0.000 0 0.0 0.000 A

B-A 124 351 0.353 126 0.6 16.035 C

C-AB 3 643 0.005 3 0.0 5.630 A

C-A 263 263

A-B 236 236

A-C 583 583

StreamTotal Demand


RFCThroughput


B-C 0 438 0.000 0 0.0 0.000 A

B-A 104 380 0.273 105 0.4 13.108 B

C-AB 2 634 0.004 2 0.0 5.700 A

C-A 221 221

A-B 197 197

A-C 489 489


9

Filename: 1.0_Armthorpe Rd Leger Way A18 -Lane Simulation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\02_ARCADY Report generation date: 03/03/2020 15:52:11

»DO MINIMUM, PM »DO SOMETHING, PM


Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.1.4646 []





PM


[Lane Simulation] - DO MINIMUM

Arm 1 5.9 34.68 D

Arm 2 1.0 7.60 A

Arm 3 3.3 13.95 B

Arm 4 139.7 811.82 F

[Lane Simulation] - DO SOMETHING

Arm 1 4.2 26.01 D

Arm 2 1.0 7.59 A

Arm 3 2.9 12.53 B

Arm 4 181.4 1005.66 F


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

averages for all movements, including movements with zero delay.

File summary

File Description

Title Armthorpe Road Junction - Lane Simulation Mode

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units


Analysis Options

Lane Simulation options

Demand Set Summary



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

Stop criteria

(%)

Stop criteria time

(s)

Stop criteria number of

trials

Random seed

Results refresh speed

(s)

Individual vehicle animation number of

trials

Use crossings quick response

Last run random seed

Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 76789577 238 27.84

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

D1 DO MINIMUM PM ONE HOUR 08:00 09:30 15 ü

D2 DO SOMETHING PM ONE HOUR 08:00 09:30 15 ü


2


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

A1 ü ü 100.000 100.000


3

DO MINIMUM, PM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry


Roundabout Slope and Intercept used in model

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

Lane Simulation: Arm options


Warning Lane Simulation A1 - [Lane Simulation]This analysis set uses Lane Simulation mode. This is provided as an investigative tool and the user should

apply judgement when interpreting the results.

Last

RunLane Simulation

Arm 4 - Lane

SimulationArm 4: Queue at end of modelled period is greater than 10 PCU. Delay is likely to have been underestimated.

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

1 untitled Standard Roundabout 1,2,3,4 246.43 F


Left Normal/unknown

Arm Name Description

1 A18 (North)

2 Armthorpe Road (East)

3 A18 (South)

4 Armthorpe Road (West)

ArmV - Approach road half-

width (m)E - Entry width

(m)l' - Effective flare

length (m)R - Entry radius

(m)D - Inscribed circle

diameter (m)PHI - Conflict (entry)

angle (deg)Exit only

1 3.39 8.12 17.9 31.5 38.3 25.6

2 3.57 8.04 17.5 10.1 44.6 32.7

3 4.19 7.76 19.6 9.3 56.7 35.9

4 4.06 6.12 13.6 10.6 56.4 33.6

Arm Final slope Final intercept (PCU/hr)

1 0.689 1864

2 0.616 1722

3 0.573 1802

4 0.537 1560

Arm Lane capacity source Traffic Considering Secondary Lanes (%)

1 Evenly split 10.00





4

Lanes

Entry Lane slope and intercept

Lane Movements

Traffic Demand

Demand Set Details


Arm Lane level Lane Destination arms Has limited storage Storage (PCU) Minimum capacity (PCU/hr) Maximum capacity (PCU/hr)

11 [Give-way line]

1 2,3 ü 3.25 0 99999

2 1,4 ü 2.60 0 99999

2 1 (1,2,3,4) Infinity

21 [Give-way line]

1 3,4 ü 4.30 0 99999

2 1,2 ü 4.10 0 99999

2 1 (1,2,3,4) Infinity

31 [Give-way line]

1 1,4 ü 4.00 0 99999

2 2,3 ü 3.13 0 99999

2 1 (1,2,3,4) Infinity

41 [Give-way line]

1 1,2 ü 4.52 0 99999

2 3,4 ü 3.89 0 99999

2 1 (1,2,3,4) Infinity

Arm Lane level Lane Final slope Final intercept (PCU/hr)

1 1 [Give-way line]1 0.344 932

2 0.344 932

2 1 [Give-way line]1 0.308 861

2 0.308 861

3 1 [Give-way line]1 0.286 901

2 0.286 901

4 1 [Give-way line]1 0.268 780

2 0.268 780

Arm Lane Level LaneDestination arm

1 2 3 4

11 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

31 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

41 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü 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


5



Vehicle Mix



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

1 ONE HOUR ü 560 100.000

2 ONE HOUR ü 363 100.000

3 ONE HOUR ü 781 100.000

4 ONE HOUR ü 680 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 85 455 20

2 215 0 0 148

3 433 335 0 13

4 279 352 49 0

Proportions

To

From

1 2 3 4

1 0.00 0.15 0.81 0.04

2 0.59 0.00 0.00 0.41

3 0.55 0.43 0.00 0.02

4 0.41 0.52 0.07 0.00


To

From

1 2 3 4

1 0 0 1 0

2 0 0 0 0

3 3 6 0 0

4 3 0 0 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.000 1.010 1.000

2 1.000 1.000 1.000 1.000

3 1.030 1.060 1.000 1.000

4 1.030 1.000 1.000 1.000


08:00-08:15

1 422 422

2 273 273

3 588 588

4 512 512

08:15-08:30

1 503 503

2 326 326

3 702 702

4 611 611

08:30-08:45

1 617 617

2 400 400

3 860 860

4 749 749

08:45-09:00

1 617 617

2 400 400

3 860 860

4 749 749

09:00-09:15

1 503 503

2 326 326

3 702 702

4 611 611

09:15-09:30

1 422 422

2 273 273

3 588 588

4 512 512


6

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

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

(PCU/hr)Total Junction Arrivals (PCU)

1 34.68 5.9 D 516 773

2 7.60 1.0 A 334 500

3 13.95 3.3 B 712 1067

4 811.82 139.7 F 627 940

ArmTotal Demand

(PCU/hr)Junction

Arrivals (PCU)Circulating

flow (PCU/hr)Throughput

(PCU/hr)

Throughput (exit side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 424 106 550 425 694 0.0 1.3 9.950 A

2 273 68 395 274 580 0.0 0.4 5.815 A

3 585 146 290 584 380 0.0 1.3 7.472 A

4 512 128 738 507 136 0.0 4.6 24.800 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 508 127 632 508 816 1.3 2.3 15.267 C

2 329 82 474 329 666 0.4 0.6 6.484 A

3 698 175 350 701 453 1.3 1.7 9.389 A

4 607 152 885 562 165 4.6 18.1 80.507 F

ArmTotal Demand

(PCU/hr)Junction

Arrivals (PCU)Circulating flow

(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 613 153 681 616 927 2.3 5.4 29.490 D

2 403 101 558 402 738 0.6 1.0 7.604 A

3 853 213 422 858 538 1.7 2.9 13.465 B

4 753 188 1082 525 198 18.1 72.5 309.614 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 624 156 674 629 913 5.4 5.9 34.679 D

2 399 100 571 400 732 1.0 0.8 7.515 A

3 845 211 424 843 547 2.9 3.3 13.946 B

4 754 188 1062 526 205 72.5 130.0 675.442 F


7

09:00 - 09:15

09:15 - 09:30

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

Lanes: Main Results for each time segment

08:00 - 08:15

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 509 127 644 503 816 5.9 2.7 19.113 C

2 324 81 470 323 676 0.8 0.6 6.614 A

3 690 172 340 689 454 3.3 2.0 9.751 A

4 619 155 866 594 163 130.0 139.7 811.822 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 416 104 618 416 753 2.7 1.4 11.850 B

2 274 68 395 273 639 0.6 0.4 6.200 A

3 599 150 287 599 381 2.0 1.2 7.669 A

4 516 129 749 622 137 139.7 112.0 636.373 F

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 408 742 0.550 409 0.0 1.1 8.487 A

2 1,4 16 742 0.022 16 0.0 0.0 4.885 A

2 1 (1,2,3,4) 424 424 0.0 0.2 1.590 A

Exit 1 1 694 694 0.0 0.0 0.000 A

2Entry

11 3,4 110 739 0.149 111 0.0 0.1 5.509 A

2 1,2 162 739 0.220 164 0.0 0.3 5.989 A

2 1 (1,2,3,4) 273 273 0.0 0.0 0.018 A

Exit 1 1 580 580 0.0 0.0 0.000 A

3Entry

11 1,4 334 818 0.409 332 0.0 0.8 7.289 A

2 2,3 251 818 0.306 251 0.0 0.4 6.396 A

2 1 (1,2,3,4) 585 585 0.0 0.1 0.556 A

Exit 1 1 380 380 0.0 0.0 0.000 A

4Entry

11 1,2 472 582 0.811 470 0.0 2.6 16.464 C

2 3,4 36 582 0.062 36 0.0 0.1 6.495 A

2 1 (1,2,3,4) 512 508 0.0 1.9 8.936 A

Exit 1 1 136 136 0.0 0.0 0.000 A


8

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 488 714 0.682 487 1.1 1.5 10.671 B

2 1,4 20 714 0.028 20 0.0 0.0 5.493 A

2 1 (1,2,3,4) 508 508 0.2 0.8 4.768 A

Exit 1 1 816 816 0.0 0.0 0.000 A

2Entry

11 3,4 133 715 0.186 133 0.1 0.2 6.122 A

2 1,2 196 715 0.275 196 0.3 0.4 6.683 A

2 1 (1,2,3,4) 329 329 0.0 0.0 0.028 A

Exit 1 1 666 666 0.0 0.0 0.000 A

3Entry

11 1,4 402 801 0.501 401 0.8 1.0 8.822 A

2 2,3 298 801 0.372 299 0.4 0.5 7.020 A

2 1 (1,2,3,4) 698 700 0.1 0.2 1.321 A

Exit 1 1 453 453 0.0 0.0 0.000 A

4Entry

11 1,2 520 542 0.959 520 2.6 3.7 24.255 C

2 3,4 42 542 0.078 43 0.1 0.1 7.311 A

2 1 (1,2,3,4) 607 562 1.9 14.3 57.227 F

Exit 1 1 165 165 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 597 698 0.855 596 1.5 2.2 12.919 B

2 1,4 20 698 0.029 20 0.0 0.1 5.231 A

2 1 (1,2,3,4) 613 617 0.8 3.2 16.779 C

Exit 1 1 927 927 0.0 0.0 0.000 A

2Entry

11 3,4 165 689 0.240 165 0.2 0.3 6.766 A

2 1,2 238 689 0.345 237 0.4 0.6 7.982 A

2 1 (1,2,3,4) 403 403 0.0 0.0 0.111 A

Exit 1 1 738 738 0.0 0.0 0.000 A

3Entry

11 1,4 487 780 0.624 487 1.0 1.4 10.502 B

2 2,3 371 780 0.476 371 0.5 0.9 8.151 A

2 1 (1,2,3,4) 853 858 0.2 0.6 3.948 A

Exit 1 1 538 538 0.0 0.0 0.000 A

4Entry

11 1,2 487 490 0.995 487 3.7 4.0 28.645 D

2 3,4 38 490 0.078 38 0.1 0.1 8.468 A

2 1 (1,2,3,4) 753 525 14.3 68.4 282.170 F

Exit 1 1 198 198 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 603 700 0.862 605 2.2 2.1 13.248 B

2 1,4 24 700 0.034 24 0.1 0.0 5.492 A

2 1 (1,2,3,4) 624 627 3.2 3.8 21.748 C

Exit 1 1 913 913 0.0 0.0 0.000 A

2Entry

11 3,4 165 685 0.241 166 0.3 0.3 6.780 A

2 1,2 234 685 0.341 234 0.6 0.5 7.871 A

2 1 (1,2,3,4) 399 399 0.0 0.0 0.097 A

Exit 1 1 732 732 0.0 0.0 0.000 A

3Entry

11 1,4 478 779 0.613 477 1.4 1.4 10.607 B

2 2,3 367 779 0.470 366 0.9 0.9 8.260 A

2 1 (1,2,3,4) 845 844 0.6 1.0 4.331 A

Exit 1 1 547 547 0.0 0.0 0.000 A

4Entry

11 1,2 489 495 0.988 489 4.0 4.0 29.344 D

2 3,4 36 495 0.073 37 0.1 0.0 8.306 A

2 1 (1,2,3,4) 754 525 68.4 126.0 649.233 F

Exit 1 1 205 205 0.0 0.0 0.000 A


9

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 487 710 0.685 486 2.1 1.6 11.335 B

2 1,4 17 710 0.024 17 0.0 0.0 5.294 A

2 1 (1,2,3,4) 509 504 3.8 1.0 8.053 A

Exit 1 1 816 816 0.0 0.0 0.000 A

2Entry

11 3,4 133 716 0.186 134 0.3 0.2 6.211 A

2 1,2 190 716 0.266 190 0.5 0.4 6.866 A

2 1 (1,2,3,4) 324 324 0.0 0.0 0.016 A

Exit 1 1 676 676 0.0 0.0 0.000 A

3Entry

11 1,4 395 803 0.491 394 1.4 1.1 8.893 A

2 2,3 295 803 0.367 295 0.9 0.7 7.181 A

2 1 (1,2,3,4) 690 690 1.0 0.2 1.605 A

Exit 1 1 454 454 0.0 0.0 0.000 A

4Entry

11 1,2 550 547 1.005 551 4.0 4.0 26.583 D

2 3,4 43 547 0.079 43 0.0 0.1 7.807 A

2 1 (1,2,3,4) 619 594 126.0 135.6 789.557 F

Exit 1 1 163 163 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 402 719 0.559 402 1.6 1.1 9.644 A

2 1,4 14 719 0.019 14 0.0 0.0 5.011 A

2 1 (1,2,3,4) 416 416 1.0 0.3 2.411 A

Exit 1 1 753 753 0.0 0.0 0.000 A

2Entry

11 3,4 114 739 0.154 113 0.2 0.2 5.889 A

2 1,2 160 739 0.216 160 0.4 0.2 6.391 A

2 1 (1,2,3,4) 274 274 0.0 0.0 0.015 A

Exit 1 1 639 639 0.0 0.0 0.000 A

3Entry

11 1,4 346 819 0.423 346 1.1 0.6 7.570 A

2 2,3 253 819 0.309 253 0.7 0.4 6.425 A

2 1 (1,2,3,4) 599 599 0.2 0.1 0.595 A

Exit 1 1 381 381 0.0 0.0 0.000 A

4Entry

11 1,2 579 579 1.000 579 4.0 4.0 24.676 C

2 3,4 43 579 0.074 43 0.1 0.1 7.003 A

2 1 (1,2,3,4) 516 622 135.6 107.9 618.479 F

Exit 1 1 137 137 0.0 0.0 0.000 A


10

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




Last

RunLane Simulation

Arm 4 - Lane





Left Normal/unknown






1 ONE HOUR ü 505 100.000

2 ONE HOUR ü 396 100.000

3 ONE HOUR ü 775 100.000

4 ONE HOUR ü 723 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 90 400 15

2 235 0 0 161

3 386 376 0 13

4 283 391 49 0

Proportions

To

From

1 2 3 4

1 0.00 0.18 0.79 0.03

2 0.59 0.00 0.00 0.41

3 0.50 0.49 0.00 0.02

4 0.39 0.54 0.07 0.00


11



Results



To

From

1 2 3 4

1 0 0 0 0

2 0 0 0 0

3 1 2 0 0

4 1 0 0 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000

3 1.010 1.020 1.000 1.000

4 1.010 1.000 1.000 1.000


08:00-08:15

1 380 380

2 298 298

3 583 583

4 544 544

08:15-08:30

1 454 454

2 356 356

3 697 697

4 650 650

08:30-08:45

1 556 556

2 436 436

3 853 853

4 796 796

08:45-09:00

1 556 556

2 436 436

3 853 853

4 796 796

09:00-09:15

1 454 454

2 356 356

3 697 697

4 650 650

09:15-09:30

1 380 380

2 298 298

3 583 583

4 544 544



1 26.01 4.2 D 463 695

2 7.59 1.0 A 362 543

3 12.53 2.9 B 714 1071

4 1005.66 181.4 F 665 997


12


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 374 94 608 372 677 0.0 1.1 8.978 A

2 293 73 342 295 638 0.0 0.5 5.824 A

3 585 146 305 584 332 0.0 1.1 6.957 A

4 543 136 748 538 141 0.0 6.3 31.960 D

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 457 114 678 455 778 1.1 1.8 13.589 B

2 358 89 412 358 722 0.5 0.6 6.624 A

3 688 172 370 687 399 1.1 1.7 8.215 A

4 652 163 887 570 171 6.3 27.7 114.218 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 558 140 741 556 892 1.8 4.2 23.752 C

2 434 108 490 432 807 0.6 1.0 7.449 A

3 858 214 448 867 474 1.7 2.6 11.978 B

4 798 200 1109 525 206 27.7 92.9 414.699 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 554 139 745 549 884 4.2 4.1 26.010 D

2 436 109 489 435 805 1.0 0.9 7.586 A

3 859 215 452 860 473 2.6 2.9 12.532 B

4 793 198 1100 529 212 92.9 159.9 839.350 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 455 114 695 460 788 4.1 1.5 15.115 C

2 351 88 419 351 735 0.9 0.6 6.720 A

3 705 176 365 707 405 2.9 1.6 8.993 A

4 655 164 907 575 164 159.9 181.4 1005.659 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 383 96 657 385 726 1.5 1.1 10.901 B

2 300 75 359 299 683 0.6 0.6 6.069 A

3 588 147 309 584 349 1.6 1.3 7.284 A

4 545 136 754 628 139 181.4 163.8 782.754 F


13



08:00 - 08:15

08:15 - 08:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 363 722 0.503 362 0.0 1.0 8.061 A

2 1,4 10 722 0.014 10 0.0 0.0 4.816 A

2 1 (1,2,3,4) 374 373 0.0 0.2 1.000 A

Exit 1 1 677 677 0.0 0.0 0.000 A

2Entry

11 3,4 120 756 0.159 121 0.0 0.2 5.455 A

2 1,2 173 756 0.229 174 0.0 0.3 6.049 A

2 1 (1,2,3,4) 293 293 0.0 0.0 0.016 A

Exit 1 1 638 638 0.0 0.0 0.000 A

3Entry

11 1,4 299 813 0.367 299 0.0 0.6 6.803 A

2 2,3 286 813 0.351 286 0.0 0.5 6.369 A

2 1 (1,2,3,4) 585 585 0.0 0.0 0.362 A

Exit 1 1 332 332 0.0 0.0 0.000 A

4Entry

11 1,2 500 579 0.863 501 0.0 2.8 18.081 C

2 3,4 37 579 0.064 37 0.0 0.1 6.107 A

2 1 (1,2,3,4) 543 537 0.0 3.4 14.500 B

Exit 1 1 141 141 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 443 698 0.635 443 1.0 1.4 10.386 B

2 1,4 13 698 0.018 12 0.0 0.0 5.110 A

2 1 (1,2,3,4) 457 456 0.2 0.5 3.340 A

Exit 1 1 778 778 0.0 0.0 0.000 A

2Entry

11 3,4 147 734 0.200 146 0.2 0.3 6.256 A

2 1,2 211 734 0.288 212 0.3 0.4 6.816 A

2 1 (1,2,3,4) 358 358 0.0 0.0 0.036 A

Exit 1 1 722 722 0.0 0.0 0.000 A

3Entry

11 1,4 353 795 0.444 354 0.6 0.7 7.795 A

2 2,3 334 795 0.421 334 0.5 0.7 7.064 A

2 1 (1,2,3,4) 688 687 0.0 0.2 0.765 A

Exit 1 1 399 399 0.0 0.0 0.000 A

4Entry

11 1,2 535 542 0.987 533 2.8 3.9 24.776 C

2 3,4 37 542 0.069 37 0.1 0.1 7.412 A

2 1 (1,2,3,4) 652 572 3.4 23.7 90.247 F

Exit 1 1 171 171 0.0 0.0 0.000 A


14

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 542 677 0.801 539 1.4 2.0 12.624 B

2 1,4 16 677 0.024 16 0.0 0.0 5.518 A

2 1 (1,2,3,4) 558 558 0.5 2.1 11.303 B

Exit 1 1 892 892 0.0 0.0 0.000 A

2Entry

11 3,4 177 710 0.249 176 0.3 0.3 6.534 A

2 1,2 257 710 0.361 256 0.4 0.6 7.882 A

2 1 (1,2,3,4) 434 434 0.0 0.0 0.118 A

Exit 1 1 807 807 0.0 0.0 0.000 A

3Entry

11 1,4 439 772 0.569 442 0.7 1.1 9.899 A

2 2,3 421 772 0.545 425 0.7 0.8 8.398 A

2 1 (1,2,3,4) 858 860 0.2 0.7 2.800 A

Exit 1 1 474 474 0.0 0.0 0.000 A

4Entry

11 1,2 488 482 1.011 488 3.9 4.0 28.894 D

2 3,4 37 482 0.076 37 0.1 0.1 8.086 A

2 1 (1,2,3,4) 798 524 23.7 88.8 386.893 F

Exit 1 1 206 206 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 534 675 0.790 532 2.0 2.0 13.039 B

2 1,4 16 675 0.024 17 0.0 0.0 5.192 A

2 1 (1,2,3,4) 554 550 2.1 2.1 13.198 B

Exit 1 1 884 884 0.0 0.0 0.000 A

2Entry

11 3,4 180 710 0.254 180 0.3 0.3 6.892 A

2 1,2 256 710 0.360 255 0.6 0.6 7.836 A

2 1 (1,2,3,4) 436 436 0.0 0.0 0.140 A

Exit 1 1 805 805 0.0 0.0 0.000 A

3Entry

11 1,4 441 771 0.571 443 1.1 1.1 9.873 A

2 2,3 419 771 0.543 417 0.8 1.1 8.753 A

2 1 (1,2,3,4) 859 859 0.7 0.7 3.204 A

Exit 1 1 473 473 0.0 0.0 0.000 A

4Entry

11 1,2 490 485 1.012 490 4.0 4.0 29.262 D

2 3,4 38 485 0.079 38 0.1 0.1 8.431 A

2 1 (1,2,3,4) 793 529 88.8 155.8 813.361 F

Exit 1 1 212 212 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 444 693 0.640 446 2.0 1.2 10.859 B

2 1,4 14 693 0.020 14 0.0 0.0 5.266 A

2 1 (1,2,3,4) 455 458 2.1 0.3 4.503 A

Exit 1 1 788 788 0.0 0.0 0.000 A

2Entry

11 3,4 139 732 0.190 139 0.3 0.2 6.239 A

2 1,2 212 732 0.290 212 0.6 0.4 6.996 A

2 1 (1,2,3,4) 351 351 0.0 0.0 0.032 A

Exit 1 1 735 735 0.0 0.0 0.000 A

3Entry

11 1,4 362 796 0.455 361 1.1 0.8 8.272 A

2 2,3 344 796 0.432 346 1.1 0.6 7.481 A

2 1 (1,2,3,4) 705 706 0.7 0.1 1.122 A

Exit 1 1 405 405 0.0 0.0 0.000 A

4Entry

11 1,2 535 536 0.998 535 4.0 4.0 27.025 D

2 3,4 40 536 0.075 40 0.1 0.1 7.934 A

2 1 (1,2,3,4) 655 575 155.8 177.3 984.992 F

Exit 1 1 164 164 0.0 0.0 0.000 A


15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 373 706 0.528 374 1.2 0.9 9.306 A

2 1,4 10 706 0.015 11 0.0 0.0 5.016 A

2 1 (1,2,3,4) 383 383 0.3 0.1 1.743 A

Exit 1 1 726 726 0.0 0.0 0.000 A

2Entry

11 3,4 119 750 0.158 118 0.2 0.2 5.647 A

2 1,2 182 750 0.242 181 0.4 0.3 6.329 A

2 1 (1,2,3,4) 300 300 0.0 0.0 0.015 A

Exit 1 1 683 683 0.0 0.0 0.000 A

3Entry

11 1,4 306 812 0.377 306 0.8 0.6 7.067 A

2 2,3 281 812 0.346 278 0.6 0.6 6.590 A

2 1 (1,2,3,4) 588 587 0.1 0.1 0.450 A

Exit 1 1 349 349 0.0 0.0 0.000 A

4Entry

11 1,2 587 577 1.017 588 4.0 4.0 24.895 C

2 3,4 41 577 0.070 41 0.1 0.0 7.060 A

2 1 (1,2,3,4) 545 628 177.3 159.8 772.423 F

Exit 1 1 139 139 0.0 0.0 0.000 A


16

Filename: 2.0_A630 Yorkshire Way_Lane Simulation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\02_ARCADY Report generation date: 03/03/2020 15:53:03




Version: 9.0.1.4646 []





PM



Arm 1 2.1 8.00 A

Arm 2 5.4 11.80 B

Arm 3 33.6 126.51 F


Arm 1 2.0 7.94 A

Arm 2 8.1 18.14 C

Arm 3 37.2 145.95 F




File summary

Units

File Description

Title Yorkshire Way / A630

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1




Analysis Options


Demand Set Summary


Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)

Stop criteria time (s)


trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 374536518 507 68.61





A1 ü ü 100.000 100.000


2

DO MINIMUM, PM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry









1 untitled Standard Roundabout 1,2,3 41.25 E


Left Normal/unknown


1 West Moor Lane

2 Yorkshire Way

3 A630 (West)








1 3.77 9.19 11.7 30.1 69.5 24.0

2 4.35 7.93 23.1 24.1 69.5 17.0

3 4.86 7.70 5.3 38.7 69.5 17.1


1 0.544 1871

2 0.592 2152

3 0.558 1912






3

Lanes


Lane Movements

Traffic Demand

Demand Set Details




11 [Give-way line]

1 2 ü 5.50 0 99999

2 1,2,3 ü 5.00 0 99999

2 1 (1,2,3) Infinity

21 [Give-way line]

1 1,3 ü 4.00 0 99999

2 1,2 ü 4.00 0 99999


31 [Give-way line]

1 1 ü 1.00 0 99999

2 2,3 ü 3.00 0 99999



1 1 [Give-way line]1 0.272 936

2 0.272 936

2 1 [Give-way line]1 0.296 1076

2 0.296 1076

3 1 [Give-way line]1 0.279 956

2 0.279 956


1 2 3

11 [Give-way line]

1 ü

2 ü ü ü

2 1 ü ü ü

21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü

31 [Give-way line]

1 ü

2 ü ü

2 1 ü ü ü






1 ONE HOUR ü 824 100.000

2 ONE HOUR ü 1339 100.000

3 ONE HOUR ü 785 100.000


4

Vehicle Mix

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

Demand (PCU/hr)

To

From

1 2 3

1 0 728 96

2 932 0 407

3 236 549 0


To

From

1 2 3

1 0 3 0

2 2 0 26

3 7 32 0



1 8.00 2.1 A 755 1132

2 11.80 5.4 B 1230 1845

3 126.51 33.6 F 719 1079

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 613 153 417 613 883 0.0 1.0 5.465 A

2 1012 253 72 1015 958 0.0 1.7 5.998 A

3 589 147 706 593 382 0.0 2.4 13.418 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 744 186 494 742 1045 1.0 1.4 6.399 A

2 1204 301 86 1204 1150 1.7 2.6 7.438 A

3 706 177 836 703 455 2.4 5.4 23.909 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 902 226 565 904 1267 1.4 1.9 7.743 A

2 1476 369 106 1472 1364 2.6 5.4 11.501 B

3 860 215 1023 809 555 5.4 21.8 67.004 F


5

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15



16:45 - 17:00

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 902 226 585 902 1276 1.9 2.1 8.002 A

2 1479 370 106 1477 1381 5.4 5.0 11.798 B

3 873 218 1028 834 554 21.8 33.6 126.511 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 748 187 535 750 1068 2.1 1.5 6.786 A

2 1204 301 87 1205 1199 5.0 2.6 7.703 A

3 703 176 836 767 455 33.6 12.4 93.634 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 620 155 413 620 877 1.5 1.0 5.745 A

2 1004 251 71 1004 962 2.6 1.7 6.034 A

3 584 146 701 589 374 12.4 2.6 24.627 C

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 287 822 0.349 288 0.0 0.4 5.330 A

2 1,2,3 326 822 0.396 326 0.0 0.6 5.578 A

2 1 (1,2,3) 613 613 0.0 0.0 0.002 A

Exit 1 1 883 883 0.0 0.0 0.000 A

2Entry

11 1,3 584 1055 0.554 586 0.0 1.0 6.041 A

2 1,2 429 1055 0.407 429 0.0 0.6 4.826 A

2 1 (1,2,3) 1012 1013 0.0 0.1 0.502 A

Exit 1 1 958 958 0.0 0.0 0.000 A

3Entry

11 1 177 759 0.233 177 0.0 0.3 4.871 A

2 2,3 415 759 0.546 417 0.0 1.1 9.079 A

2 1 (1,2,3) 589 592 0.0 1.0 5.779 A

Exit 1 1 382 382 0.0 0.0 0.000 A


6

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 353 801 0.440 352 0.4 0.6 6.194 A

2 1,2,3 391 801 0.488 390 0.6 0.8 6.557 A

2 1 (1,2,3) 744 744 0.0 0.0 0.013 A

Exit 1 1 1045 1045 0.0 0.0 0.000 A

2Entry

11 1,3 687 1051 0.654 688 1.0 1.4 6.775 A

2 1,2 516 1051 0.492 516 0.6 0.8 5.441 A

2 1 (1,2,3) 1204 1203 0.1 0.4 1.268 A

Exit 1 1 1150 1150 0.0 0.0 0.000 A

3Entry

11 1 209 723 0.289 209 0.3 0.3 5.276 A

2 2,3 494 723 0.684 494 1.1 1.5 10.766 B

2 1 (1,2,3) 706 703 1.0 3.5 15.013 C

Exit 1 1 455 455 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 431 782 0.551 433 0.6 0.9 7.440 A

2 1,2,3 471 782 0.603 472 0.8 1.1 7.864 A

2 1 (1,2,3) 902 902 0.0 0.0 0.080 A

Exit 1 1 1267 1267 0.0 0.0 0.000 A

2Entry

11 1,3 820 1045 0.785 819 1.4 2.0 8.093 A

2 1,2 654 1045 0.626 653 0.8 1.2 6.374 A

2 1 (1,2,3) 1476 1474 0.4 2.1 4.210 A

Exit 1 1 1364 1364 0.0 0.0 0.000 A

3Entry

11 1 244 671 0.364 243 0.3 0.4 5.590 A

2 2,3 567 671 0.845 565 1.5 2.2 12.772 B

2 1 (1,2,3) 860 811 3.5 19.2 56.654 F

Exit 1 1 555 555 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 431 776 0.555 430 0.9 1.0 7.708 A

2 1,2,3 471 776 0.606 471 1.1 1.1 8.115 A

2 1 (1,2,3) 902 902 0.0 0.0 0.080 A

Exit 1 1 1276 1276 0.0 0.0 0.000 A

2Entry

11 1,3 816 1045 0.781 814 2.0 2.0 8.203 A

2 1,2 662 1045 0.633 662 1.2 1.1 6.447 A

2 1 (1,2,3) 1479 1477 2.1 1.8 4.426 A

Exit 1 1 1381 1381 0.0 0.0 0.000 A

3Entry

11 1 249 669 0.372 248 0.4 0.4 5.756 A

2 2,3 584 669 0.873 585 2.2 2.1 13.274 B

2 1 (1,2,3) 873 833 19.2 31.1 115.874 F

Exit 1 1 554 554 0.0 0.0 0.000 A


7

17:45 - 18:00

18:00 - 18:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 353 790 0.447 354 1.0 0.7 6.549 A

2 1,2,3 396 790 0.501 396 1.1 0.8 6.952 A

2 1 (1,2,3) 748 749 0.0 0.0 0.024 A

Exit 1 1 1068 1068 0.0 0.0 0.000 A

2Entry

11 1,3 684 1050 0.651 685 2.0 1.4 6.869 A

2 1,2 520 1050 0.495 520 1.1 0.8 5.464 A

2 1 (1,2,3) 1204 1204 1.8 0.4 1.490 A

Exit 1 1 1199 1199 0.0 0.0 0.000 A

3Entry

11 1 231 723 0.319 231 0.4 0.4 5.430 A

2 2,3 535 723 0.740 535 2.1 1.7 12.087 B

2 1 (1,2,3) 703 766 31.1 10.4 83.958 F

Exit 1 1 455 455 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 290 823 0.353 290 0.7 0.5 5.588 A

2 1,2,3 330 823 0.401 330 0.8 0.5 5.882 A

2 1 (1,2,3) 620 620 0.0 0.0 0.001 A

Exit 1 1 877 877 0.0 0.0 0.000 A

2Entry

11 1,3 580 1055 0.549 579 1.4 1.0 5.972 A

2 1,2 425 1055 0.402 425 0.8 0.5 4.786 A

2 1 (1,2,3) 1004 1004 0.4 0.1 0.601 A

Exit 1 1 962 962 0.0 0.0 0.000 A

3Entry

11 1 176 761 0.231 176 0.4 0.3 5.129 A

2 2,3 413 761 0.543 413 1.7 1.1 10.044 B

2 1 (1,2,3) 584 588 10.4 1.2 16.340 C

Exit 1 1 374 374 0.0 0.0 0.000 A


8

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





1 untitled Standard Roundabout 1,2,3 47.01 E


Left Normal/unknown






1 ONE HOUR ü 825 100.000

2 ONE HOUR ü 1464 100.000

3 ONE HOUR ü 751 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 729 96

2 1049 0 415

3 219 532 0


To

From

1 2 3

1 0 3 5

2 2 0 25

3 8 32 0


9

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 7.94 2.0 A 756 1134

2 18.14 8.1 C 1344 2016

3 145.95 37.2 F 690 1036

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 623 156 399 622 949 0.0 1.0 5.450 A

2 1095 274 70 1098 951 0.0 1.9 6.201 A

3 566 142 786 562 382 0.0 2.7 13.787 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 738 184 486 736 1139 1.0 1.4 6.408 A

2 1317 329 86 1319 1136 1.9 3.2 8.306 A

3 679 170 942 683 463 2.7 5.5 24.898 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 905 226 544 905 1375 1.4 2.0 7.788 A

2 1618 405 106 1618 1343 3.2 8.1 16.320 C

3 832 208 1155 764 570 5.5 24.4 75.679 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 907 227 549 908 1399 2.0 2.0 7.945 A

2 1611 403 108 1621 1349 8.1 7.6 18.142 C

3 824 206 1169 779 560 24.4 37.2 145.952 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 746 186 527 744 1170 2.0 1.5 6.801 A

2 1313 328 88 1323 1184 7.6 2.8 9.272 A

3 673 168 954 743 456 37.2 15.3 114.625 F


10

18:00 - 18:15



16:45 - 17:00

17:00 - 17:15

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 616 154 417 615 963 1.5 1.0 5.787 A

2 1110 277 72 1113 960 2.8 1.9 6.401 A

3 568 142 796 584 389 15.3 3.0 33.306 D

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 292 827 0.353 291 0.0 0.5 5.307 A

2 1,2,3 332 827 0.401 331 0.0 0.5 5.565 A

2 1 (1,2,3) 623 623 0.0 0.0 0.006 A

Exit 1 1 949 949 0.0 0.0 0.000 A

2Entry

11 1,3 621 1055 0.589 622 0.0 1.0 6.138 A

2 1,2 476 1055 0.451 475 0.0 0.7 5.049 A

2 1 (1,2,3) 1095 1097 0.0 0.2 0.559 A

Exit 1 1 951 951 0.0 0.0 0.000 A

3Entry

11 1 162 737 0.221 163 0.0 0.3 5.033 A

2 2,3 400 737 0.543 399 0.0 1.2 9.376 A

2 1 (1,2,3) 566 562 0.0 1.3 5.856 A

Exit 1 1 382 382 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 350 803 0.435 348 0.5 0.6 6.220 A

2 1,2,3 388 803 0.483 388 0.5 0.8 6.533 A

2 1 (1,2,3) 738 738 0.0 0.0 0.023 A

Exit 1 1 1139 1139 0.0 0.0 0.000 A

2Entry

11 1,3 734 1051 0.699 734 1.0 1.6 7.096 A

2 1,2 585 1051 0.557 585 0.7 0.9 5.746 A

2 1 (1,2,3) 1317 1319 0.2 0.6 1.837 A

Exit 1 1 1136 1136 0.0 0.0 0.000 A

3Entry

11 1 197 693 0.284 197 0.3 0.3 5.586 A

2 2,3 485 693 0.700 486 1.2 1.6 11.364 B

2 1 (1,2,3) 679 682 1.3 3.6 15.447 C

Exit 1 1 463 463 0.0 0.0 0.000 A


11

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 436 788 0.554 436 0.6 0.9 7.377 A

2 1,2,3 469 788 0.596 470 0.8 1.1 7.979 A

2 1 (1,2,3) 905 905 0.0 0.0 0.096 A

Exit 1 1 1375 1375 0.0 0.0 0.000 A

2Entry

11 1,3 886 1045 0.848 885 1.6 2.3 8.758 A

2 1,2 734 1045 0.703 733 0.9 1.4 6.854 A

2 1 (1,2,3) 1618 1620 0.6 4.4 8.465 A

Exit 1 1 1343 1343 0.0 0.0 0.000 A

3Entry

11 1 220 634 0.347 220 0.3 0.4 6.025 A

2 2,3 543 634 0.857 544 1.6 2.1 13.667 B

2 1 (1,2,3) 832 763 3.6 21.9 64.509 F

Exit 1 1 570 570 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 435 786 0.553 436 0.9 0.9 7.589 A

2 1,2,3 472 786 0.600 471 1.1 1.1 8.062 A

2 1 (1,2,3) 907 906 0.0 0.1 0.107 A

Exit 1 1 1399 1399 0.0 0.0 0.000 A

2Entry

11 1,3 877 1044 0.840 878 2.3 2.1 8.902 A

2 1,2 740 1044 0.709 743 1.4 1.3 7.122 A

2 1 (1,2,3) 1611 1617 4.4 4.3 10.093 B

Exit 1 1 1349 1349 0.0 0.0 0.000 A

3Entry

11 1 230 630 0.365 230 0.4 0.4 6.060 A

2 2,3 549 630 0.871 549 2.1 2.2 14.350 B

2 1 (1,2,3) 824 779 21.9 34.6 134.459 F

Exit 1 1 560 560 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 354 792 0.447 353 0.9 0.7 6.564 A

2 1,2,3 391 792 0.494 391 1.1 0.8 6.967 A

2 1 (1,2,3) 746 746 0.1 0.0 0.030 A

Exit 1 1 1170 1170 0.0 0.0 0.000 A

2Entry

11 1,3 734 1050 0.699 737 2.1 1.4 7.337 A

2 1,2 585 1050 0.557 586 1.3 0.9 5.952 A

2 1 (1,2,3) 1313 1319 4.3 0.4 2.610 A

Exit 1 1 1184 1184 0.0 0.0 0.000 A

3Entry

11 1 215 690 0.312 216 0.4 0.4 5.751 A

2 2,3 528 690 0.766 527 2.2 1.9 12.929 B

2 1 (1,2,3) 673 743 34.6 13.1 104.217 F

Exit 1 1 456 456 0.0 0.0 0.000 A


12

18:00 - 18:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 289 822 0.351 288 0.7 0.4 5.644 A

2 1,2,3 327 822 0.398 326 0.8 0.5 5.908 A

2 1 (1,2,3) 616 616 0.0 0.0 0.003 A

Exit 1 1 963 963 0.0 0.0 0.000 A

2Entry

11 1,3 629 1055 0.596 630 1.4 1.0 6.224 A

2 1,2 482 1055 0.457 483 0.9 0.7 5.054 A

2 1 (1,2,3) 1110 1111 0.4 0.2 0.720 A

Exit 1 1 960 960 0.0 0.0 0.000 A

3Entry

11 1 167 734 0.228 167 0.4 0.2 5.413 A

2 2,3 416 734 0.566 417 1.9 1.1 10.771 B

2 1 (1,2,3) 568 583 13.1 1.6 24.341 C

Exit 1 1 389 389 0.0 0.0 0.000 A


13

Filename: 3.0,4.0,6.0,7.0_ A630 Hatfield Lane - Lane Simulation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\02_ARCADY Report generation date: 03/03/2020 15:53:47

»DO MINIMUM, AM »DO SOMETHING, AM »DO MINIMUM, PM »DO SOMETHING, PM



Version: 9.0.1.4646 []





AM PM

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


Arm 1 1.9 8.69 A 0.8 5.93 A

Arm 2 17.8 55.01 F 33.4 83.79 F

Arm 3 0.8 5.51 A 0.8 5.27 A

Arm 4 6.9 27.01 D 59.3 150.82 F


Arm 1 1.4 7.60 A 0.7 6.03 A

Arm 2 15.9 47.13 E 84.7 202.73 F

Arm 3 0.8 5.60 A 0.7 5.09 A

Arm 4 18.8 60.64 F 45.4 111.88 F




File summary

File Description

Title Hatfield Lane / A630 Junction - Lane Simulation

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units


Analysis Options


Demand Set Summary



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 1053815632 352 47.90


D1 DO MINIMUM AM ONE HOUR 08:00 09:30 15 ü

D2 DO SOMETHING AM ONE HOUR 08:00 09:30 15 ü




2



A1 ü ü 100.000 100.000


3

DO MINIMUM, AM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry









1 untitled Standard Roundabout 1,2,3,4 29.58 D


Left Normal/unknown


1 Hatfield Lane (North)

2 A630 (East)

3 Hatfield Lane (South)

4 A630 (West)








1 2.93 5.28 26.6 31.4 80.4 20.3

2 3.57 8.19 23.4 41.4 81.4 29.3

3 3.47 5.75 15.4 26.2 79.9 13.4

4 4.34 8.08 18.1 33.0 79.2 27.6


1 0.456 1516

2 0.518 1993

3 0.477 1626

4 0.532 2052







4

Lanes


Lane Movements

Traffic Demand

Demand Set Details




1 1 [Give-way line] 1 1,2,3,4 Infinity 0 99999

21 [Give-way line]

1 3,4 ü 4.89 0 99999

2 1,2 ü 4.35 0 99999

2 1 (1,2,3,4) Infinity


41 [Give-way line]

1 1,2 ü 4.80 0 99999

2 3,4 ü 4.43 0 99999

2 1 (1,2,3,4) Infinity


1 1 [Give-way line] 1 0.456 1516

2 1 [Give-way line]1 0.259 997

2 0.259 997

3 1 [Give-way line] 1 0.477 1626

4 1 [Give-way line]1 0.266 1026

2 0.266 1026


1 2 3 4

1 1 [Give-way line] 1 ü ü ü ü

21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü


41 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü






1 ONE HOUR ü 684 100.000

2 ONE HOUR ü 1045 100.000

3 ONE HOUR ü 421 100.000

4 ONE HOUR ü 807 100.000


5

Vehicle Mix



Demand (PCU/hr)

To

From

1 2 3 4

1 0 404 280 0

2 328 0 80 637

3 213 45 0 163

4 194 454 159 0

Proportions

To

From

1 2 3 4

1 0.00 0.59 0.41 0.00

2 0.31 0.00 0.08 0.61

3 0.51 0.11 0.00 0.39

4 0.24 0.56 0.20 0.00


To

From

1 2 3 4

1 0 1 5 0

2 5 0 4 14

3 0 2 0 0

4 0 10 29 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.050 1.000

2 1.050 1.000 1.040 1.140

3 1.000 1.020 1.000 1.000

4 1.000 1.100 1.290 1.000


08:00-08:15

1 515 515

2 787 787

3 317 317

4 608 608

08:15-08:30

1 615 615

2 939 939

3 378 378

4 725 725

08:30-08:45

1 753 753

2 1151 1151

3 464 464

4 889 889

08:45-09:00

1 753 753

2 1151 1151

3 464 464

4 889 889

09:00-09:15

1 615 615

2 939 939

3 378 378

4 725 725

09:15-09:30

1 515 515

2 787 787

3 317 317

4 608 608


6

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



1 8.69 1.9 A 631 946

2 55.01 17.8 F 958 1437

3 5.51 0.8 A 385 577

4 27.01 6.9 D 744 1116

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 520 130 494 520 547 0.0 0.7 4.649 A

2 787 197 331 785 683 0.0 2.4 9.807 A

3 317 79 726 316 390 0.0 0.4 3.523 A

4 604 151 437 603 604 0.0 1.5 8.450 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 614 154 599 613 655 0.7 1.0 5.951 A

2 941 235 394 941 818 2.4 4.5 16.140 C

3 375 94 870 375 465 0.4 0.5 4.323 A

4 738 185 519 735 725 1.5 3.0 12.206 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 751 188 721 752 808 1.0 1.9 8.686 A

2 1157 289 482 1135 991 4.5 15.6 37.061 E

3 468 117 1049 467 569 0.5 0.8 5.286 A

4 885 221 644 885 873 3.0 6.6 24.009 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 762 190 728 763 815 1.9 1.8 8.623 A

2 1146 287 491 1155 1001 15.6 17.8 55.009 F

3 464 116 1068 463 578 0.8 0.7 5.509 A

4 893 223 648 895 883 6.6 6.9 27.010 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 616 154 597 617 662 1.8 1.0 6.186 A

2 937 234 398 955 816 17.8 4.5 28.209 D

3 377 94 881 377 471 0.7 0.5 4.606 A

4 730 183 530 729 728 6.9 2.7 15.124 C


7

09:15 - 09:30



08:00 - 08:15

08:15 - 08:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 521 130 495 521 552 1.0 0.8 4.939 A

2 777 194 334 779 682 4.5 2.2 10.852 B

3 309 77 719 309 394 0.5 0.4 3.823 A

4 613 153 436 611 591 2.7 1.6 9.244 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 520 1291 0.403 520 0.0 0.7 4.649 A

Exit 1 1 547 547 0.0 0.0 0.000 A

2Entry

11 3,4 542 911 0.595 542 0.0 1.3 8.734 A

2 1,2 243 911 0.267 243 0.0 0.4 5.688 A

2 1 (1,2,3,4) 787 785 0.0 0.6 2.062 A

Exit 1 1 683 683 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 317 1279 0.248 316 0.0 0.4 3.523 A

Exit 1 1 390 390 0.0 0.0 0.000 A

4Entry

11 1,2 483 909 0.531 483 0.0 1.1 7.823 A

2 3,4 121 909 0.133 120 0.0 0.3 5.738 A

2 1 (1,2,3,4) 604 604 0.0 0.1 0.980 A

Exit 1 1 604 604 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 614 1243 0.494 613 0.7 1.0 5.951 A

Exit 1 1 655 655 0.0 0.0 0.000 A

2Entry

11 3,4 650 895 0.726 651 1.3 2.0 10.871 B

2 1,2 290 895 0.324 290 0.4 0.6 6.491 A

2 1 (1,2,3,4) 941 940 0.6 2.0 6.686 A

Exit 1 1 818 818 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 375 1211 0.310 375 0.4 0.5 4.323 A

Exit 1 1 465 465 0.0 0.0 0.000 A

4Entry

11 1,2 593 888 0.669 593 1.1 1.8 9.820 A

2 3,4 142 888 0.160 142 0.3 0.3 6.200 A

2 1 (1,2,3,4) 738 735 0.1 0.9 2.973 A

Exit 1 1 725 725 0.0 0.0 0.000 A


8

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 751 1188 0.632 752 1.0 1.9 8.686 A

Exit 1 1 808 808 0.0 0.0 0.000 A

2Entry

11 3,4 776 872 0.890 776 2.0 3.0 13.125 B

2 1,2 360 872 0.413 359 0.6 0.8 7.783 A

2 1 (1,2,3,4) 1157 1136 2.0 11.8 25.650 D

Exit 1 1 991 991 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 468 1125 0.416 467 0.5 0.8 5.286 A

Exit 1 1 569 569 0.0 0.0 0.000 A

4Entry

11 1,2 714 854 0.835 713 1.8 2.7 12.638 B

2 3,4 172 854 0.202 173 0.3 0.3 6.796 A

2 1 (1,2,3,4) 885 886 0.9 3.6 12.306 B

Exit 1 1 873 873 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 762 1184 0.643 763 1.9 1.8 8.623 A

Exit 1 1 815 815 0.0 0.0 0.000 A

2Entry

11 3,4 790 870 0.908 791 3.0 3.1 13.892 B

2 1,2 366 870 0.421 365 0.8 0.9 8.130 A

2 1 (1,2,3,4) 1146 1156 11.8 13.9 42.999 E

Exit 1 1 1001 1001 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 464 1116 0.416 463 0.8 0.7 5.509 A

Exit 1 1 578 578 0.0 0.0 0.000 A

4Entry

11 1,2 714 853 0.837 716 2.7 2.6 13.065 B

2 3,4 180 853 0.211 179 0.3 0.4 7.008 A

2 1 (1,2,3,4) 893 894 3.6 3.9 14.971 B

Exit 1 1 883 883 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 616 1244 0.495 617 1.8 1.0 6.186 A

Exit 1 1 662 662 0.0 0.0 0.000 A

2Entry

11 3,4 654 894 0.731 656 3.1 2.1 11.995 B

2 1,2 299 894 0.335 299 0.9 0.5 7.063 A

2 1 (1,2,3,4) 937 953 13.9 1.8 17.979 C

Exit 1 1 816 816 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 377 1205 0.313 377 0.7 0.5 4.606 A

Exit 1 1 471 471 0.0 0.0 0.000 A

4Entry

11 1,2 584 885 0.660 585 2.6 1.5 10.537 B

2 3,4 145 885 0.164 144 0.4 0.3 6.523 A

2 1 (1,2,3,4) 730 729 3.9 0.8 5.351 A

Exit 1 1 728 728 0.0 0.0 0.000 A


9

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 521 1291 0.404 521 1.0 0.8 4.939 A

Exit 1 1 552 552 0.0 0.0 0.000 A

2Entry

11 3,4 532 910 0.584 534 2.1 1.3 9.311 A

2 1,2 246 910 0.270 245 0.5 0.5 5.824 A

2 1 (1,2,3,4) 777 778 1.8 0.5 2.735 A

Exit 1 1 682 682 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 309 1283 0.241 309 0.5 0.4 3.823 A

Exit 1 1 394 394 0.0 0.0 0.000 A

4Entry

11 1,2 491 910 0.540 490 1.5 1.2 8.325 A

2 3,4 121 910 0.133 121 0.3 0.2 5.877 A

2 1 (1,2,3,4) 613 612 0.8 0.2 1.361 A

Exit 1 1 591 591 0.0 0.0 0.000 A


10

DO SOMETHING, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





1 untitled Standard Roundabout 1,2,3,4 37.76 E


Left Normal/unknown






1 ONE HOUR ü 574 100.000

2 ONE HOUR ü 1046 100.000

3 ONE HOUR ü 435 100.000

4 ONE HOUR ü 934 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 331 243 0

2 350 0 84 612

3 198 59 0 178

4 200 522 212 0

Proportions

To

From

1 2 3 4

1 0.00 0.58 0.42 0.00

2 0.33 0.00 0.08 0.59

3 0.46 0.14 0.00 0.41

4 0.21 0.56 0.23 0.00


11



Results



To

From

1 2 3 4

1 0 1 3 0

2 5 0 4 14

3 0 1 0 0

4 0 8 25 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.030 1.000

2 1.050 1.000 1.040 1.140

3 1.000 1.010 1.000 1.000

4 1.000 1.080 1.250 1.000


08:00-08:15

1 432 432

2 787 787

3 327 327

4 703 703

08:15-08:30

1 516 516

2 940 940

3 391 391

4 840 840

08:30-08:45

1 632 632

2 1152 1152

3 479 479

4 1028 1028

08:45-09:00

1 632 632

2 1152 1152

3 479 479

4 1028 1028

09:00-09:15

1 516 516

2 940 940

3 391 391

4 840 840

09:15-09:30

1 432 432

2 787 787

3 327 327

4 703 703



1 7.60 1.4 A 527 791

2 47.13 15.9 E 959 1438

3 5.60 0.8 A 398 597

4 60.64 18.8 F 861 1292


12


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 435 109 601 434 562 0.0 0.6 4.360 A

2 785 196 344 780 692 0.0 2.5 9.790 A

3 326 82 717 326 407 0.0 0.4 3.549 A

4 709 177 452 712 591 0.0 1.9 9.832 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 516 129 717 516 669 0.6 0.8 5.377 A

2 936 234 409 940 824 2.5 3.7 14.268 B

3 391 98 864 390 486 0.4 0.5 4.330 A

4 844 211 541 845 713 1.9 3.8 15.029 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 636 159 851 636 818 0.8 1.4 7.382 A

2 1153 288 493 1132 994 3.7 13.2 32.822 D

3 481 120 1043 481 582 0.5 0.7 5.430 A

4 1032 258 668 1001 856 3.8 14.7 39.066 E

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 632 158 860 631 819 1.4 1.4 7.602 A

2 1155 289 494 1148 998 13.2 15.9 47.130 E

3 477 119 1058 477 584 0.7 0.8 5.601 A

4 1033 258 665 1015 870 14.7 18.8 60.641 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 516 129 727 517 681 1.4 0.9 5.861 A

2 938 234 414 949 830 15.9 4.2 24.602 C

3 388 97 873 388 489 0.8 0.4 4.678 A

4 841 210 548 860 713 18.8 4.7 33.152 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 427 107 601 427 564 0.9 0.6 4.569 A

2 788 197 340 789 689 4.2 2.2 10.417 B

3 326 82 725 326 404 0.4 0.4 3.855 A

4 709 177 458 708 593 4.7 2.1 11.202 B


13



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 435 1242 0.350 434 0.0 0.6 4.360 A

Exit 1 1 562 562 0.0 0.0 0.000 A

2Entry

11 3,4 523 908 0.576 521 0.0 1.4 8.742 A

2 1,2 261 908 0.287 260 0.0 0.5 5.896 A

2 1 (1,2,3,4) 785 783 0.0 0.6 2.033 A

Exit 1 1 692 692 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 326 1284 0.254 326 0.0 0.4 3.549 A

Exit 1 1 407 407 0.0 0.0 0.000 A

4Entry

11 1,2 551 906 0.609 552 0.0 1.3 8.567 A

2 3,4 159 906 0.176 160 0.0 0.3 6.040 A

2 1 (1,2,3,4) 709 711 0.0 0.3 1.750 A

Exit 1 1 591 591 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 516 1189 0.434 516 0.6 0.8 5.377 A

Exit 1 1 669 669 0.0 0.0 0.000 A

2Entry

11 3,4 628 891 0.705 629 1.4 1.9 10.349 B

2 1,2 311 891 0.349 311 0.5 0.6 6.641 A

2 1 (1,2,3,4) 936 939 0.6 1.3 5.207 A

Exit 1 1 824 824 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 391 1214 0.322 390 0.4 0.5 4.330 A

Exit 1 1 486 486 0.0 0.0 0.000 A

4Entry

11 1,2 656 882 0.744 656 1.3 2.1 10.843 B

2 3,4 187 882 0.213 189 0.3 0.3 6.629 A

2 1 (1,2,3,4) 844 843 0.3 1.4 4.998 A

Exit 1 1 713 713 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 636 1128 0.564 636 0.8 1.4 7.382 A

Exit 1 1 818 818 0.0 0.0 0.000 A

2Entry

11 3,4 750 869 0.863 750 1.9 2.9 12.999 B

2 1,2 381 869 0.439 382 0.6 0.8 7.960 A

2 1 (1,2,3,4) 1153 1131 1.3 9.6 21.547 C

Exit 1 1 994 994 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 481 1128 0.426 481 0.5 0.7 5.430 A

Exit 1 1 582 582 0.0 0.0 0.000 A

4Entry

11 1,2 779 848 0.918 777 2.1 3.2 14.060 B

2 3,4 224 848 0.265 224 0.3 0.4 7.266 A

2 1 (1,2,3,4) 1032 1003 1.4 11.0 26.263 D

Exit 1 1 856 856 0.0 0.0 0.000 A


14

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 632 1124 0.562 631 1.4 1.4 7.602 A

Exit 1 1 819 819 0.0 0.0 0.000 A

2Entry

11 3,4 764 869 0.879 764 2.9 2.9 13.591 B

2 1,2 383 869 0.441 384 0.8 0.9 8.250 A

2 1 (1,2,3,4) 1155 1147 9.6 12.2 35.385 E

Exit 1 1 998 998 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 477 1121 0.425 477 0.7 0.8 5.601 A

Exit 1 1 584 584 0.0 0.0 0.000 A

4Entry

11 1,2 788 849 0.928 787 3.2 3.3 14.865 B

2 3,4 227 849 0.267 228 0.4 0.5 7.654 A

2 1 (1,2,3,4) 1033 1015 11.0 15.0 47.173 E

Exit 1 1 870 870 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 516 1185 0.436 517 1.4 0.9 5.861 A

Exit 1 1 681 681 0.0 0.0 0.000 A

2Entry

11 3,4 630 890 0.708 630 2.9 2.0 11.541 B

2 1,2 319 890 0.359 318 0.9 0.6 7.160 A

2 1 (1,2,3,4) 938 949 12.2 1.6 14.733 B

Exit 1 1 830 830 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 388 1209 0.321 388 0.8 0.4 4.678 A

Exit 1 1 489 489 0.0 0.0 0.000 A

4Entry

11 1,2 664 880 0.754 665 3.3 2.1 12.412 B

2 3,4 195 880 0.221 195 0.5 0.4 7.074 A

2 1 (1,2,3,4) 841 858 15.0 2.3 22.013 C

Exit 1 1 713 713 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 427 1242 0.344 427 0.9 0.6 4.569 A

Exit 1 1 564 564 0.0 0.0 0.000 A

2Entry

11 3,4 524 909 0.576 525 2.0 1.3 9.044 A

2 1,2 264 909 0.291 264 0.6 0.4 6.019 A

2 1 (1,2,3,4) 788 788 1.6 0.5 2.476 A

Exit 1 1 689 689 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 326 1280 0.255 326 0.4 0.4 3.855 A

Exit 1 1 404 404 0.0 0.0 0.000 A

4Entry

11 1,2 548 904 0.606 548 2.1 1.4 9.238 A

2 3,4 161 904 0.178 160 0.4 0.3 6.088 A

2 1 (1,2,3,4) 709 709 2.3 0.4 2.650 A

Exit 1 1 593 593 0.0 0.0 0.000 A


15

DO MINIMUM, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix







Left Normal/unknown






1 ONE HOUR ü 385 100.000

2 ONE HOUR ü 1178 100.000

3 ONE HOUR ü 405 100.000

4 ONE HOUR ü 1162 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 172 213 0

2 476 0 204 498

3 225 38 0 142

4 155 620 387 0

Proportions

To

From

1 2 3 4

1 0.00 0.45 0.55 0.00

2 0.40 0.00 0.17 0.42

3 0.56 0.09 0.00 0.35

4 0.13 0.53 0.33 0.00


16



Results



To

From

1 2 3 4

1 0 1 1 0

2 1 0 1 6

3 0 2 0 0

4 0 3 2 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.010 1.000

2 1.010 1.000 1.010 1.060

3 1.000 1.020 1.000 1.000

4 1.000 1.030 1.020 1.000


17:00-17:15

1 290 290

2 887 887

3 305 305

4 875 875

17:15-17:30

1 346 346

2 1059 1059

3 364 364

4 1045 1045

17:30-17:45

1 424 424

2 1297 1297

3 446 446

4 1279 1279

17:45-18:00

1 424 424

2 1297 1297

3 446 446

4 1279 1279

18:00-18:15

1 346 346

2 1059 1059

3 364 364

4 1045 1045

18:15-18:30

1 290 290

2 887 887

3 305 305

4 875 875



1 5.93 0.8 A 355 533

2 83.79 33.4 F 1080 1620

3 5.27 0.8 A 371 557

4 150.82 59.3 F 1063 1594


17


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 295 74 789 295 641 0.0 0.3 3.946 A

2 880 220 459 884 625 0.0 2.3 9.709 A

3 305 76 731 304 612 0.0 0.3 3.483 A

4 878 219 553 877 482 0.0 2.8 10.390 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 336 84 941 337 767 0.3 0.4 4.861 A

2 1056 264 537 1051 742 2.3 5.2 16.150 C

3 365 91 870 366 718 0.3 0.4 4.139 A

4 1047 262 666 1043 570 2.8 7.5 21.772 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 429 107 1064 429 904 0.4 0.8 5.860 A

2 1301 325 632 1240 861 5.2 23.3 45.142 E

3 447 112 1027 444 845 0.4 0.8 5.173 A

4 1280 320 785 1182 686 7.5 35.5 72.244 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 424 106 1069 423 917 0.8 0.8 5.928 A

2 1294 323 627 1264 865 23.3 33.4 83.793 F

3 445 111 1044 445 847 0.8 0.6 5.267 A

4 1268 317 799 1187 690 35.5 59.3 150.816 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 352 88 1013 353 809 0.8 0.5 5.374 A

2 1053 263 568 1108 798 33.4 9.2 54.583 F

3 361 90 916 362 761 0.6 0.4 4.672 A

4 1030 258 689 1133 589 59.3 28.9 131.322 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 297 74 814 296 656 0.5 0.4 4.468 A

2 894 224 464 891 646 9.2 2.8 13.374 B

3 304 76 737 304 619 0.4 0.3 3.787 A

4 874 218 563 907 478 28.9 4.0 37.080 E


18



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 295 1157 0.255 295 0.0 0.3 3.946 A

Exit 1 1 641 641 0.0 0.0 0.000 A

2Entry

11 3,4 528 878 0.602 529 0.0 1.3 8.680 A

2 1,2 354 878 0.403 355 0.0 0.7 6.700 A

2 1 (1,2,3,4) 880 882 0.0 0.3 1.839 A

Exit 1 1 625 625 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 305 1277 0.239 304 0.0 0.3 3.483 A

Exit 1 1 612 612 0.0 0.0 0.000 A

4Entry

11 1,2 580 879 0.660 580 0.0 1.6 9.144 A

2 3,4 297 879 0.338 297 0.0 0.5 6.230 A

2 1 (1,2,3,4) 878 877 0.0 0.7 2.216 A

Exit 1 1 482 482 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 336 1087 0.309 337 0.3 0.4 4.861 A

Exit 1 1 767 767 0.0 0.0 0.000 A

2Entry

11 3,4 630 858 0.735 627 1.3 2.1 10.981 B

2 1,2 421 858 0.491 424 0.7 0.9 8.147 A

2 1 (1,2,3,4) 1056 1051 0.3 2.2 6.315 A

Exit 1 1 742 742 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 365 1211 0.302 366 0.3 0.4 4.139 A

Exit 1 1 718 718 0.0 0.0 0.000 A

4Entry

11 1,2 694 849 0.817 693 1.6 2.6 12.499 B

2 3,4 350 849 0.412 350 0.5 0.7 7.359 A

2 1 (1,2,3,4) 1047 1043 0.7 4.3 10.937 B

Exit 1 1 570 570 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 429 1031 0.415 429 0.4 0.8 5.860 A

Exit 1 1 904 904 0.0 0.0 0.000 A

2Entry

11 3,4 745 833 0.894 744 2.1 3.0 13.726 B

2 1,2 501 833 0.602 496 0.9 1.7 9.807 A

2 1 (1,2,3,4) 1301 1246 2.2 18.5 32.932 D

Exit 1 1 861 861 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 447 1136 0.394 444 0.4 0.8 5.173 A

Exit 1 1 845 845 0.0 0.0 0.000 A

4Entry

11 1,2 791 817 0.968 790 2.6 3.5 15.338 C

2 3,4 392 817 0.479 393 0.7 1.1 9.272 A

2 1 (1,2,3,4) 1280 1183 4.3 30.9 58.864 F

Exit 1 1 686 686 0.0 0.0 0.000 A


19

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 424 1029 0.412 423 0.8 0.8 5.928 A

Exit 1 1 917 917 0.0 0.0 0.000 A

2Entry

11 3,4 753 834 0.902 754 3.0 3.0 14.603 B

2 1,2 511 834 0.612 510 1.7 1.6 10.666 B

2 1 (1,2,3,4) 1294 1264 18.5 28.8 70.821 F

Exit 1 1 865 865 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 445 1128 0.394 445 0.8 0.6 5.267 A

Exit 1 1 847 847 0.0 0.0 0.000 A

4Entry

11 1,2 797 813 0.980 796 3.5 3.6 16.414 C

2 3,4 392 813 0.482 392 1.1 1.1 9.358 A

2 1 (1,2,3,4) 1268 1189 30.9 54.6 136.749 F

Exit 1 1 690 690 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 352 1055 0.333 353 0.8 0.5 5.374 A

Exit 1 1 809 809 0.0 0.0 0.000 A

2Entry

11 3,4 654 850 0.769 656 3.0 2.1 13.394 B

2 1,2 451 850 0.531 452 1.6 1.1 9.564 A

2 1 (1,2,3,4) 1053 1105 28.8 5.9 42.922 E

Exit 1 1 798 798 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 361 1189 0.303 362 0.6 0.4 4.672 A

Exit 1 1 761 761 0.0 0.0 0.000 A

4Entry

11 1,2 756 842 0.897 759 3.6 3.0 15.407 C

2 3,4 374 842 0.444 374 1.1 0.9 8.753 A

2 1 (1,2,3,4) 1030 1130 54.6 25.0 118.281 F

Exit 1 1 589 589 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 297 1145 0.259 296 0.5 0.4 4.468 A

Exit 1 1 656 656 0.0 0.0 0.000 A

2Entry

11 3,4 527 876 0.601 526 2.1 1.4 9.804 A

2 1,2 366 876 0.418 366 1.1 0.8 7.258 A

2 1 (1,2,3,4) 894 893 5.9 0.6 4.715 A

Exit 1 1 646 646 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 304 1274 0.238 304 0.4 0.3 3.787 A

Exit 1 1 619 619 0.0 0.0 0.000 A

4Entry

11 1,2 604 876 0.690 605 3.0 1.8 11.647 B

2 3,4 300 876 0.343 302 0.9 0.5 7.149 A

2 1 (1,2,3,4) 874 905 25.0 1.8 27.181 D

Exit 1 1 478 478 0.0 0.0 0.000 A


20

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




Last

RunLane Simulation

Arm 2 - Lane





Left Normal/unknown






1 ONE HOUR ü 361 100.000

2 ONE HOUR ü 1277 100.000

3 ONE HOUR ü 396 100.000

4 ONE HOUR ü 1165 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 158 203 0

2 487 0 259 531

3 206 46 0 144

4 117 630 418 0

Proportions

To

From

1 2 3 4

1 0.00 0.44 0.56 0.00

2 0.38 0.00 0.20 0.42

3 0.52 0.12 0.00 0.36

4 0.10 0.54 0.36 0.00


21



Results



To

From

1 2 3 4

1 0 1 0 0

2 1 0 0 6

3 0 2 0 0

4 0 4 1 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.000 1.000

2 1.010 1.000 1.000 1.060

3 1.000 1.020 1.000 1.000

4 1.000 1.040 1.010 1.000


17:00-17:15

1 272 272

2 961 961

3 298 298

4 877 877

17:15-17:30

1 325 325

2 1148 1148

3 356 356

4 1047 1047

17:30-17:45

1 397 397

2 1406 1406

3 436 436

4 1283 1283

17:45-18:00

1 397 397

2 1406 1406

3 436 436

4 1283 1283

18:00-18:15

1 325 325

2 1148 1148

3 356 356

4 1047 1047

18:15-18:30

1 272 272

2 961 961

3 298 298

4 877 877



1 6.03 0.7 A 332 498

2 202.73 84.7 F 1171 1756

3 5.09 0.7 A 366 549

4 111.88 45.4 F 1077 1615


22


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 272 68 829 272 608 0.0 0.2 3.997 A

2 961 240 466 956 635 0.0 3.5 11.639 B

3 305 76 761 305 662 0.0 0.3 3.537 A

4 885 221 554 883 512 0.0 2.7 10.419 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 321 80 1010 321 726 0.2 0.4 4.743 A

2 1145 286 564 1135 768 3.5 9.2 23.918 C

3 364 91 908 366 791 0.3 0.4 4.292 A

4 1064 266 666 1071 608 2.7 5.6 18.956 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 399 100 1131 399 836 0.4 0.7 5.919 A

2 1398 350 654 1264 875 9.2 47.0 84.672 F

3 442 111 1009 443 909 0.4 0.7 5.093 A

4 1274 318 767 1199 684 5.6 28.5 56.957 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 403 101 1146 403 835 0.7 0.7 6.031 A

2 1419 355 670 1270 879 47.0 84.7 192.672 F

3 430 108 1013 429 927 0.7 0.7 5.029 A

4 1288 322 762 1219 681 28.5 45.4 111.885 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 322 81 1047 322 779 0.7 0.5 5.372 A

2 1146 287 580 1256 788 84.7 56.8 202.731 F

3 355 89 999 355 838 0.7 0.5 4.688 A

4 1065 266 704 1122 649 45.4 20.0 91.496 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 273 68 842 273 661 0.5 0.4 4.464 A

2 954 239 479 1066 637 56.8 11.4 84.777 F

3 299 75 845 299 699 0.5 0.4 4.081 A

4 886 221 604 899 540 20.0 3.3 25.900 D


23



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 272 1138 0.239 272 0.0 0.2 3.997 A

Exit 1 1 608 608 0.0 0.0 0.000 A

2Entry

11 3,4 596 876 0.680 596 0.0 1.7 9.752 A

2 1,2 362 876 0.413 360 0.0 0.8 6.628 A

2 1 (1,2,3,4) 961 957 0.0 1.0 3.065 A

Exit 1 1 635 635 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 305 1263 0.241 305 0.0 0.3 3.537 A

Exit 1 1 662 662 0.0 0.0 0.000 A

4Entry

11 1,2 567 878 0.646 567 0.0 1.4 9.167 A

2 3,4 316 878 0.360 316 0.0 0.6 6.334 A

2 1 (1,2,3,4) 885 883 0.0 0.7 2.261 A

Exit 1 1 512 512 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 321 1056 0.304 321 0.2 0.4 4.743 A

Exit 1 1 726 726 0.0 0.0 0.000 A

2Entry

11 3,4 701 851 0.825 703 1.7 2.4 12.414 B

2 1,2 433 851 0.510 432 0.8 1.1 8.334 A

2 1 (1,2,3,4) 1145 1135 1.0 5.7 13.043 B

Exit 1 1 768 768 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 364 1192 0.305 366 0.3 0.4 4.292 A

Exit 1 1 791 791 0.0 0.0 0.000 A

4Entry

11 1,2 687 849 0.810 689 1.4 2.3 12.037 B

2 3,4 383 849 0.451 382 0.6 0.9 7.745 A

2 1 (1,2,3,4) 1064 1070 0.7 2.5 8.470 A

Exit 1 1 608 608 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 399 1001 0.399 399 0.4 0.7 5.919 A

Exit 1 1 836 836 0.0 0.0 0.000 A

2Entry

11 3,4 779 827 0.942 778 2.4 3.4 14.955 B

2 1,2 487 827 0.588 486 1.1 1.3 9.922 A

2 1 (1,2,3,4) 1398 1266 5.7 42.2 71.559 F

Exit 1 1 875 875 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 442 1144 0.387 443 0.4 0.7 5.093 A

Exit 1 1 909 909 0.0 0.0 0.000 A

4Entry

11 1,2 769 822 0.935 769 2.3 3.4 14.901 B

2 3,4 432 822 0.526 431 0.9 1.2 9.296 A

2 1 (1,2,3,4) 1274 1201 2.5 23.9 44.048 E

Exit 1 1 684 684 0.0 0.0 0.000 A


24

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 403 994 0.406 403 0.7 0.7 6.031 A

Exit 1 1 835 835 0.0 0.0 0.000 A

2Entry

11 3,4 785 823 0.954 785 3.4 3.3 15.581 C

2 1,2 487 823 0.591 485 1.3 1.4 10.611 B

2 1 (1,2,3,4) 1419 1272 42.2 79.9 179.051 F

Exit 1 1 879 879 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 430 1142 0.377 429 0.7 0.7 5.029 A

Exit 1 1 927 927 0.0 0.0 0.000 A

4Entry

11 1,2 781 823 0.948 781 3.4 3.3 15.740 C

2 3,4 438 823 0.533 438 1.2 1.3 9.813 A

2 1 (1,2,3,4) 1288 1219 23.9 40.8 98.273 F

Exit 1 1 681 681 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 322 1039 0.310 322 0.7 0.5 5.372 A

Exit 1 1 779 779 0.0 0.0 0.000 A

2Entry

11 3,4 780 846 0.922 780 3.3 3.3 15.078 C

2 1,2 477 846 0.563 475 1.4 1.3 10.457 B

2 1 (1,2,3,4) 1146 1257 79.9 52.3 189.557 F

Exit 1 1 788 788 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 355 1149 0.309 355 0.7 0.5 4.688 A

Exit 1 1 838 838 0.0 0.0 0.000 A

4Entry

11 1,2 716 838 0.854 718 3.3 2.7 14.579 B

2 3,4 402 838 0.479 403 1.3 0.9 9.186 A

2 1 (1,2,3,4) 1065 1118 40.8 16.3 79.061 F

Exit 1 1 649 649 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 273 1133 0.241 273 0.5 0.4 4.464 A

Exit 1 1 661 661 0.0 0.0 0.000 A

2Entry

11 3,4 652 873 0.747 654 3.3 2.0 13.140 B

2 1,2 410 873 0.470 412 1.3 0.8 8.869 A

2 1 (1,2,3,4) 954 1062 52.3 8.5 73.317 F

Exit 1 1 637 637 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 299 1222 0.245 299 0.5 0.4 4.081 A

Exit 1 1 699 699 0.0 0.0 0.000 A

4Entry

11 1,2 573 865 0.662 575 2.7 1.6 11.372 B

2 3,4 324 865 0.375 324 0.9 0.7 7.320 A

2 1 (1,2,3,4) 886 897 16.3 1.1 16.160 C

Exit 1 1 540 540 0.0 0.0 0.000 A


25

Filename: 5.0_Thorne Rd Barnby Dun Rd-Lane_Simulation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\02_ARCADY Report generation date: 03/03/2020 15:55:41

»Do Minimum, AM »Do Something, AM



Version: 9.0.1.4646 []





AM


[Lane Simulation] - Do Minimum

Arm 1 2.3 18.73 C

Arm 2 4.1 23.05 C

Arm 3 0.8 6.59 A

[Lane Simulation] - Do Something

Arm 1 2.3 19.42 C

Arm 2 9.6 46.95 E

Arm 3 0.9 6.56 A




File summary

Units

File Description

Title Thorne Road / Barnby Dun Road Mini Roundabout

Location

Site number

Date 22/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator EU\CLEASBYD

Description




1




Analysis Options


Demand Set Summary


Mini-roundabout model

Vehicle length (m)




RFC Threshold



JUNCTIONS 9 5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 533763654 355 11.83


D1 Do Minimum AM ONE HOUR 08:00 09:30 15 ü

D2 Do Something AM ONE HOUR 08:00 09:30 15 ü


A1 ü ü 100.000 100.000


2

Do Minimum, AM


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry









PCUs or Vehs.


1 untitled Mini-roundabout 1,2,3 16.86 C

Driving side Lighting Road surface In London

Left Normal/unknown Normal/unknown


1 Barnby Dun Road

2 Thorne Road (Northeast)

3 Thorne Road (Southwest)

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 4.25 3.85 6.01 2.4 16.23 11.87 0.0

2 3.91 3.71 6.02 4.5 19.07 16.35 0.0

3 4.64 4.54 4.82 5.3 17.01 15.29 0.0


1 0.649 868

2 0.699 1043

3 0.687 1021






3

Lanes


Lane Movements

Traffic Demand

Demand Set Details



Vehicle Mix


1 1 [Give-way line] 1 1,2,3 Infinity 0 99999




1 1 [Give-way line] 1 0.649 868

2 1 [Give-way line] 1 0.699 1043

3 1 [Give-way line] 1 0.687 1021


1 2 3

1 1 [Give-way line] 1 ü ü ü




D1 Do Minimum AM ONE HOUR 08:00 09:30 15 ü




1 ONE HOUR ü 375 100.000

2 ONE HOUR ü 546 100.000

3 ONE HOUR ü 398 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 8 367

2 32 0 514

3 46 352 0


To

From

1 2 3

1 0 0 0

2 0 0 0

3 0 0 0


4

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



1 18.73 2.3 C 346 519

2 23.05 4.1 C 502 753

3 6.59 0.8 A 366 548

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 288 72 268 289 58 0.0 0.7 8.358 A

2 404 101 282 402 275 0.0 0.9 7.655 A

3 302 75 24 302 660 0.0 0.4 5.040 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 340 85 309 343 70 0.7 1.0 10.900 B

2 501 125 335 499 317 0.9 1.8 11.728 B

3 350 87 30 349 804 0.4 0.6 5.598 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 413 103 389 414 87 1.0 1.9 16.247 C

2 604 151 405 603 398 1.8 4.1 21.502 C

3 440 110 36 440 972 0.6 0.8 6.593 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 416 104 385 414 87 1.9 2.3 18.731 C

2 605 151 406 604 394 4.1 3.7 23.046 C

3 435 109 37 435 973 0.8 0.8 6.512 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 337 84 320 337 73 2.3 1.1 11.974 B

2 488 122 330 491 328 3.7 1.4 12.721 B

3 362 90 31 362 789 0.8 0.5 5.672 A


5

09:15 - 09:30



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 284 71 270 284 58 1.1 0.7 8.950 A

2 411 103 278 412 276 1.4 1.0 8.426 A

3 305 76 23 305 667 0.5 0.4 4.966 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 288 694 0.414 289 0.0 0.7 8.358 A

Exit 1 1 58 58 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 404 846 0.477 402 0.0 0.9 7.655 A

Exit 1 1 275 275 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 302 1005 0.300 302 0.0 0.4 5.040 A

Exit 1 1 660 660 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 340 668 0.509 343 0.7 1.0 10.900 B

Exit 1 1 70 70 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 501 810 0.618 499 0.9 1.8 11.728 B

Exit 1 1 317 317 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 350 1001 0.349 349 0.4 0.6 5.598 A

Exit 1 1 804 804 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 413 616 0.670 414 1.0 1.9 16.247 C

Exit 1 1 87 87 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 604 760 0.795 603 1.8 4.1 21.502 C

Exit 1 1 398 398 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 440 997 0.442 440 0.6 0.8 6.593 A

Exit 1 1 972 972 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 416 618 0.673 414 1.9 2.3 18.731 C

Exit 1 1 87 87 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 605 760 0.795 604 4.1 3.7 23.046 C

Exit 1 1 394 394 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 435 996 0.437 435 0.8 0.8 6.512 A

Exit 1 1 973 973 0.0 0.0 0.000 A


6

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 337 661 0.510 337 2.3 1.1 11.974 B

Exit 1 1 73 73 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 488 813 0.601 491 3.7 1.4 12.721 B

Exit 1 1 328 328 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 362 1000 0.362 362 0.8 0.5 5.672 A

Exit 1 1 789 789 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 284 693 0.410 284 1.1 0.7 8.950 A

Exit 1 1 58 58 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 411 849 0.484 412 1.4 1.0 8.426 A

Exit 1 1 276 276 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 305 1006 0.303 305 0.5 0.4 4.966 A

Exit 1 1 667 667 0.0 0.0 0.000 A


7

Do Something, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





PCUs or Vehs.


1 untitled Mini-roundabout 1,2,3 27.47 D

Driving side Lighting Road surface In London

Left Normal/unknown Normal/unknown


D2 Do Something AM ONE HOUR 08:00 09:30 15 ü




1 ONE HOUR ü 379 100.000

2 ONE HOUR ü 613 100.000

3 ONE HOUR ü 429 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 0 379

2 1 0 612

3 74 355 0


To

From

1 2 3

1 0 0 0

2 0 0 0

3 0 0 0


8

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



1 19.42 2.3 C 347 521

2 46.95 9.6 E 567 851

3 6.56 0.9 A 395 592

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 287 72 263 287 58 0.0 0.8 8.448 A

2 461 115 287 459 263 0.0 1.3 8.850 A

3 321 80 0.95 320 744 0.0 0.5 5.127 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 344 86 311 343 68 0.8 1.0 10.771 B

2 554 139 343 551 311 1.3 2.2 13.779 B

3 379 95 0.90 377 893 0.5 0.7 5.603 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 414 104 393 412 87 1.0 2.2 18.255 C

2 684 171 412 669 393 2.2 8.9 34.737 D

3 480 120 0.95 480 1081 0.7 0.9 6.558 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 414 104 398 413 86 2.2 2.3 19.425 C

2 680 170 413 671 398 8.9 9.6 46.951 E

3 482 120 2 483 1083 0.9 0.8 6.395 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 338 85 313 338 70 2.3 1.1 11.994 B

2 554 138 338 563 313 9.6 2.3 23.879 C

3 381 95 1 381 901 0.8 0.6 5.739 A


9

09:15 - 09:30



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 287 72 270 289 58 1.1 0.6 8.750 A

2 470 117 289 468 270 2.3 1.3 9.915 A

3 326 81 0.80 326 756 0.6 0.4 5.131 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 287 697 0.412 287 0.0 0.8 8.448 A

Exit 1 1 58 58 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 461 843 0.547 459 0.0 1.3 8.850 A

Exit 1 1 263 263 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 321 1021 0.314 320 0.0 0.5 5.127 A

Exit 1 1 744 744 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 344 667 0.515 343 0.8 1.0 10.771 B

Exit 1 1 68 68 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 554 804 0.689 551 1.3 2.2 13.779 B

Exit 1 1 311 311 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 379 1021 0.371 377 0.5 0.7 5.603 A

Exit 1 1 893 893 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 414 613 0.676 412 1.0 2.2 18.255 C

Exit 1 1 87 87 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 684 755 0.906 669 2.2 8.9 34.737 D

Exit 1 1 393 393 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 480 1021 0.470 480 0.7 0.9 6.558 A

Exit 1 1 1081 1081 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 414 610 0.679 413 2.2 2.3 19.425 C

Exit 1 1 86 86 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 680 755 0.901 671 8.9 9.6 46.951 E

Exit 1 1 398 398 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 482 1020 0.472 483 0.9 0.8 6.395 A

Exit 1 1 1083 1083 0.0 0.0 0.000 A


10

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 338 665 0.508 338 2.3 1.1 11.994 B

Exit 1 1 70 70 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 554 807 0.686 563 9.6 2.3 23.879 C

Exit 1 1 313 313 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 381 1021 0.374 381 0.8 0.6 5.739 A

Exit 1 1 901 901 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3 287 693 0.414 289 1.1 0.6 8.750 A

Exit 1 1 58 58 0.0 0.0 0.000 A

2Entry 1 1 1,2,3 470 841 0.559 468 2.3 1.3 9.915 A

Exit 1 1 270 270 0.0 0.0 0.000 A

3Entry 1 1 1,2,3 326 1021 0.319 326 0.6 0.4 5.131 A

Exit 1 1 756 756 0.0 0.0 0.000 A


11

Filename: 9.0_White Rose Way A6182 Middle Bank - Lane Simulations.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\02_ARCADY Report generation date: 03/03/2020 15:57:28

»DO MINIMUM, AM »DO SOMETHING, AM



Version: 9.0.1.4646 []





AM



Arm 1 6.3 12.43 B

Arm 2 0.4 5.87 A

Arm 3 4.6 9.22 A

Arm 4 0.3 8.25 A

Arm 5 0.2 8.74 A


Arm 1 7.0 12.65 B

Arm 2 0.4 5.88 A

Arm 3 5.0 10.26 B

Arm 4 0.2 8.63 A

Arm 5 0.2 8.88 A




File summary

File Description

Title Middle Bank Roundabout

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units


Analysis Options


Demand Set Summary



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 933018013 243 32.45





2



A1 ü ü 100.000 100.000


3

DO MINIMUM, AM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry








1 untitled Standard Roundabout 1,2,3,4,5 10.46 B


Left Normal/unknown


1 A6182 White Rose Way - North

2 Middle Bank

3 A6182 White Rose Way - South

4 Decoy Bank S

5 Heavens Walk








1 7.15 8.02 26.7 59.4 60.5 43.4

2 3.22 7.03 14.5 35.0 72.2 18.8

3 8.21 8.24 0.6 22.2 56.9 35.5

4 5.13 6.11 2.5 17.1 57.9 24.0

5 3.40 5.71 6.6 17.9 101.2 29.6


1 0.666 2371

2 0.510 1699

3 0.706 2459

4 0.573 1706

5 0.400 1355


4


Lanes


Lane Movements

Traffic Demand

Demand Set Details









1 1 [Give-way line]1 2,3 Infinity 0 99999

2 1,3,4,5 Infinity 0 99999

2 1 [Give-way line] 1 1,2,3,4,5 Infinity 0 99999

3 1 [Give-way line]1 1,4,5 Infinity 0 99999

2 1,2,3 Infinity 0 99999




1 1 [Give-way line]1 0.333 1186

2 0.333 1186

2 1 [Give-way line] 1 0.510 1699

3 1 [Give-way line]1 0.353 1230

2 0.353 1230

4 1 [Give-way line] 1 0.573 1706

5 1 [Give-way line] 1 0.400 1355


1 2 3 4 5

1 1 [Give-way line]1 ü ü

2 ü ü ü ü

2 1 [Give-way line] 1 ü ü ü ü ü

3 1 [Give-way line]1 ü ü ü

2 ü ü ü








1 ONE HOUR ü 1697 100.000

2 ONE HOUR ü 231 100.000

3 ONE HOUR ü 1645 100.000

4 ONE HOUR ü 76 100.000

5 ONE HOUR ü 45 100.000


5


Vehicle Mix

Demand (PCU/hr)

To

From

1 2 3 4 5

1 0 371 1322 0 4

2 171 0 56 0 4

3 1530 111 0 0 4

4 69 3 0 0 4

5 4 12 29 0 0

Proportions

To

From

1 2 3 4 5

1 0.00 0.22 0.78 0.00 0.00

2 0.74 0.00 0.24 0.00 0.02

3 0.93 0.07 0.00 0.00 0.00

4 0.91 0.04 0.00 0.00 0.05

5 0.09 0.27 0.64 0.00 0.00


To

From

1 2 3 4 5

1 0 3 6 0 0

2 5 0 13 0 0

3 8 18 0 0 0

4 6 2 0 0 0

5 0 0 17 0 0

Average PCU Per Veh

To

From

1 2 3 4 5

1 1.000 1.030 1.060 1.000 1.000

2 1.050 1.000 1.130 1.000 1.000

3 1.080 1.180 1.000 1.000 1.000

4 1.060 1.020 1.000 1.000 1.000

5 1.000 1.000 1.167 1.000 1.000


6



Results



08:00-08:15

1 1278 1278

2 174 174

3 1238 1238

4 57 57

5 34 34

08:15-08:30

1 1526 1526

2 208 208

3 1479 1479

4 68 68

5 40 40

08:30-08:45

1 1868 1868

2 254 254

3 1811 1811

4 84 84

5 50 50

08:45-09:00

1 1868 1868

2 254 254

3 1811 1811

4 84 84

5 50 50

09:00-09:15

1 1526 1526

2 208 208

3 1479 1479

4 68 68

5 40 40

09:15-09:30

1 1278 1278

2 174 174

3 1238 1238

4 57 57

5 34 34



1 12.43 6.3 B 1552 2328

2 5.87 0.4 A 211 317

3 9.22 4.6 A 1509 2264

4 8.25 0.3 A 69 104

5 8.74 0.2 A 42 62


7


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1277 319 120 1279 1340 0.0 2.0 5.457 A

2 181 45 1022 182 377 0.0 0.2 3.724 A

3 1243 311 140 1242 1064 0.0 1.8 4.973 A

4 58 14 1383 58 0 0.0 0.1 3.845 A

5 33 8 1427 33 13 0.0 0.0 4.602 A

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1535 384 136 1532 1592 2.0 3.2 7.024 A

2 211 53 1221 211 446 0.2 0.3 4.461 A

3 1467 367 163 1471 1269 1.8 2.6 6.144 A

4 67 17 1634 67 0 0.1 0.1 5.364 A

5 41 10 1687 41 14 0.0 0.0 6.217 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1857 464 174 1863 1930 3.2 6.2 11.838 B

2 251 63 1486 251 551 0.3 0.4 5.538 A

3 1796 449 193 1798 1545 2.6 4.4 9.157 A

4 83 21 1991 82 0 0.1 0.3 7.839 A

5 50 13 2054 50 19 0.0 0.1 8.284 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1856 464 173 1851 1976 6.2 6.3 12.434 B

2 254 63 1475 253 549 0.4 0.4 5.871 A

3 1834 458 197 1837 1531 4.4 4.6 9.215 A

4 83 21 2033 82 0 0.3 0.2 8.245 A

5 51 13 2099 50 17 0.1 0.2 8.741 A

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1511 378 139 1511 1583 6.3 2.9 7.373 A

2 200 50 1204 200 446 0.4 0.2 4.535 A

3 1476 369 153 1477 1251 4.6 2.5 6.405 A

4 66 17 1630 67 0 0.2 0.1 5.948 A

5 40 10 1682 40 15 0.2 0.1 6.698 A

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1275 319 119 1274 1332 2.9 2.2 5.638 A

2 170 43 1021 169 373 0.2 0.2 3.857 A

3 1239 310 133 1238 1058 2.5 1.9 5.080 A

4 59 15 1371 59 0 0.1 0.1 4.677 A

5 34 8 1418 34 12 0.1 0.1 5.274 A


8



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 702 1146 0.613 703 0.0 1.1 5.750 A

2 1,3,4,5 575 1146 0.502 576 0.0 0.8 5.099 A

Exit 1 1 1340 1340 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 181 1178 0.153 182 0.0 0.2 3.724 A

Exit 1 1 377 377 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 608 1180 0.515 607 0.0 0.9 4.878 A

2 1,2,3 635 1180 0.538 635 0.0 0.9 5.063 A

Exit 1 1 1064 1064 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 58 913 0.063 58 0.0 0.1 3.845 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 33 784 0.042 33 0.0 0.0 4.602 A

Exit 1 1 13 13 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 819 1140 0.718 816 1.1 1.9 7.457 A

2 1,3,4,5 717 1140 0.629 716 0.8 1.3 6.517 A

Exit 1 1 1592 1592 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 211 1076 0.196 211 0.2 0.3 4.461 A

Exit 1 1 446 446 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 718 1172 0.613 720 0.9 1.2 6.071 A

2 1,2,3 749 1172 0.639 751 0.9 1.4 6.215 A

Exit 1 1 1269 1269 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 67 769 0.087 67 0.1 0.1 5.364 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 41 680 0.060 41 0.0 0.0 6.217 A

Exit 1 1 14 14 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 962 1128 0.853 964 1.9 3.4 12.546 B

2 1,3,4,5 895 1128 0.793 898 1.3 2.8 11.068 B

Exit 1 1 1930 1930 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 251 941 0.267 251 0.3 0.4 5.538 A

Exit 1 1 551 551 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 879 1161 0.757 880 1.2 2.1 9.086 A

2 1,2,3 917 1161 0.790 918 1.4 2.2 9.227 A

Exit 1 1 1545 1545 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 83 564 0.147 82 0.1 0.3 7.839 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 50 533 0.095 50 0.0 0.1 8.284 A

Exit 1 1 19 19 0.0 0.0 0.000 A


9

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 968 1128 0.858 966 3.4 3.5 13.071 B

2 1,3,4,5 887 1128 0.787 885 2.8 2.8 11.739 B

Exit 1 1 1976 1976 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 254 947 0.268 253 0.4 0.4 5.871 A

Exit 1 1 549 549 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 902 1160 0.777 903 2.1 2.2 9.115 A

2 1,2,3 932 1160 0.803 934 2.2 2.4 9.313 A

Exit 1 1 1531 1531 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 83 540 0.153 82 0.3 0.2 8.245 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 51 515 0.100 50 0.1 0.2 8.741 A

Exit 1 1 17 17 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 812 1139 0.713 812 3.5 1.7 7.792 A

2 1,3,4,5 698 1139 0.613 700 2.8 1.2 6.883 A

Exit 1 1 1583 1583 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 200 1084 0.184 200 0.4 0.2 4.535 A

Exit 1 1 446 446 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 722 1175 0.614 722 2.2 1.1 6.334 A

2 1,2,3 755 1175 0.642 754 2.4 1.4 6.474 A

Exit 1 1 1251 1251 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 66 771 0.086 67 0.2 0.1 5.948 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 40 682 0.059 40 0.2 0.1 6.698 A

Exit 1 1 15 15 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 699 1146 0.610 698 1.7 1.2 5.955 A

2 1,3,4,5 576 1146 0.503 576 1.2 1.0 5.250 A

Exit 1 1 1332 1332 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 170 1178 0.144 169 0.2 0.2 3.857 A

Exit 1 1 373 373 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 603 1183 0.510 602 1.1 1.0 5.011 A

2 1,2,3 636 1183 0.538 636 1.4 0.9 5.146 A

Exit 1 1 1058 1058 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 59 919 0.064 59 0.1 0.1 4.677 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 34 788 0.043 34 0.1 0.1 5.274 A

Exit 1 1 12 12 0.0 0.0 0.000 A


10

DO SOMETHING, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





1 untitled Standard Roundabout 1,2,3,4,5 11.04 B


Left Normal/unknown






1 ONE HOUR ü 1725 100.000

2 ONE HOUR ü 233 100.000

3 ONE HOUR ü 1663 100.000

4 ONE HOUR ü 71 100.000

5 ONE HOUR ü 45 100.000

Demand (PCU/hr)

To

From

1 2 3 4 5

1 0 361 1360 0 4

2 174 0 55 0 4

3 1551 108 0 0 4

4 64 3 0 0 4

5 4 12 29 0 0

Proportions

To

From

1 2 3 4 5

1 0.00 0.21 0.79 0.00 0.00

2 0.75 0.00 0.24 0.00 0.02

3 0.93 0.06 0.00 0.00 0.00

4 0.90 0.04 0.00 0.00 0.06

5 0.09 0.27 0.64 0.00 0.00


11



Results



To

From

1 2 3 4 5

1 0 3 6 0 0

2 5 0 13 0 0

3 8 18 0 0 0

4 8 2 0 0 0

5 0 0 17 0 0

Average PCU Per Veh

To

From

1 2 3 4 5

1 1.000 1.030 1.060 1.000 1.000

2 1.050 1.000 1.130 1.000 1.000

3 1.080 1.180 1.000 1.000 1.000

4 1.080 1.020 1.000 1.000 1.000

5 1.000 1.000 1.167 1.000 1.000


08:00-08:15

1 1299 1299

2 175 175

3 1252 1252

4 53 53

5 34 34

08:15-08:30

1 1551 1551

2 209 209

3 1495 1495

4 64 64

5 40 40

08:30-08:45

1 1899 1899

2 257 257

3 1831 1831

4 78 78

5 50 50

08:45-09:00

1 1899 1899

2 257 257

3 1831 1831

4 78 78

5 50 50

09:00-09:15

1 1551 1551

2 209 209

3 1495 1495

4 64 64

5 40 40

09:15-09:30

1 1299 1299

2 175 175

3 1252 1252

4 53 53

5 34 34



1 12.65 7.0 B 1579 2368

2 5.88 0.4 A 214 321

3 10.26 5.0 B 1526 2289

4 8.63 0.2 A 66 100

5 8.88 0.2 A 41 61


12


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1307 327 113 1310 1347 0.0 2.0 5.546 A

2 177 44 1056 178 367 0.0 0.1 3.638 A

3 1245 311 138 1245 1096 0.0 1.6 4.941 A

4 53 13 1383 53 0 0.0 0.0 4.088 A

5 35 9 1425 35 11 0.0 0.0 4.772 A

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1552 388 139 1552 1607 2.0 3.5 7.022 A

2 208 52 1251 209 439 0.1 0.2 4.482 A

3 1491 373 165 1491 1295 1.6 2.6 6.190 A

4 64 16 1655 64 0 0.0 0.1 5.560 A

5 42 10 1704 41 15 0.0 0.1 5.871 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1893 473 167 1898 1975 3.5 6.5 12.422 B

2 256 64 1536 257 529 0.2 0.4 5.764 A

3 1826 457 201 1831 1591 2.6 5.0 9.816 A

4 78 20 2032 79 0 0.1 0.2 8.293 A

5 48 12 2093 48 17 0.1 0.2 8.305 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1893 473 167 1881 1977 6.5 7.0 12.648 B

2 258 65 1516 259 532 0.4 0.4 5.883 A

3 1828 457 203 1832 1572 5.0 4.8 10.260 B

4 80 20 2035 80 0 0.2 0.2 8.627 A

5 49 12 2096 48 18 0.2 0.2 8.884 A

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1531 383 137 1527 1616 7.0 3.2 7.411 A

2 211 53 1236 211 429 0.4 0.3 4.892 A

3 1495 374 165 1498 1281 4.8 2.5 6.453 A

4 66 17 1663 66 0 0.2 0.2 6.195 A

5 40 10 1714 39 15 0.2 0.1 6.753 A


13

09:15 - 09:30



08:00 - 08:15

08:15 - 08:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 1296 324 113 1299 1371 3.2 2.0 5.603 A

2 175 44 1051 174 360 0.3 0.2 3.973 A

3 1271 318 135 1272 1090 2.5 1.7 5.148 A

4 57 14 1407 57 0 0.2 0.1 4.566 A

5 32 8 1452 32 12 0.1 0.0 5.661 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 705 1148 0.614 706 0.0 1.2 5.900 A

2 1,3,4,5 602 1148 0.525 603 0.0 0.9 5.122 A

Exit 1 1 1347 1347 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 177 1160 0.153 178 0.0 0.1 3.638 A

Exit 1 1 367 367 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 606 1181 0.513 607 0.0 0.8 4.896 A

2 1,2,3 639 1181 0.541 638 0.0 0.9 4.984 A

Exit 1 1 1096 1096 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 53 913 0.058 53 0.0 0.0 4.088 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 35 785 0.044 35 0.0 0.0 4.772 A

Exit 1 1 11 11 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 827 1139 0.726 827 1.2 1.9 7.446 A

2 1,3,4,5 725 1139 0.636 724 0.9 1.6 6.532 A

Exit 1 1 1607 1607 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 208 1061 0.196 209 0.1 0.2 4.482 A

Exit 1 1 439 439 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 733 1171 0.626 733 0.8 1.2 6.096 A

2 1,2,3 758 1171 0.647 757 0.9 1.4 6.281 A

Exit 1 1 1295 1295 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 64 757 0.085 64 0.0 0.1 5.560 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 42 673 0.062 41 0.0 0.1 5.871 A

Exit 1 1 15 15 0.0 0.0 0.000 A


14

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 978 1130 0.866 981 1.9 3.4 13.006 B

2 1,3,4,5 914 1130 0.809 917 1.6 3.1 11.788 B

Exit 1 1 1975 1975 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 256 915 0.280 257 0.2 0.4 5.764 A

Exit 1 1 529 529 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 909 1159 0.785 912 1.2 2.4 9.661 A

2 1,2,3 917 1159 0.791 919 1.4 2.6 9.971 A

Exit 1 1 1591 1591 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 78 541 0.145 79 0.1 0.2 8.293 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 48 517 0.094 48 0.1 0.2 8.305 A

Exit 1 1 17 17 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 981 1130 0.868 975 3.4 3.8 13.297 B

2 1,3,4,5 912 1130 0.807 906 3.1 3.2 11.946 B

Exit 1 1 1977 1977 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 258 925 0.279 259 0.4 0.4 5.883 A

Exit 1 1 532 532 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 906 1158 0.782 908 2.4 2.3 10.111 B

2 1,2,3 922 1158 0.796 924 2.6 2.5 10.408 B

Exit 1 1 1572 1572 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 80 539 0.149 80 0.2 0.2 8.627 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 49 516 0.095 48 0.2 0.2 8.884 A

Exit 1 1 18 18 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 820 1140 0.719 818 3.8 1.7 7.764 A

2 1,3,4,5 711 1140 0.624 709 3.2 1.4 7.001 A

Exit 1 1 1616 1616 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 211 1069 0.198 211 0.4 0.3 4.892 A

Exit 1 1 429 429 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 739 1171 0.631 740 2.3 1.2 6.380 A

2 1,2,3 757 1171 0.646 758 2.5 1.3 6.525 A

Exit 1 1 1281 1281 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 66 752 0.088 66 0.2 0.2 6.195 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 40 669 0.059 39 0.2 0.1 6.753 A

Exit 1 1 15 15 0.0 0.0 0.000 A


15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1

1 2,3 705 1148 0.614 707 1.7 1.1 5.915 A

2 1,3,4,5 590 1148 0.514 592 1.4 0.8 5.228 A

Exit 1 1 1371 1371 0.0 0.0 0.000 A

2Entry 1 1 1,2,3,4,5 175 1163 0.150 174 0.3 0.2 3.973 A

Exit 1 1 360 360 0.0 0.0 0.000 A

3Entry 1

1 1,4,5 621 1182 0.526 622 1.2 0.8 5.089 A

2 1,2,3 650 1182 0.550 649 1.3 0.9 5.205 A

Exit 1 1 1090 1090 0.0 0.0 0.000 A

4Entry 1 1 1,2,3,4,5 57 899 0.063 57 0.2 0.1 4.566 A

Exit 1 1 0 0 0.0 0.0 0.000 A

5Entry 1 1 1,2,3,4,5 32 774 0.042 32 0.1 0.0 5.661 A

Exit 1 1 12 12 0.0 0.0 0.000 A


16

Basic Results SummaryBasic Results Summary

User and Project DetailsProject:

Title:

Location:

Additional detail:

File name: A638_HurstLane.lsg3x

Author:

Company:

Address:

Basic Results Summary

Scenario 1: 'Do Minimum PM' (FG1: 'Do Minimum PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram

A638/Hurst LanePRC: 44.2 %Total Traffic Delay: 8.6 pcuHr

Arm 1 - A638 NB Entry

1 21136

23340.8%

19391250

40.8%

Arm

2 -

A638

SB

Ent

ry

1217

1121

362

.1%

1941

796

62.1

%

Arm 3 - Hurst Lane WB Entry

12

1753 370 62.4%1972 197 62.4%

Arm 4 - A638 NB Exit

1Inf

Inf0.0%

Arm

5 -

A638

SB

Exit

1In

fIn

f0.

0%Arm 6 - Hurst Lane EB Exit

1InfInf0.0%

A

B

C

Basic Results SummaryNetwork Results

Item LaneDescription

LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)

Turners WhenUnopposed(pcu)

Turners InIntergreen(pcu)

TotalDelay(pcuHr)

Av.DelayPer PCU(s/pcu)

MeanMaxQueue(pcu)

Network - - - - - - - - - 62.4% 0 0 0 8.6 - -

A638/HurstLane - - - - - - - - - 62.4% 0 0 0 8.6 - -

1/1+1/2A638 NB

Entry AheadRight

U A D 1 66 17 605 1136:1939 233+1250 40.8 :40.8% - - - 1.0 5.9 4.7

2/2+2/1A638 SB

Entry AheadLeft

U B E 1 41:59 18 626 1941:1711 796+213 62.1 :62.1% - - - 3.4 19.4 9.6

3/1+3/2Hurst LaneWB EntryRight Left

U F C 1 18:8 - 354 1753:1972 370+197 62.4 :62.4% - - - 4.2 42.9 6.0

C1 PRC for Signalled Lanes (%): 44.2 Total Delay for Signalled Lanes (pcuHr): 8.59 Cycle Time (s): 90PRC Over All Lanes (%): 44.2 Total Delay Over All Lanes(pcuHr): 8.59

Basic Results SummaryScenario 2: 'Do Something PM' (FG2: 'Do Something PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1 21136

84671.7%

1939138

71.7%

Arm

2 -

A638

SB

Ent

ry

1217

1119

171

.6%

1941

713

71.6

%


12

1753 454 69.8%1972 197 63.9%


1Inf

Inf0.0%

Arm

5 -

A638

SB

Exit

1In

fIn

f0.

0%

Arm 6 - Hurst Lane EB Exit

1InfInf0.0%

A

B

C



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 71.7% 0 0 0 11.9 - -

A638/HurstLane - - - - - - - - - 71.7% 0 0 0 11.9 - -

1/1+1/2A638 NB

Entry AheadRight

U A D 1 66 22 705 1136:1939 846+138 71.7 :71.7% - - - 2.4 12.3 9.5

2/2+2/1A638 SB

Entry AheadLeft

U B E 1 36:54 18 647 1941:1711 713+191 71.6 :71.6% - - - 4.5 25.2 11.3


U F C 1 23:8 - 443 1753:1972 454+197 69.8 :63.9% - - - 5.0 40.8 8.1


Basic Results SummaryScenario 3: 'Do Minimum AM' (FG3: 'Do Minimum AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1 21136

85066.0%

1939196

66.0%

Arm

2 -

A638

SB

Ent

ry

1217

1135

856

.5%

1941

804

56.5

%


12

1753 312 56.8%1972 139 46.9%


1Inf

Inf0.0%

Arm

5 -

A638

SB

Exit

1In

fIn

f0.

0%


1InfInf0.0%

A

B

C



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 66.0% 0 0 0 7.5 - -

A638/HurstLane - - - - - - - - - 66.0% 0 0 0 7.5 - -

1/1+1/2A638 NB

Entry AheadRight

U A D 1 67 14 690 1136:1939 850+196 66.0 :66.0% - - - 1.9 9.9 7.7

2/2+2/1A638 SB

Entry AheadLeft

U B E 1 45:62 17 656 1941:1711 804+358 56.5 :56.5% - - - 2.7 14.7 7.8


U F C 1 15:7 - 242 1753:1972 312+139 56.8 :46.9% - - - 2.9 43.7 4.6


Basic Results SummaryScenario 4: 'Do Something AM' (FG4: 'Do Something AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram



1 21136

85473.4%

1939172

73.4%

Arm

2 -

A638

SB

Ent

ry

1217

1129

666

.5%

1941

743

66.5

%


12

1753 409 62.8%1972 111 62.8%


1Inf

Inf0.0%

Arm

5 -

A638

SB

Exit

1In

fIn

f0.

0%


1InfInf0.0%

A

B

C



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 73.4% 0 0 0 10.1 - -

A638/HurstLane - - - - - - - - - 73.4% 0 0 0 10.1 - -

1/1+1/2A638 NB

Entry AheadRight

U A D 1 67 19 753 1136:1939 854+172 73.4 :73.4% - - - 2.5 12.0 9.9

2/2+2/1A638 SB

Entry AheadLeft

U B E 1 40:57 17 691 1941:1711 743+296 66.5 :66.5% - - - 3.8 19.8 9.9


U F C 1 20:7 - 327 1753:1972 409+111 62.8 :62.8% - - - 3.8 41.9 6.5




Title:

Location:

Additional detail:

File name: GreatYorkshireWay_SheepBridgeLane.lsg3x

Author:

Company:

Address:

Scenario 1: 'Do Minimum' (FG1: 'Do Minimum', Plan 1: 'Network Control Plan 1')Network Layout Diagram

Great Yorkshire Way/Sheep Bridge LanePRC: 61.2 %Total Traffic Delay: 11.1 pcuHrAve. Route Delay Per Ped: 0.0 s/Ped

Arm 1 -

1 21795

8080.6%

2028665

55.1%

Arm 2 -

1Inf

Inf0.0%

Arm 3 -

1InfInf0.0%

Arm 4 -

123

196579755.8%209984819.0%20072119.0%

Arm 5 -

123

1816 968 41.2%2099 568 41.2%2090 894 26.2%

Arm

6 -

1In

fIn

f0.

0%

Arm 7 -

1 Inf Inf 0.0%

Arm 8 -

123

1965157341.3%195539041.3%197519758.2%

Arm 9 -

1

Inf

Inf

0.0%

Arm 10 -

12

InfInf0.0%InfInf0.0%

A

B

C

D



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)

TurnersWhenUnopposed(pcu)


TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 55.8% 0 0 0 11.1 - -

GreatYorkshire

Way/SheepBridge Lane

- - - - - - - - - 55.8% 0 0 0 11.1 - -

1/1 Left U D E 2 79 22 5 1795 808 0.6% - - - 0.0 16.1 0.1

1/2 Right U D 2 57 - 366 2028 665 55.1% - - - 3.1 30.8 8.2

4/1 Ahead U A 2 71 - 445 1965 797 55.8% - - - 3.2 25.7 9.2

4/2+4/3 RightAhead U A C 2 71:14 - 165 2099:2007 848+21 19.0 :

19.0% - - - 0.9 20.3 2.7

5/2+5/1 Left Ahead U B I 2 75:116 41 633 2099:1816 568+968 41.2 :41.2% - - - 2.2 12.7 5.8

5/3 Ahead U B 2 75 - 234 2090 894 26.2% - - - 1.3 19.3 3.9

8/2+8/1 AheadAhead2 U - - - - 810 1955:1965 390+1573 41.3 :

41.3% - - - 0.4 1.6 0.4

8/3 Ahead U - - - - 162 1975 1975 8.2% - - - 0.0 1.0 0.0

Ped Link: P1 UnnamedPed Link - F 2 75 - 0 - 0 0.0% - - - - - -

Ped Link: P2 UnnamedPed Link - G 1 7 - 0 - 0 0.0% - - - - - -

Ped Link: P3 UnnamedPed Link - H 2 32 - 0 - 0 0.0% - - - - - -


Basic Results SummaryScenario 2: 'Do Something' (FG2: 'Do Something', Plan 1: 'Network Control Plan 1')Network Layout Diagram

Great Yorkshire Way/Sheep Bridge LanePRC: 48.6 %Total Traffic Delay: 12.3 pcuHrAve. Route Delay Per Ped: 0.0 s/Ped

Arm 1 -

1 21795

7680.8%

2028620

59.9%

Arm 2 -

1Inf

Inf0.0%

Arm 3 -

1InfInf0.0%

Arm 4 -

123

196584160.6%209989219.6%20072519.6%

Arm 5 -

123

1816 939 42.9%2099 629 42.9%2090 941 28.7%

Arm

6 -

1In

fIn

f0.

0%

Arm 7 -

1 Inf Inf 0.0%

Arm 8 -

123

1965157044.8%195539344.8%197519758.9%

Arm 9 -

1

Inf

Inf

0.0%

Arm 10 -

12

InfInf0.0%InfInf0.0%

A

B

C

D



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 60.6% 0 0 0 12.3 - -

GreatYorkshire

Way/SheepBridge Lane

- - - - - - - - - 60.6% 0 0 0 12.3 - -

1/1 Left U D E 2 75 22 6 1795 768 0.8% - - - 0.0 17.4 0.1

1/2 Right U D 2 53 - 371 2028 620 59.9% - - - 3.5 33.8 8.7

4/1 Ahead U A 2 75 - 509 1965 841 60.6% - - - 3.6 25.3 10.9

4/2+4/3 RightAhead U A C 2 75:14 - 180 2099:2007 892+25 19.6 :

19.6% - - - 1.0 19.2 2.9

5/2+5/1 Left Ahead U B I 2 79:116 37 673 2099:1816 629+939 42.9 :42.9% - - - 2.4 12.7 6.0

5/3 Ahead U B 2 79 - 270 2090 941 28.7% - - - 1.4 18.4 4.6

8/2+8/1 AheadAhead2 U - - - - 879 1955:1965 393+1570 44.8 :

44.8% - - - 0.4 1.7 0.4

8/3 Ahead U - - - - 176 1975 1975 8.9% - - - 0.0 1.0 0.0

Ped Link: P1 UnnamedPed Link - F 2 79 - 0 - 0 0.0% - - - - - -

Ped Link: P2 UnnamedPed Link - G 1 7 - 0 - 0 0.0% - - - - - -

Ped Link: P3 UnnamedPed Link - H 2 32 - 0 - 0 0.0% - - - - - -




Title:

Location:

Additional detail:

File name: Hurst Lane_Hayfield Lane.lsg3x

Author:

Company:

Address:

Scenario 1: 'Do Minimum' (FG1: 'Do Minimum', Plan 1: 'Network Control Plan 1')Network Layout Diagram



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 56.6% 170 43 5 10.2 - -

HurstLane/Hayfield - - - - - - - - - 56.6% 170 43 5 10.2 - -

1/1+1/2Hurst Lane NBENTRY Ahead

Right LeftU+O A E 1 37 4 488 1880:1836 539+434 50.1 :

50.2% 170 43 5 3.6 26.5 5.0

2/1Hurst Lane SBENTRY Ahead

Left RightO B 1 26 - 315 1855 556 56.6% 0 0 0 3.0 34.0 7.2

3/2+3/1

Hayfield LaneWB ENTRYLeft Right

Ahead

U C F 1 9:20 11 329 1767:1865 192+398 55.8 :55.8% - - - 3.6 39.4 5.4

8/1

Hayfield LaneEB ENTRYRight Left

Ahead

U D 1 7 - 0 1890 168 0.0% - - - 0.0 0.0 0.0

Ped Link: P1 Unnamed PedLink - G 1 7 - 0 - 0 0.0% - - - - - -

Ped Link: P2 Unnamed PedLink - H 1 7 - 0 - 0 0.0% - - - - - -


Basic Results SummaryScenario 2: 'Do Something' (FG2: 'Do Something', Plan 1: 'Network Control Plan 1')Network Layout Diagram



LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 57.1% 170 43 5 10.3 - -

HurstLane/Hayfield - - - - - - - - - 57.1% 170 43 5 10.3 - -

1/1+1/2Hurst Lane NBENTRY Ahead

Right LeftU+O A E 1 37 4 488 1880:1836 539+434 50.1 :

50.2% 170 43 5 3.6 26.5 5.0

2/1Hurst Lane SBENTRY Ahead

Left RightO B 1 26 - 315 1855 556 56.6% 0 0 0 3.0 34.0 7.2

3/2+3/1

Hayfield LaneWB ENTRYLeft Right

Ahead

U C F 1 9:20 11 339 1767:1865 196+398 57.1 :57.1% - - - 3.7 39.8 5.6

8/1

Hayfield LaneEB ENTRYRight Left

Ahead

U D 1 7 - 0 1890 168 0.0% - - - 0.0 0.0 0.0

Ped Link: P1 Unnamed PedLink - G 1 7 - 0 - 0 0.0% - - - - - -

Ped Link: P2 Unnamed PedLink - H 1 7 - 0 - 0 0.0% - - - - - -


MITIGATION OUTPUTS

Filename: 1.0_Armthorpe Rd Leger Way A18 -Lane Simulation_NOLTSL.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\07_Mitigation Report generation date: 03/03/2020 15:59:24




Version: 9.0.1.4646 []





PM



Arm 1 8.9 48.48 E

Arm 2 0.9 7.64 A

Arm 3 3.5 14.43 B

Arm 4 34.7 151.51 F


Arm 1 5.5 33.54 D

Arm 2 1.0 7.56 A

Arm 3 3.0 12.81 B

Arm 4 62.9 261.73 F




File summary

File Description

Title Armthorpe Road Junction - Lane Simulation Mode

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units


Analysis Options


Demand Set Summary



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 474234428 321 52.02





2



A1 ü ü 100.000 100.000


3

DO MINIMUM, PM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry











Left Normal/unknown


1 A18 (North)

2 Armthorpe Road (East)

3 A18 (South)

4 Armthorpe Road (West)








1 3.39 8.12 17.9 31.5 38.3 25.6

2 3.57 8.04 17.5 10.1 44.6 32.7

3 4.19 7.76 19.6 9.3 56.7 35.9

4 4.06 8.00 13.6 10.6 56.4 33.6


1 0.689 1864

2 0.616 1722

3 0.573 1802

4 0.570 1748







4

Lanes


Lane Movements

Traffic Demand

Demand Set Details


11 [Give-way line]

1 2,3 ü 3.25 0 99999

2 1,4 ü 2.60 0 99999

2 1 (1,2,3,4) Infinity

21 [Give-way line]

1 3,4 ü 4.30 0 99999

2 1,2 ü 4.10 0 99999

2 1 (1,2,3,4) Infinity

31 [Give-way line]

1 1,4 ü 4.00 0 99999

2 2,3 ü 3.13 0 99999

2 1 (1,2,3,4) Infinity

41 [Give-way line]

1 1 ü 11.65 0 99999

2 2 ü 10.70 0 99999

3 3,4 ü 3.50 0 99999

2 1 (1,2,3,4) Infinity


1 1 [Give-way line]1 0.344 932

2 0.344 932

2 1 [Give-way line]1 0.308 861

2 0.308 861

3 1 [Give-way line]1 0.286 901

2 0.286 901

4 1 [Give-way line]

1 0.190 583

2 0.190 583

3 0.190 583


1 2 3 4

11 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

31 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü

41 [Give-way line]

1 ü

2 ü

3 ü ü

2 1 ü ü ü ü






5



Vehicle Mix




1 ONE HOUR ü 560 100.000

2 ONE HOUR ü 363 100.000

3 ONE HOUR ü 781 100.000

4 ONE HOUR ü 680 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 85 455 20

2 215 0 0 148

3 433 335 0 13

4 279 352 49 0

Proportions

To

From

1 2 3 4

1 0.00 0.15 0.81 0.04

2 0.59 0.00 0.00 0.41

3 0.55 0.43 0.00 0.02

4 0.41 0.52 0.07 0.00


To

From

1 2 3 4

1 0 0 1 0

2 0 0 0 0

3 3 6 0 0

4 3 0 0 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.000 1.010 1.000

2 1.000 1.000 1.000 1.000

3 1.030 1.060 1.000 1.000

4 1.030 1.000 1.000 1.000


08:00-08:15

1 422 422

2 273 273

3 588 588

4 512 512

08:15-08:30

1 503 503

2 326 326

3 702 702

4 611 611

08:30-08:45

1 617 617

2 400 400

3 860 860

4 749 749

08:45-09:00

1 617 617

2 400 400

3 860 860

4 749 749

09:00-09:15

1 503 503

2 326 326

3 702 702

4 611 611

09:15-09:30

1 422 422

2 273 273

3 588 588

4 512 512


6

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00



1 48.48 8.9 E 514 771

2 7.64 0.9 A 332 499

3 14.43 3.5 B 719 1078

4 151.51 34.7 F 628 942

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 420 105 562 417 701 0.0 1.3 9.794 A

2 273 68 394 273 585 0.0 0.4 5.917 A

3 592 148 289 593 379 0.0 1.2 7.315 A

4 519 130 747 516 135 0.0 2.7 15.998 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 511 128 662 513 829 1.3 2.3 15.432 C

2 331 83 483 329 693 0.4 0.7 6.573 A

3 701 175 347 698 465 1.2 2.0 9.349 A

4 614 154 878 613 167 2.7 5.1 27.144 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 611 153 773 600 1006 2.3 7.3 33.627 D

2 404 101 564 403 809 0.7 0.9 7.537 A

3 868 217 425 864 543 2.0 3.5 13.762 B

4 752 188 1086 693 202 5.1 21.8 77.755 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 614 153 786 609 996 7.3 8.9 48.483 E

2 395 99 567 397 828 0.9 0.8 7.645 A

3 857 214 416 859 548 3.5 3.4 14.429 B

4 753 188 1080 702 195 21.8 34.7 151.509 F


7

09:00 - 09:15

09:15 - 09:30



08:00 - 08:15

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 503 126 707 509 853 8.9 2.7 27.517 D

2 323 81 485 323 731 0.8 0.6 6.745 A

3 702 176 341 701 467 3.4 1.7 9.942 A

4 617 154 883 677 160 34.7 14.6 118.280 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 425 106 558 425 708 2.7 1.3 12.233 B

2 268 67 398 267 586 0.6 0.5 6.066 A

3 593 148 283 593 382 1.7 1.3 7.610 A

4 513 128 742 524 134 14.6 3.1 34.704 D

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 403 739 0.546 402 0.0 1.0 8.425 A

2 1,4 16 739 0.021 16 0.0 0.0 4.752 A

2 1 (1,2,3,4) 420 419 0.0 0.3 1.485 A

Exit 1 1 701 701 0.0 0.0 0.000 A

2Entry

11 3,4 110 739 0.148 110 0.0 0.2 5.592 A

2 1,2 163 739 0.220 163 0.0 0.3 6.117 A

2 1 (1,2,3,4) 273 273 0.0 0.0 0.014 A

Exit 1 1 585 585 0.0 0.0 0.000 A

3Entry

11 1,4 334 818 0.408 334 0.0 0.7 7.178 A

2 2,3 258 818 0.315 259 0.0 0.4 6.297 A

2 1 (1,2,3,4) 592 591 0.0 0.1 0.510 A

Exit 1 1 379 379 0.0 0.0 0.000 A

4Entry

1

1 1 212 441 0.482 213 0.0 0.9 14.682 B

2 2 269 441 0.610 265 0.0 1.7 17.886 C

3 3,4 38 441 0.085 38 0.0 0.1 8.345 A

2 1 (1,2,3,4) 519 519 0.0 0.0 0.099 A

Exit 1 1 135 135 0.0 0.0 0.000 A


8

08:15 - 08:30

08:30 - 08:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 495 704 0.703 496 1.0 1.5 10.737 B

2 1,4 18 704 0.025 18 0.0 0.0 5.257 A

2 1 (1,2,3,4) 511 513 0.3 0.8 4.874 A

Exit 1 1 829 829 0.0 0.0 0.000 A

2Entry

11 3,4 137 712 0.193 136 0.2 0.3 6.057 A

2 1,2 193 712 0.271 192 0.3 0.4 6.875 A

2 1 (1,2,3,4) 331 330 0.0 0.0 0.033 A

Exit 1 1 693 693 0.0 0.0 0.000 A

3Entry

11 1,4 397 802 0.496 397 0.7 1.0 8.617 A

2 2,3 302 802 0.377 301 0.4 0.7 7.149 A

2 1 (1,2,3,4) 701 700 0.1 0.3 1.349 A

Exit 1 1 465 465 0.0 0.0 0.000 A

4Entry

1

1 1 255 416 0.612 252 0.9 1.8 21.767 C

2 2 314 416 0.754 317 1.7 2.8 30.897 D

3 3,4 44 416 0.106 44 0.1 0.1 9.855 A

2 1 (1,2,3,4) 614 612 0.0 0.4 1.373 A

Exit 1 1 167 167 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 579 666 0.870 578 1.5 2.4 13.445 B

2 1,4 21 666 0.032 21 0.0 0.0 5.347 A

2 1 (1,2,3,4) 611 601 0.8 4.9 20.380 C

Exit 1 1 1006 1006 0.0 0.0 0.000 A

2Entry

11 3,4 166 687 0.242 166 0.3 0.3 6.803 A

2 1,2 238 687 0.346 237 0.4 0.6 7.878 A

2 1 (1,2,3,4) 404 404 0.0 0.0 0.098 A

Exit 1 1 809 809 0.0 0.0 0.000 A

3Entry

11 1,4 497 779 0.637 497 1.0 1.5 10.610 B

2 2,3 370 779 0.474 367 0.7 1.0 8.216 A

2 1 (1,2,3,4) 868 866 0.3 1.1 4.152 A

Exit 1 1 543 543 0.0 0.0 0.000 A

4Entry

1

1 1 289 376 0.767 287 1.8 3.8 40.338 E

2 2 359 376 0.955 351 2.8 7.4 62.006 F

3 3,4 55 376 0.147 55 0.1 0.2 11.446 B

2 1 (1,2,3,4) 752 703 0.4 10.4 27.089 D

Exit 1 1 202 202 0.0 0.0 0.000 A


9

08:45 - 09:00

09:00 - 09:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 590 661 0.892 590 2.4 2.4 14.692 B

2 1,4 19 661 0.029 19 0.0 0.0 5.780 A

2 1 (1,2,3,4) 614 609 4.9 6.5 34.082 D

Exit 1 1 996 996 0.0 0.0 0.000 A

2Entry

11 3,4 161 686 0.235 162 0.3 0.3 6.828 A

2 1,2 234 686 0.341 235 0.6 0.5 8.046 A

2 1 (1,2,3,4) 395 395 0.0 0.0 0.092 A

Exit 1 1 828 828 0.0 0.0 0.000 A

3Entry

11 1,4 487 782 0.623 488 1.5 1.5 10.841 B

2 2,3 370 782 0.474 371 1.0 0.8 8.149 A

2 1 (1,2,3,4) 857 857 1.1 1.0 4.720 A

Exit 1 1 548 548 0.0 0.0 0.000 A

4Entry

1

1 1 290 377 0.768 287 3.8 4.1 49.426 E

2 2 367 377 0.973 364 7.4 8.2 77.628 F

3 3,4 50 377 0.133 50 0.2 0.1 11.566 B

2 1 (1,2,3,4) 753 707 10.4 22.2 89.759 F

Exit 1 1 195 195 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 490 689 0.712 491 2.4 1.6 12.512 B

2 1,4 18 689 0.027 18 0.0 0.0 5.571 A

2 1 (1,2,3,4) 503 508 6.5 1.0 15.443 C

Exit 1 1 853 853 0.0 0.0 0.000 A

2Entry

11 3,4 131 712 0.184 131 0.3 0.2 6.354 A

2 1,2 192 712 0.270 192 0.5 0.4 6.937 A

2 1 (1,2,3,4) 323 323 0.0 0.0 0.048 A

Exit 1 1 731 731 0.0 0.0 0.000 A

3Entry

11 1,4 400 803 0.497 399 1.5 1.0 8.948 A

2 2,3 302 803 0.377 303 0.8 0.6 7.278 A

2 1 (1,2,3,4) 702 702 1.0 0.2 1.719 A

Exit 1 1 467 467 0.0 0.0 0.000 A

4Entry

1

1 1 274 415 0.661 273 4.1 2.7 37.893 E

2 2 340 415 0.821 353 8.2 4.8 63.169 F

3 3,4 51 415 0.123 51 0.1 0.1 10.371 B

2 1 (1,2,3,4) 617 666 22.2 6.9 71.352 F

Exit 1 1 160 160 0.0 0.0 0.000 A


10

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 411 740 0.555 410 1.6 1.1 9.629 A

2 1,4 15 740 0.021 15 0.0 0.0 5.097 A

2 1 (1,2,3,4) 425 426 1.0 0.2 2.826 A

Exit 1 1 708 708 0.0 0.0 0.000 A

2Entry

11 3,4 110 738 0.148 109 0.2 0.2 5.804 A

2 1,2 159 738 0.215 158 0.4 0.3 6.233 A

2 1 (1,2,3,4) 268 268 0.0 0.0 0.009 A

Exit 1 1 586 586 0.0 0.0 0.000 A

3Entry

11 1,4 341 820 0.416 341 1.0 0.7 7.522 A

2 2,3 252 820 0.307 252 0.6 0.4 6.423 A

2 1 (1,2,3,4) 593 592 0.2 0.1 0.565 A

Exit 1 1 382 382 0.0 0.0 0.000 A

4Entry

1

1 1 217 442 0.492 218 2.7 1.0 21.435 C

2 2 267 442 0.604 270 4.8 1.7 30.962 D

3 3,4 37 442 0.083 36 0.1 0.1 9.212 A

2 1 (1,2,3,4) 513 521 6.9 0.3 10.922 B

Exit 1 1 134 134 0.0 0.0 0.000 A


11

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix




Last

RunLane Simulation

Arm 4 - Lane





Left Normal/unknown






1 ONE HOUR ü 505 100.000

2 ONE HOUR ü 396 100.000

3 ONE HOUR ü 775 100.000

4 ONE HOUR ü 723 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 90 400 15

2 235 0 0 161

3 386 376 0 13

4 283 391 49 0

Proportions

To

From

1 2 3 4

1 0.00 0.18 0.79 0.03

2 0.59 0.00 0.00 0.41

3 0.50 0.49 0.00 0.02

4 0.39 0.54 0.07 0.00


12



Results



To

From

1 2 3 4

1 0 0 0 0

2 0 0 0 0

3 1 2 0 0

4 1 0 0 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000

3 1.010 1.020 1.000 1.000

4 1.010 1.000 1.000 1.000


08:00-08:15

1 380 380

2 298 298

3 583 583

4 544 544

08:15-08:30

1 454 454

2 356 356

3 697 697

4 650 650

08:30-08:45

1 556 556

2 436 436

3 853 853

4 796 796

08:45-09:00

1 556 556

2 436 436

3 853 853

4 796 796

09:00-09:15

1 454 454

2 356 356

3 697 697

4 650 650

09:15-09:30

1 380 380

2 298 298

3 583 583

4 544 544



1 33.54 5.5 D 464 696

2 7.56 1.0 A 366 549

3 12.81 3.0 B 710 1065

4 261.73 62.9 F 662 993


13


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 377 94 611 377 674 0.0 1.1 9.258 A

2 299 75 349 300 639 0.0 0.5 5.874 A

3 579 145 311 576 338 0.0 1.3 6.956 A

4 542 135 744 541 143 0.0 3.2 18.551 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 454 114 726 456 813 1.1 1.8 13.870 B

2 358 90 418 359 763 0.5 0.6 6.627 A

3 697 174 373 697 405 1.3 1.7 8.744 A

4 645 161 900 638 170 3.2 7.2 34.156 D

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 559 140 830 548 949 1.8 5.4 28.247 D

2 438 109 497 438 881 0.6 0.9 7.398 A

3 851 213 454 851 481 1.7 3.0 12.460 B

4 793 198 1097 683 208 7.2 34.2 113.533 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 560 140 825 553 944 5.4 5.5 33.544 D

2 436 109 498 434 880 0.9 1.0 7.560 A

3 850 213 450 852 483 3.0 3.0 12.813 B

4 801 200 1092 677 210 34.2 62.9 257.958 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 454 113 789 455 842 5.5 2.2 20.305 C

2 359 90 425 359 819 1.0 0.6 6.707 A

3 697 174 373 699 412 3.0 1.6 9.148 A

4 650 162 899 732 173 62.9 42.9 261.728 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 381 95 663 381 713 2.2 1.2 11.718 B

2 305 76 354 305 690 0.6 0.6 6.100 A

3 587 147 316 586 342 1.6 1.2 7.355 A

4 541 135 753 623 149 42.9 11.9 114.546 F


14



08:00 - 08:15

08:15 - 08:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 366 722 0.508 366 0.0 1.0 8.262 A

2 1,4 12 722 0.016 11 0.0 0.0 4.823 A

2 1 (1,2,3,4) 377 378 0.0 0.1 1.087 A

Exit 1 1 674 674 0.0 0.0 0.000 A

2Entry

11 3,4 121 753 0.161 122 0.0 0.2 5.581 A

2 1,2 177 753 0.236 178 0.0 0.3 6.055 A

2 1 (1,2,3,4) 299 299 0.0 0.0 0.011 A

Exit 1 1 639 639 0.0 0.0 0.000 A

3Entry

11 1,4 297 812 0.365 296 0.0 0.6 6.769 A

2 2,3 281 812 0.346 280 0.0 0.6 6.357 A

2 1 (1,2,3,4) 579 578 0.0 0.1 0.383 A

Exit 1 1 338 338 0.0 0.0 0.000 A

4Entry

1

1 1 208 441 0.472 210 0.0 0.9 14.921 B

2 2 296 441 0.670 294 0.0 2.1 21.923 C

3 3,4 37 441 0.085 37 0.0 0.1 8.692 A

2 1 (1,2,3,4) 542 541 0.0 0.1 0.229 A

Exit 1 1 143 143 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 441 682 0.647 442 1.0 1.3 10.514 B

2 1,4 13 682 0.020 13 0.0 0.0 5.504 A

2 1 (1,2,3,4) 454 455 0.1 0.5 3.486 A

Exit 1 1 813 813 0.0 0.0 0.000 A

2Entry

11 3,4 145 732 0.198 145 0.2 0.3 6.099 A

2 1,2 213 732 0.291 215 0.3 0.4 6.911 A

2 1 (1,2,3,4) 358 358 0.0 0.0 0.048 A

Exit 1 1 763 763 0.0 0.0 0.000 A

3Entry

11 1,4 357 794 0.449 358 0.6 0.8 8.035 A

2 2,3 339 794 0.427 339 0.6 0.7 7.347 A

2 1 (1,2,3,4) 697 696 0.1 0.2 1.038 A

Exit 1 1 405 405 0.0 0.0 0.000 A

4Entry

1

1 1 251 412 0.609 252 0.9 1.7 22.860 C

2 2 346 412 0.841 344 2.1 4.1 38.103 E

3 3,4 43 412 0.104 43 0.1 0.1 9.386 A

2 1 (1,2,3,4) 645 640 0.1 1.3 3.702 A

Exit 1 1 170 170 0.0 0.0 0.000 A


15

08:30 - 08:45

08:45 - 09:00

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 534 646 0.827 532 1.3 2.2 13.580 B

2 1,4 16 646 0.025 16 0.0 0.0 5.622 A

2 1 (1,2,3,4) 559 550 0.5 3.2 14.847 B

Exit 1 1 949 949 0.0 0.0 0.000 A

2Entry

11 3,4 177 708 0.250 177 0.3 0.3 6.613 A

2 1,2 261 708 0.369 261 0.4 0.6 7.773 A

2 1 (1,2,3,4) 438 438 0.0 0.0 0.100 A

Exit 1 1 881 881 0.0 0.0 0.000 A

3Entry

11 1,4 434 771 0.563 433 0.8 1.2 9.690 A

2 2,3 417 771 0.541 417 0.7 1.0 8.622 A

2 1 (1,2,3,4) 851 851 0.2 0.8 3.273 A

Exit 1 1 481 481 0.0 0.0 0.000 A

4Entry

1

1 1 271 374 0.724 270 1.7 3.3 40.050 E

2 2 371 374 0.991 368 4.1 8.7 72.243 F

3 3,4 45 374 0.119 45 0.1 0.1 11.518 B

2 1 (1,2,3,4) 793 686 1.3 22.0 56.846 F

Exit 1 1 208 208 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 539 648 0.831 538 2.2 2.2 14.171 B

2 1,4 16 648 0.024 16 0.0 0.0 5.757 A

2 1 (1,2,3,4) 560 554 3.2 3.3 19.619 C

Exit 1 1 944 944 0.0 0.0 0.000 A

2Entry

11 3,4 180 707 0.255 180 0.3 0.4 6.798 A

2 1,2 256 707 0.361 255 0.6 0.6 7.883 A

2 1 (1,2,3,4) 436 436 0.0 0.0 0.115 A

Exit 1 1 880 880 0.0 0.0 0.000 A

3Entry

11 1,4 439 772 0.569 439 1.2 1.3 9.814 A

2 2,3 412 772 0.534 413 1.0 0.9 8.678 A

2 1 (1,2,3,4) 850 852 0.8 0.8 3.550 A

Exit 1 1 483 483 0.0 0.0 0.000 A

4Entry

1

1 1 263 375 0.701 265 3.3 3.2 45.587 E

2 2 369 375 0.983 369 8.7 9.4 88.572 F

3 3,4 43 375 0.115 43 0.1 0.1 11.704 B

2 1 (1,2,3,4) 801 675 22.0 50.1 192.029 F

Exit 1 1 210 210 0.0 0.0 0.000 A


16

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 443 660 0.670 442 2.2 1.5 12.131 B

2 1,4 13 660 0.020 13 0.0 0.0 5.842 A

2 1 (1,2,3,4) 454 456 3.3 0.7 8.458 A

Exit 1 1 842 842 0.0 0.0 0.000 A

2Entry

11 3,4 148 730 0.203 148 0.4 0.2 6.167 A

2 1,2 212 730 0.290 211 0.6 0.4 6.959 A

2 1 (1,2,3,4) 359 360 0.0 0.0 0.078 A

Exit 1 1 819 819 0.0 0.0 0.000 A

3Entry

11 1,4 357 794 0.450 358 1.3 0.7 8.260 A

2 2,3 340 794 0.429 341 0.9 0.7 7.482 A

2 1 (1,2,3,4) 697 698 0.8 0.2 1.282 A

Exit 1 1 412 412 0.0 0.0 0.000 A

4Entry

1

1 1 280 412 0.681 284 3.2 2.7 39.516 E

2 2 389 412 0.945 399 9.4 8.0 79.941 F

3 3,4 50 412 0.120 50 0.1 0.1 10.701 B

2 1 (1,2,3,4) 650 719 50.1 32.1 203.384 F

Exit 1 1 173 173 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2,3 370 704 0.525 369 1.5 1.0 9.797 A

2 1,4 12 704 0.017 12 0.0 0.0 5.175 A

2 1 (1,2,3,4) 381 381 0.7 0.2 2.121 A

Exit 1 1 713 713 0.0 0.0 0.000 A

2Entry

11 3,4 127 752 0.169 127 0.2 0.2 5.679 A

2 1,2 178 752 0.236 178 0.4 0.4 6.362 A

2 1 (1,2,3,4) 305 305 0.0 0.0 0.019 A

Exit 1 1 690 690 0.0 0.0 0.000 A

3Entry

11 1,4 305 810 0.376 305 0.7 0.6 7.037 A

2 2,3 281 810 0.347 281 0.7 0.5 6.761 A

2 1 (1,2,3,4) 587 586 0.2 0.1 0.455 A

Exit 1 1 342 342 0.0 0.0 0.000 A

4Entry

1

1 1 238 439 0.542 241 2.7 1.5 27.413 D

2 2 331 439 0.754 342 8.0 3.9 56.202 F

3 3,4 40 439 0.090 40 0.1 0.1 9.852 A

2 1 (1,2,3,4) 541 609 32.1 6.3 76.941 F

Exit 1 1 149 149 0.0 0.0 0.000 A


17

Filename: 2.0_A630 Yorkshire Way_Lane Simulation_Mitigation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\07_Mitigation Report generation date: 03/03/2020 16:01:25




Version: 9.0.1.4646 []





PM



Arm 1 2.2 8.26 A

Arm 2 5.4 12.74 B

Arm 3 12.8 49.09 E


Arm 1 2.1 8.00 A

Arm 2 8.2 16.65 C

Arm 3 13.7 58.74 F




File summary

Units

File Description

Title Yorkshire Way / A630

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1



Analysis Options


Demand Set Summary


Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 1382654887 327 40.39





A1 ü ü 100.000 100.000


2

DO MINIMUM, PM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry









1 untitled Standard Roundabout 1,2,3 21.18 C


Left Normal/unknown


1 West Moor Lane

2 Yorkshire Way

3 A630 (West)








1 3.77 9.19 11.7 30.1 69.5 24.0

2 4.35 7.93 23.1 24.1 69.5 17.0

3 4.86 9.70 5.3 38.7 69.5 17.1


1 0.544 1871

2 0.592 2152

3 0.567 1973






3

Lanes


Lane Movements

Traffic Demand

Demand Set Details




11 [Give-way line]

1 2 ü 5.50 0 99999

2 1,2,3 ü 5.00 0 99999


21 [Give-way line]

1 1,3 ü 4.00 0 99999

2 1,2 ü 4.00 0 99999


31 [Give-way line]

1 1 ü 7.30 0 99999

2 2,3 ü 6.60 0 99999



1 1 [Give-way line]1 0.272 936

2 0.272 936

2 1 [Give-way line]1 0.296 1076

2 0.296 1076

3 1 [Give-way line]1 0.284 987

2 0.284 987


1 2 3

11 [Give-way line]

1 ü

2 ü ü ü

2 1 ü ü ü

21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü

31 [Give-way line]

1 ü

2 ü ü

2 1 ü ü ü






1 ONE HOUR ü 824 100.000

2 ONE HOUR ü 1339 100.000

3 ONE HOUR ü 785 100.000


4

Vehicle Mix

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

Demand (PCU/hr)

To

From

1 2 3

1 0 728 96

2 932 0 407

3 236 549 0


To

From

1 2 3

1 0 3 0

2 2 0 26

3 7 32 0



1 8.26 2.2 A 756 1134

2 12.74 5.4 B 1223 1835

3 49.09 12.8 E 720 1081

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 622 156 417 623 868 0.0 0.9 5.399 A

2 1000 250 73 1000 966 0.0 1.8 5.890 A

3 591 148 694 592 380 0.0 1.9 10.494 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 731 183 495 732 1050 0.9 1.3 6.366 A

2 1197 299 85 1198 1142 1.8 2.5 7.248 A

3 709 177 833 712 450 1.9 3.6 15.440 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 911 228 590 912 1265 1.3 2.1 8.030 A

2 1462 365 104 1454 1397 2.5 5.4 11.410 B

3 859 215 1008 847 549 3.6 11.1 36.678 E


5

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15



16:45 - 17:00

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 917 229 593 915 1277 2.1 2.2 8.263 A

2 1476 369 106 1477 1402 5.4 5.1 12.739 B

3 855 214 1025 845 558 11.1 12.8 49.088 E

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 734 184 507 733 1052 2.2 1.4 6.539 A

2 1202 301 87 1204 1153 5.1 2.6 8.057 A

3 710 178 834 724 457 12.8 3.7 28.234 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 622 156 414 622 878 1.4 0.9 5.672 A

2 1002 250 75 1002 962 2.6 1.8 5.876 A

3 597 149 696 597 381 3.7 2.2 11.999 B

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 287 822 0.349 287 0.0 0.4 5.294 A

2 1,2,3 335 822 0.407 335 0.0 0.5 5.488 A

2 1 (1,2,3) 622 622 0.0 0.0 0.001 A

Exit 1 1 868 868 0.0 0.0 0.000 A

2Entry

11 1,3 581 1054 0.551 580 0.0 1.1 5.909 A

2 1,2 419 1054 0.397 420 0.0 0.5 4.753 A

2 1 (1,2,3) 1000 1000 0.0 0.2 0.495 A

Exit 1 1 966 966 0.0 0.0 0.000 A

3Entry

11 1 175 790 0.222 175 0.0 0.4 6.055 A

2 2,3 417 790 0.527 417 0.0 1.4 11.397 B

2 1 (1,2,3) 591 592 0.0 0.1 0.924 A

Exit 1 1 380 380 0.0 0.0 0.000 A


6

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 347 801 0.433 348 0.4 0.6 6.152 A

2 1,2,3 384 801 0.479 385 0.5 0.7 6.529 A

2 1 (1,2,3) 731 731 0.0 0.0 0.015 A

Exit 1 1 1050 1050 0.0 0.0 0.000 A

2Entry

11 1,3 682 1051 0.649 682 1.1 1.3 6.717 A

2 1,2 514 1051 0.489 516 0.5 0.7 5.404 A

2 1 (1,2,3) 1197 1197 0.2 0.4 1.130 A

Exit 1 1 1142 1142 0.0 0.0 0.000 A

3Entry

11 1 217 750 0.290 217 0.4 0.5 7.528 A

2 2,3 493 750 0.657 495 1.4 2.3 14.965 B

2 1 (1,2,3) 709 710 0.1 0.8 3.061 A

Exit 1 1 450 450 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 434 775 0.560 435 0.6 0.9 7.729 A

2 1,2,3 477 775 0.615 477 0.7 1.1 8.122 A

2 1 (1,2,3) 911 911 0.0 0.0 0.095 A

Exit 1 1 1265 1265 0.0 0.0 0.000 A

2Entry

11 1,3 813 1045 0.778 811 1.3 2.1 7.996 A

2 1,2 646 1045 0.618 642 0.7 1.3 6.342 A

2 1 (1,2,3) 1462 1459 0.4 1.9 4.184 A

Exit 1 1 1397 1397 0.0 0.0 0.000 A

3Entry

11 1 255 701 0.364 257 0.5 0.7 9.868 A

2 2,3 592 701 0.845 590 2.3 4.0 21.919 C

2 1 (1,2,3) 859 847 0.8 6.4 18.721 C

Exit 1 1 549 549 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 435 774 0.561 434 0.9 1.0 7.904 A

2 1,2,3 482 774 0.623 481 1.1 1.2 8.368 A

2 1 (1,2,3) 917 917 0.0 0.0 0.114 A

Exit 1 1 1277 1277 0.0 0.0 0.000 A

2Entry

11 1,3 820 1045 0.785 822 2.1 1.7 8.271 A

2 1,2 655 1045 0.626 655 1.3 1.1 6.509 A

2 1 (1,2,3) 1476 1475 1.9 2.3 5.296 A

Exit 1 1 1402 1402 0.0 0.0 0.000 A

3Entry

11 1 252 696 0.362 252 0.7 0.7 10.173 B

2 2,3 594 696 0.853 593 4.0 4.0 23.108 C

2 1 (1,2,3) 855 846 6.4 8.1 30.472 D

Exit 1 1 558 558 0.0 0.0 0.000 A


7

17:45 - 18:00

18:00 - 18:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 347 798 0.435 347 1.0 0.7 6.280 A

2 1,2,3 387 798 0.485 386 1.2 0.7 6.756 A

2 1 (1,2,3) 734 734 0.0 0.0 0.011 A

Exit 1 1 1052 1052 0.0 0.0 0.000 A

2Entry

11 1,3 685 1050 0.652 686 1.7 1.3 6.912 A

2 1,2 518 1050 0.493 518 1.1 0.8 5.464 A

2 1 (1,2,3) 1202 1203 2.3 0.4 1.831 A

Exit 1 1 1153 1153 0.0 0.0 0.000 A

3Entry

11 1 217 750 0.290 218 0.7 0.5 8.424 A

2 2,3 505 750 0.674 507 4.0 2.2 18.394 C

2 1 (1,2,3) 710 722 8.1 1.1 13.592 B

Exit 1 1 457 457 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 289 823 0.351 289 0.7 0.4 5.520 A

2 1,2,3 333 823 0.405 333 0.7 0.5 5.800 A

2 1 (1,2,3) 622 622 0.0 0.0 0.004 A

Exit 1 1 878 878 0.0 0.0 0.000 A

2Entry

11 1,3 585 1054 0.555 585 1.3 1.1 5.881 A

2 1,2 417 1054 0.396 418 0.8 0.6 4.735 A

2 1 (1,2,3) 1002 1003 0.4 0.1 0.509 A

Exit 1 1 962 962 0.0 0.0 0.000 A

3Entry

11 1 183 789 0.231 183 0.5 0.4 6.457 A

2 2,3 416 789 0.527 414 2.2 1.7 12.494 B

2 1 (1,2,3) 597 598 1.1 0.2 1.696 A

Exit 1 1 381 381 0.0 0.0 0.000 A


8

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





1 untitled Standard Roundabout 1,2,3 24.69 C


Left Normal/unknown






1 ONE HOUR ü 825 100.000

2 ONE HOUR ü 1464 100.000

3 ONE HOUR ü 751 100.000

Demand (PCU/hr)

To

From

1 2 3

1 0 729 96

2 1049 0 415

3 219 532 0


To

From

1 2 3

1 0 3 5

2 2 0 25

3 8 32 0


9

Results



16:45 - 17:00

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



1 8.00 2.1 A 761 1142

2 16.65 8.2 C 1344 2015

3 58.74 13.7 F 690 1035

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 629 157 401 629 955 0.0 0.9 5.501 A

2 1104 276 74 1104 956 0.0 2.1 6.205 A

3 567 142 789 567 389 0.0 2.0 10.957 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 748 187 475 747 1150 0.9 1.4 6.434 A

2 1322 331 86 1323 1135 2.1 3.0 8.245 A

3 675 169 954 670 454 2.0 3.7 16.967 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 908 227 572 905 1392 1.4 2.1 7.860 A

2 1627 407 108 1619 1370 3.0 8.1 15.589 C

3 830 208 1159 805 568 3.7 12.6 39.604 E

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 913 228 585 912 1384 2.1 2.1 7.999 A

2 1608 402 105 1597 1392 8.1 8.2 16.651 C

3 823 206 1145 824 557 12.6 13.7 58.743 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 749 187 490 748 1127 2.1 1.5 6.660 A

2 1297 324 85 1302 1152 8.2 3.0 9.053 A

3 679 170 932 685 456 13.7 4.7 32.229 D


10

18:00 - 18:15



16:45 - 17:00

17:00 - 17:15

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 621 155 397 622 954 1.5 1.0 5.703 A

2 1102 276 74 1104 944 3.0 2.0 6.644 A

3 567 142 788 563 390 4.7 2.1 12.574 B

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 294 827 0.355 293 0.0 0.4 5.359 A

2 1,2,3 335 827 0.406 336 0.0 0.5 5.621 A

2 1 (1,2,3) 629 629 0.0 0.0 0.002 A

Exit 1 1 955 955 0.0 0.0 0.000 A

2Entry

11 1,3 627 1054 0.594 626 0.0 1.1 6.104 A

2 1,2 477 1054 0.453 478 0.0 0.7 4.961 A

2 1 (1,2,3) 1104 1104 0.0 0.2 0.620 A

Exit 1 1 956 956 0.0 0.0 0.000 A

3Entry

11 1 166 763 0.217 166 0.0 0.3 6.202 A

2 2,3 401 763 0.526 401 0.0 1.4 11.707 B

2 1 (1,2,3) 567 566 0.0 0.3 1.056 A

Exit 1 1 389 389 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 356 806 0.442 356 0.4 0.6 6.238 A

2 1,2,3 392 806 0.486 391 0.5 0.8 6.577 A

2 1 (1,2,3) 748 748 0.0 0.0 0.017 A

Exit 1 1 1150 1150 0.0 0.0 0.000 A

2Entry

11 1,3 739 1051 0.703 739 1.1 1.6 7.147 A

2 1,2 585 1051 0.556 584 0.7 0.9 5.782 A

2 1 (1,2,3) 1322 1324 0.2 0.6 1.733 A

Exit 1 1 1135 1135 0.0 0.0 0.000 A

3Entry

11 1 196 716 0.274 196 0.3 0.4 7.770 A

2 2,3 477 716 0.667 475 1.4 2.4 16.142 C

2 1 (1,2,3) 675 673 0.3 0.9 3.591 A

Exit 1 1 454 454 0.0 0.0 0.000 A


11

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 432 780 0.554 429 0.6 1.0 7.576 A

2 1,2,3 476 780 0.610 476 0.8 1.0 7.922 A

2 1 (1,2,3) 908 908 0.0 0.0 0.101 A

Exit 1 1 1392 1392 0.0 0.0 0.000 A

2Entry

11 1,3 893 1044 0.855 892 1.6 2.3 8.685 A

2 1,2 729 1044 0.698 727 0.9 1.6 7.012 A

2 1 (1,2,3) 1627 1622 0.6 4.2 7.693 A

Exit 1 1 1370 1370 0.0 0.0 0.000 A

3Entry

11 1 233 658 0.354 233 0.4 0.8 9.971 A

2 2,3 573 658 0.871 572 2.4 4.0 23.047 C

2 1 (1,2,3) 830 806 0.9 7.8 20.716 C

Exit 1 1 568 568 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 431 777 0.555 431 1.0 0.9 7.680 A

2 1,2,3 481 777 0.620 481 1.0 1.1 8.144 A

2 1 (1,2,3) 913 912 0.0 0.0 0.079 A

Exit 1 1 1384 1384 0.0 0.0 0.000 A

2Entry

11 1,3 874 1045 0.836 873 2.3 2.2 8.660 A

2 1,2 726 1045 0.694 724 1.6 1.5 6.902 A

2 1 (1,2,3) 1608 1599 4.2 4.5 8.830 A

Exit 1 1 1392 1392 0.0 0.0 0.000 A

3Entry

11 1 239 662 0.361 239 0.8 0.7 11.296 B

2 2,3 584 662 0.883 585 4.0 4.0 25.459 D

2 1 (1,2,3) 823 823 7.8 8.9 38.033 E

Exit 1 1 557 557 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 355 802 0.443 355 0.9 0.7 6.384 A

2 1,2,3 393 802 0.490 392 1.1 0.8 6.840 A

2 1 (1,2,3) 749 749 0.0 0.0 0.037 A

Exit 1 1 1127 1127 0.0 0.0 0.000 A

2Entry

11 1,3 723 1051 0.688 723 2.2 1.5 7.260 A

2 1,2 578 1051 0.550 579 1.5 0.9 5.886 A

2 1 (1,2,3) 1297 1301 4.5 0.6 2.463 A

Exit 1 1 1152 1152 0.0 0.0 0.000 A

3Entry

11 1 194 722 0.268 195 0.7 0.4 8.872 A

2 2,3 492 722 0.681 490 4.0 2.6 19.483 C

2 1 (1,2,3) 679 686 8.9 1.7 16.640 C

Exit 1 1 456 456 0.0 0.0 0.000 A


12

18:00 - 18:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry

11 2 292 828 0.353 292 0.7 0.5 5.514 A

2 1,2,3 329 828 0.397 330 0.8 0.5 5.866 A

2 1 (1,2,3) 621 621 0.0 0.0 0.003 A

Exit 1 1 954 954 0.0 0.0 0.000 A

2Entry

11 1,3 627 1054 0.595 626 1.5 1.1 6.367 A

2 1,2 476 1054 0.452 477 0.9 0.6 5.155 A

2 1 (1,2,3) 1102 1103 0.6 0.2 0.843 A

Exit 1 1 944 944 0.0 0.0 0.000 A

3Entry

11 1 166 763 0.218 166 0.4 0.3 6.679 A

2 2,3 400 763 0.524 397 2.6 1.6 13.125 B

2 1 (1,2,3) 567 566 1.7 0.2 1.736 A

Exit 1 1 390 390 0.0 0.0 0.000 A


13

Filename: 3.0,4.0,6.0,7.0_ A630 Hatfield Lane_Mitigation.j9 Path: Z:\UKI\UKLDS2\Jobs\PR-379344_Doncaster_Local_Plan_TA\400_Technical\430_ModelRuns\18_JunctionModelling\07_Mitigation Report generation date: 03/03/2020 16:04:14

»DO MINIMUM, AM »DO SOMETHING, AM »DO MINIMUM, PM »DO SOMETHING, PM



Version: 9.0.1.4646 []





AM PM

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


Arm 1 1.8 8.94 A 0.8 6.08 A

Arm 2 13.8 38.08 E 16.8 42.71 E

Arm 3 0.7 5.38 A 0.7 5.40 A

Arm 4 6.2 24.82 C 47.3 115.73 F


Arm 1 1.4 7.75 A 0.7 6.28 A

Arm 2 11.4 34.07 D 57.5 133.33 F

Arm 3 0.8 5.67 A 0.7 5.21 A

Arm 4 15.4 49.49 E 32.1 80.48 F




File summary

File Description

Title Hatfield Lane / A630 Junction - Lane Simulation

Location

Site number

Date 19/08/2019

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units


Analysis Options


Demand Set Summary



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

Stop criteria

(%)



trials

Random seed


(s)


trials



Last run number of

trials

Last run time taken

(s)

1.00 100000 100000 -1 3 1 ü 2047074372 252 31.76







2



A1 ü ü 100.000 100.000


3

DO MINIMUM, AM


Junction Network

Junctions


Arms

Arms

Roundabout Geometry









1 untitled Standard Roundabout 1,2,3,4 23.10 C


Left Normal/unknown


1 Hatfield Lane (North)

2 A630 (East)

3 Hatfield Lane (South)

4 A630 (West)








1 2.93 5.28 26.6 31.4 80.4 20.3

2 3.57 8.19 23.4 41.4 81.4 29.3

3 3.47 5.75 15.4 26.2 79.9 13.4

4 4.34 8.08 18.1 33.0 79.2 27.6


1 0.456 1516

2 0.518 1993

3 0.477 1626

4 0.532 2052







4

Lanes


Lane Movements

Traffic Demand

Demand Set Details





21 [Give-way line]

1 3,4 ü 14.60 0 99999

2 1,2 ü 14.08 0 99999

2 1 (1,2,3,4) Infinity


41 [Give-way line]

1 1,2 ü 13.20 0 99999

2 3,4 ü 13.20 0 99999

2 1 (1,2,3,4) Infinity


1 1 [Give-way line] 1 0.456 1516

2 1 [Give-way line]1 0.259 997

2 0.259 997

3 1 [Give-way line] 1 0.477 1626

4 1 [Give-way line]1 0.266 1026

2 0.266 1026


1 2 3 4


21 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü


41 [Give-way line]

1 ü ü

2 ü ü

2 1 ü ü ü ü






1 ONE HOUR ü 684 100.000

2 ONE HOUR ü 1045 100.000

3 ONE HOUR ü 421 100.000

4 ONE HOUR ü 807 100.000


5

Vehicle Mix



Demand (PCU/hr)

To

From

1 2 3 4

1 0 404 280 0

2 328 0 80 637

3 213 45 0 163

4 194 454 159 0

Proportions

To

From

1 2 3 4

1 0.00 0.59 0.41 0.00

2 0.31 0.00 0.08 0.61

3 0.51 0.11 0.00 0.39

4 0.24 0.56 0.20 0.00


To

From

1 2 3 4

1 0 1 5 0

2 5 0 4 14

3 0 2 0 0

4 0 10 29 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.050 1.000

2 1.050 1.000 1.040 1.140

3 1.000 1.020 1.000 1.000

4 1.000 1.100 1.290 1.000


08:00-08:15

1 515 515

2 787 787

3 317 317

4 608 608

08:15-08:30

1 615 615

2 939 939

3 378 378

4 725 725

08:30-08:45

1 753 753

2 1151 1151

3 464 464

4 889 889

08:45-09:00

1 753 753

2 1151 1151

3 464 464

4 889 889

09:00-09:15

1 615 615

2 939 939

3 378 378

4 725 725

09:15-09:30

1 515 515

2 787 787

3 317 317

4 608 608


6

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



1 8.94 1.8 A 627 940

2 38.08 13.8 E 959 1438

3 5.38 0.7 A 381 572

4 24.82 6.2 C 738 1107

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 511 128 492 512 546 0.0 0.6 4.526 A

2 785 196 330 787 673 0.0 2.3 9.405 A

3 309 77 728 310 390 0.0 0.3 3.607 A

4 600 150 437 602 601 0.0 1.4 8.249 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 615 154 585 614 661 0.6 1.2 5.841 A

2 945 236 395 940 804 2.3 3.9 12.946 B

3 377 94 870 377 466 0.3 0.5 4.223 A

4 725 181 528 718 718 1.4 2.7 11.850 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 751 188 714 751 798 1.2 1.8 8.475 A

2 1124 281 482 1127 983 3.9 10.4 28.831 D

3 454 113 1043 455 566 0.5 0.6 5.102 A

4 885 221 634 878 863 2.7 6.1 21.410 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 755 189 727 755 805 1.8 1.7 8.944 A

2 1159 290 478 1140 1005 10.4 13.8 38.077 E

3 461 115 1053 462 565 0.6 0.7 5.381 A

4 895 224 640 893 875 6.1 6.2 24.816 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 613 153 587 612 664 1.7 1.1 6.150 A

2 952 238 393 958 806 13.8 4.4 21.788 C

3 372 93 884 371 467 0.7 0.4 4.577 A

4 720 180 527 723 728 6.2 2.3 13.548 B


7

09:15 - 09:30



08:00 - 08:15

08:15 - 08:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 517 129 488 516 558 1.1 0.7 4.863 A

2 789 197 325 785 679 4.4 2.3 9.996 A

3 315 79 725 315 386 0.4 0.3 3.836 A

4 604 151 442 605 598 2.3 1.5 9.184 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 511 1292 0.395 512 0.0 0.6 4.526 A

Exit 1 1 546 546 0.0 0.0 0.000 A

2Entry

11 3,4 541 911 0.594 543 0.0 1.8 11.181 B

2 1,2 244 911 0.268 244 0.0 0.5 5.685 A

2 1 (1,2,3,4) 785 785 0.0 0.0 0.028 A

Exit 1 1 673 673 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 309 1278 0.242 310 0.0 0.3 3.607 A

Exit 1 1 390 390 0.0 0.0 0.000 A

4Entry

11 1,2 481 910 0.529 482 0.0 1.2 8.719 A

2 3,4 119 910 0.131 120 0.0 0.2 5.927 A

2 1 (1,2,3,4) 600 600 0.0 0.0 0.004 A

Exit 1 1 601 601 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 615 1250 0.492 614 0.6 1.2 5.841 A

Exit 1 1 661 661 0.0 0.0 0.000 A

2Entry

11 3,4 649 894 0.726 646 1.8 3.2 15.750 C

2 1,2 296 894 0.331 294 0.5 0.6 6.275 A

2 1 (1,2,3,4) 945 945 0.0 0.1 0.288 A

Exit 1 1 804 804 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 377 1211 0.311 377 0.3 0.5 4.223 A

Exit 1 1 466 466 0.0 0.0 0.000 A

4Entry

11 1,2 583 885 0.659 576 1.2 2.4 12.792 B

2 3,4 141 885 0.159 142 0.2 0.2 6.293 A

2 1 (1,2,3,4) 725 725 0.0 0.1 0.140 A

Exit 1 1 718 718 0.0 0.0 0.000 A


8

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 751 1191 0.631 751 1.2 1.8 8.475 A

Exit 1 1 798 798 0.0 0.0 0.000 A

2Entry

11 3,4 772 872 0.885 773 3.2 6.9 29.283 D

2 1,2 355 872 0.407 354 0.6 0.8 7.870 A

2 1 (1,2,3,4) 1124 1127 0.1 2.6 6.429 A

Exit 1 1 983 983 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 454 1128 0.402 455 0.5 0.6 5.102 A

Exit 1 1 566 566 0.0 0.0 0.000 A

4Entry

11 1,2 707 857 0.825 704 2.4 4.9 22.148 C

2 3,4 173 857 0.202 174 0.2 0.3 7.141 A

2 1 (1,2,3,4) 885 880 0.1 0.9 1.708 A

Exit 1 1 863 863 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 755 1185 0.637 755 1.8 1.7 8.944 A

Exit 1 1 805 805 0.0 0.0 0.000 A

2Entry

11 3,4 788 873 0.903 781 6.9 8.1 34.484 D

2 1,2 360 873 0.413 359 0.8 0.9 7.839 A

2 1 (1,2,3,4) 1159 1149 2.6 4.8 12.276 B

Exit 1 1 1005 1005 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 461 1123 0.411 462 0.6 0.7 5.381 A

Exit 1 1 565 565 0.0 0.0 0.000 A

4Entry

11 1,2 720 856 0.842 722 4.9 4.8 24.571 C

2 3,4 172 856 0.201 171 0.3 0.4 7.086 A

2 1 (1,2,3,4) 895 892 0.9 0.9 3.203 A

Exit 1 1 875 875 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 613 1249 0.491 612 1.7 1.1 6.150 A

Exit 1 1 664 664 0.0 0.0 0.000 A

2Entry

11 3,4 659 895 0.736 659 8.1 3.5 21.900 C

2 1,2 300 895 0.336 299 0.9 0.7 6.627 A

2 1 (1,2,3,4) 952 959 4.8 0.3 5.411 A

Exit 1 1 806 806 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 372 1204 0.309 371 0.7 0.4 4.577 A

Exit 1 1 467 467 0.0 0.0 0.000 A

4Entry

11 1,2 578 885 0.653 580 4.8 2.0 14.449 B

2 3,4 142 885 0.161 143 0.4 0.3 6.374 A

2 1 (1,2,3,4) 720 720 0.9 0.0 0.612 A

Exit 1 1 728 728 0.0 0.0 0.000 A


9

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 517 1294 0.400 516 1.1 0.7 4.863 A

Exit 1 1 558 558 0.0 0.0 0.000 A

2Entry

11 3,4 538 912 0.589 535 3.5 1.9 11.900 B

2 1,2 251 912 0.275 250 0.7 0.5 5.824 A

2 1 (1,2,3,4) 789 789 0.3 0.0 0.150 A

Exit 1 1 679 679 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 315 1280 0.246 315 0.4 0.3 3.836 A

Exit 1 1 386 386 0.0 0.0 0.000 A

4Entry

11 1,2 487 908 0.536 486 2.0 1.3 9.830 A

2 3,4 118 908 0.129 118 0.3 0.2 5.870 A

2 1 (1,2,3,4) 604 604 0.0 0.0 0.021 A

Exit 1 1 598 598 0.0 0.0 0.000 A


10

DO SOMETHING, AM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix





1 untitled Standard Roundabout 1,2,3,4 29.66 D


Left Normal/unknown






1 ONE HOUR ü 574 100.000

2 ONE HOUR ü 1046 100.000

3 ONE HOUR ü 435 100.000

4 ONE HOUR ü 934 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 331 243 0

2 350 0 84 612

3 198 59 0 178

4 200 522 212 0

Proportions

To

From

1 2 3 4

1 0.00 0.58 0.42 0.00

2 0.33 0.00 0.08 0.59

3 0.46 0.14 0.00 0.41

4 0.21 0.56 0.23 0.00


11



Results



To

From

1 2 3 4

1 0 1 3 0

2 5 0 4 14

3 0 1 0 0

4 0 8 25 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.030 1.000

2 1.050 1.000 1.040 1.140

3 1.000 1.010 1.000 1.000

4 1.000 1.080 1.250 1.000


08:00-08:15

1 432 432

2 787 787

3 327 327

4 703 703

08:15-08:30

1 516 516

2 940 940

3 391 391

4 840 840

08:30-08:45

1 632 632

2 1152 1152

3 479 479

4 1028 1028

08:45-09:00

1 632 632

2 1152 1152

3 479 479

4 1028 1028

09:00-09:15

1 516 516

2 940 940

3 391 391

4 840 840

09:15-09:30

1 432 432

2 787 787

3 327 327

4 703 703



1 7.75 1.4 A 533 799

2 34.07 11.4 D 961 1442

3 5.67 0.8 A 398 596

4 49.49 15.4 E 856 1283


12


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 434 109 590 433 569 0.0 0.6 4.375 A

2 787 197 339 788 684 0.0 2.3 8.844 A

3 322 81 730 322 397 0.0 0.3 3.447 A

4 702 175 458 700 594 0.0 2.0 9.269 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 521 130 703 519 667 0.6 0.9 5.326 A

2 940 235 408 942 815 2.3 3.4 12.401 B

3 385 96 865 384 485 0.3 0.5 4.274 A

4 836 209 538 832 711 2.0 3.7 14.244 B

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 641 160 857 639 822 0.9 1.4 7.322 A

2 1154 288 508 1150 988 3.4 9.8 25.916 D

3 480 120 1061 479 597 0.5 0.8 5.327 A

4 1013 253 672 1007 868 3.7 11.5 34.002 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 642 160 861 640 825 1.4 1.4 7.752 A

2 1152 288 500 1151 1001 9.8 11.4 34.067 D

3 479 120 1060 480 592 0.8 0.7 5.668 A

4 1036 259 667 1019 873 11.5 15.4 49.489 E

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 527 132 726 527 670 1.4 0.9 5.896 A

2 947 237 420 946 833 11.4 4.1 18.184 C

3 388 97 872 387 495 0.7 0.5 4.610 A

4 838 210 541 856 718 15.4 4.1 27.701 D

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 432 108 599 432 568 0.9 0.6 4.613 A

2 786 197 346 789 684 4.1 2.2 10.024 B

3 331 83 728 331 408 0.5 0.3 3.866 A

4 708 177 459 708 600 4.1 2.1 11.174 B


13



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 434 1248 0.348 433 0.0 0.6 4.375 A

Exit 1 1 569 569 0.0 0.0 0.000 A

2Entry

11 3,4 522 909 0.574 522 0.0 1.9 10.421 B

2 1,2 266 909 0.292 266 0.0 0.4 5.803 A

2 1 (1,2,3,4) 787 788 0.0 0.0 0.053 A

Exit 1 1 684 684 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 322 1277 0.252 322 0.0 0.3 3.447 A

Exit 1 1 397 397 0.0 0.0 0.000 A

4Entry

11 1,2 545 904 0.603 544 0.0 1.6 10.055 B

2 3,4 157 904 0.174 157 0.0 0.3 6.101 A

2 1 (1,2,3,4) 702 702 0.0 0.0 0.003 A

Exit 1 1 594 594 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 521 1196 0.436 519 0.6 0.9 5.326 A

Exit 1 1 667 667 0.0 0.0 0.000 A

2Entry

11 3,4 624 891 0.700 628 1.9 2.6 15.152 C

2 1,2 316 891 0.355 315 0.4 0.6 6.540 A

2 1 (1,2,3,4) 940 940 0.0 0.1 0.241 A

Exit 1 1 815 815 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 385 1213 0.317 384 0.3 0.5 4.274 A

Exit 1 1 485 485 0.0 0.0 0.000 A

4Entry

11 1,2 647 883 0.733 644 1.6 3.1 15.567 C

2 3,4 188 883 0.213 188 0.3 0.3 6.631 A

2 1 (1,2,3,4) 836 835 0.0 0.3 0.422 A

Exit 1 1 711 711 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 641 1126 0.569 639 0.9 1.4 7.322 A

Exit 1 1 822 822 0.0 0.0 0.000 A

2Entry

11 3,4 763 865 0.882 760 2.6 6.5 27.034 D

2 1,2 391 865 0.452 390 0.6 1.0 8.309 A

2 1 (1,2,3,4) 1154 1154 0.1 2.4 5.314 A

Exit 1 1 988 988 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 480 1119 0.429 479 0.5 0.8 5.327 A

Exit 1 1 597 597 0.0 0.0 0.000 A

4Entry

11 1,2 772 847 0.911 771 3.1 7.5 30.495 D

2 3,4 235 847 0.277 236 0.3 0.5 7.572 A

2 1 (1,2,3,4) 1013 1007 0.3 3.5 7.908 A

Exit 1 1 868 868 0.0 0.0 0.000 A


14

08:45 - 09:00

09:00 - 09:15

09:15 - 09:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 642 1124 0.571 640 1.4 1.4 7.752 A

Exit 1 1 825 825 0.0 0.0 0.000 A

2Entry

11 3,4 763 867 0.880 768 6.5 6.6 31.662 D

2 1,2 386 867 0.445 384 1.0 1.0 8.743 A

2 1 (1,2,3,4) 1152 1149 2.4 3.8 10.300 B

Exit 1 1 1001 1001 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 479 1120 0.428 480 0.8 0.7 5.668 A

Exit 1 1 592 592 0.0 0.0 0.000 A

4Entry

11 1,2 797 848 0.939 791 7.5 8.6 36.279 E

2 3,4 228 848 0.269 229 0.5 0.5 7.793 A

2 1 (1,2,3,4) 1036 1025 3.5 6.3 18.621 C

Exit 1 1 873 873 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 527 1186 0.445 527 1.4 0.9 5.896 A

Exit 1 1 670 670 0.0 0.0 0.000 A

2Entry

11 3,4 636 888 0.716 633 6.6 3.4 20.026 C

2 1,2 312 888 0.351 313 1.0 0.5 6.956 A

2 1 (1,2,3,4) 947 948 3.8 0.3 3.068 A

Exit 1 1 833 833 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 388 1210 0.321 387 0.7 0.5 4.610 A

Exit 1 1 495 495 0.0 0.0 0.000 A

4Entry

11 1,2 650 882 0.737 658 8.6 3.1 23.459 C

2 3,4 198 882 0.225 198 0.5 0.4 6.940 A

2 1 (1,2,3,4) 838 848 6.3 0.6 8.358 A

Exit 1 1 718 718 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 432 1243 0.347 432 0.9 0.6 4.613 A

Exit 1 1 568 568 0.0 0.0 0.000 A

2Entry

11 3,4 525 907 0.578 527 3.4 1.8 11.908 B

2 1,2 262 907 0.289 263 0.5 0.4 6.000 A

2 1 (1,2,3,4) 786 786 0.3 0.0 0.216 A

Exit 1 1 684 684 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 331 1278 0.259 331 0.5 0.3 3.866 A

Exit 1 1 408 408 0.0 0.0 0.000 A

4Entry

11 1,2 547 904 0.606 546 3.1 1.8 12.081 B

2 3,4 161 904 0.178 162 0.4 0.3 6.274 A

2 1 (1,2,3,4) 708 708 0.6 0.0 0.359 A

Exit 1 1 600 600 0.0 0.0 0.000 A


15

DO MINIMUM, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix







Left Normal/unknown






1 ONE HOUR ü 385 100.000

2 ONE HOUR ü 1178 100.000

3 ONE HOUR ü 405 100.000

4 ONE HOUR ü 1162 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 172 213 0

2 476 0 204 498

3 225 38 0 142

4 155 620 387 0

Proportions

To

From

1 2 3 4

1 0.00 0.45 0.55 0.00

2 0.40 0.00 0.17 0.42

3 0.56 0.09 0.00 0.35

4 0.13 0.53 0.33 0.00


16



Results



To

From

1 2 3 4

1 0 1 1 0

2 1 0 1 6

3 0 2 0 0

4 0 3 2 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.010 1.000

2 1.010 1.000 1.010 1.060

3 1.000 1.020 1.000 1.000

4 1.000 1.030 1.020 1.000


17:00-17:15

1 290 290

2 887 887

3 305 305

4 875 875

17:15-17:30

1 346 346

2 1059 1059

3 364 364

4 1045 1045

17:30-17:45

1 424 424

2 1297 1297

3 446 446

4 1279 1279

17:45-18:00

1 424 424

2 1297 1297

3 446 446

4 1279 1279

18:00-18:15

1 346 346

2 1059 1059

3 364 364

4 1045 1045

18:15-18:30

1 290 290

2 887 887

3 305 305

4 875 875



1 6.08 0.8 A 353 530

2 42.71 16.8 E 1082 1623

3 5.40 0.7 A 372 558

4 115.73 47.3 F 1062 1593


17


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 287 72 784 288 645 0.0 0.3 3.923 A

2 886 222 450 887 622 0.0 2.4 8.838 A

3 307 77 736 307 601 0.0 0.3 3.515 A

4 873 218 559 871 484 0.0 2.5 9.496 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 347 87 931 347 768 0.3 0.5 4.776 A

2 1059 265 538 1057 740 2.4 4.2 13.047 B

3 365 91 876 364 718 0.3 0.4 4.233 A

4 1038 259 662 1037 579 2.5 5.5 17.102 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 423 106 1068 424 919 0.5 0.7 6.054 A

2 1291 323 634 1273 858 4.2 13.8 30.420 D

3 446 112 1053 445 855 0.4 0.7 5.267 A

4 1268 317 805 1183 693 5.5 27.9 53.874 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 424 106 1078 423 927 0.7 0.8 6.085 A

2 1309 327 629 1292 872 13.8 16.8 42.706 E

3 441 110 1066 441 855 0.7 0.7 5.396 A

4 1274 319 811 1195 696 27.9 47.3 115.731 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 346 87 1004 345 790 0.8 0.5 5.361 A

2 1058 264 558 1078 791 16.8 4.1 23.198 C

3 364 91 894 364 742 0.7 0.4 4.485 A

4 1044 261 670 1125 588 47.3 17.8 91.285 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 291 73 803 290 649 0.5 0.4 4.343 A

2 888 222 454 887 639 4.1 2.3 9.909 A

3 308 77 733 309 608 0.4 0.3 3.784 A

4 874 218 560 892 482 17.8 3.0 24.153 C


18



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 287 1159 0.248 288 0.0 0.3 3.923 A

Exit 1 1 645 645 0.0 0.0 0.000 A

2Entry

11 3,4 527 880 0.599 528 0.0 1.7 10.220 B

2 1,2 359 880 0.408 359 0.0 0.7 6.861 A

2 1 (1,2,3,4) 886 886 0.0 0.0 0.004 A

Exit 1 1 622 622 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 307 1275 0.241 307 0.0 0.3 3.515 A

Exit 1 1 601 601 0.0 0.0 0.000 A

4Entry

11 1,2 583 877 0.664 580 0.0 2.0 11.193 B

2 3,4 291 877 0.332 291 0.0 0.5 6.010 A

2 1 (1,2,3,4) 873 874 0.0 0.0 0.032 A

Exit 1 1 484 484 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 347 1092 0.318 347 0.3 0.5 4.776 A

Exit 1 1 768 768 0.0 0.0 0.000 A

2Entry

11 3,4 631 857 0.736 631 1.7 2.9 15.976 C

2 1,2 428 857 0.499 426 0.7 1.2 8.429 A

2 1 (1,2,3,4) 1059 1059 0.0 0.0 0.187 A

Exit 1 1 740 740 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 365 1208 0.302 364 0.3 0.4 4.233 A

Exit 1 1 718 718 0.0 0.0 0.000 A

4Entry

11 1,2 693 850 0.816 694 2.0 4.3 20.360 C

2 3,4 345 850 0.406 343 0.5 0.8 7.388 A

2 1 (1,2,3,4) 1038 1038 0.0 0.4 1.024 A

Exit 1 1 579 579 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 423 1029 0.411 424 0.5 0.7 6.054 A

Exit 1 1 919 919 0.0 0.0 0.000 A

2Entry

11 3,4 769 832 0.924 760 2.9 8.0 31.546 D

2 1,2 514 832 0.618 513 1.2 1.7 11.750 B

2 1 (1,2,3,4) 1291 1283 0.0 4.0 6.742 A

Exit 1 1 858 858 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 446 1123 0.397 445 0.4 0.7 5.267 A

Exit 1 1 855 855 0.0 0.0 0.000 A

4Entry

11 1,2 797 812 0.982 786 4.3 10.9 40.689 E

2 3,4 397 812 0.489 396 0.8 1.3 9.934 A

2 1 (1,2,3,4) 1268 1194 0.4 15.7 22.973 C

Exit 1 1 693 693 0.0 0.0 0.000 A


19

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 424 1025 0.413 423 0.7 0.8 6.085 A

Exit 1 1 927 927 0.0 0.0 0.000 A

2Entry

11 3,4 773 834 0.927 768 8.0 8.3 37.272 E

2 1,2 525 834 0.629 523 1.7 2.0 12.971 B

2 1 (1,2,3,4) 1309 1298 4.0 6.5 15.420 C

Exit 1 1 872 872 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 441 1117 0.394 441 0.7 0.7 5.396 A

Exit 1 1 855 855 0.0 0.0 0.000 A

4Entry

11 1,2 802 810 0.990 797 10.9 11.7 50.874 F

2 3,4 397 810 0.491 398 1.3 1.3 11.182 B

2 1 (1,2,3,4) 1274 1200 15.7 34.3 77.881 F

Exit 1 1 696 696 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 346 1059 0.327 345 0.8 0.5 5.361 A

Exit 1 1 790 790 0.0 0.0 0.000 A

2Entry

11 3,4 632 852 0.742 645 8.3 2.9 24.925 C

2 1,2 432 852 0.507 433 2.0 1.1 9.687 A

2 1 (1,2,3,4) 1058 1065 6.5 0.1 5.022 A

Exit 1 1 791 791 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 364 1199 0.304 364 0.7 0.4 4.485 A

Exit 1 1 742 742 0.0 0.0 0.000 A

4Entry

11 1,2 740 848 0.874 755 11.7 7.0 42.484 E

2 3,4 368 848 0.434 370 1.3 0.9 9.829 A

2 1 (1,2,3,4) 1044 1108 34.3 10.0 60.679 F

Exit 1 1 588 588 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 291 1151 0.253 290 0.5 0.4 4.343 A

Exit 1 1 649 649 0.0 0.0 0.000 A

2Entry

11 3,4 526 879 0.599 527 2.9 1.5 11.808 B

2 1,2 361 879 0.411 360 1.1 0.7 7.069 A

2 1 (1,2,3,4) 888 888 0.1 0.0 0.088 A

Exit 1 1 639 639 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 308 1276 0.242 309 0.4 0.3 3.784 A

Exit 1 1 608 608 0.0 0.0 0.000 A

4Entry

11 1,2 592 877 0.676 599 7.0 2.1 20.172 C

2 3,4 292 877 0.334 293 0.9 0.5 6.971 A

2 1 (1,2,3,4) 874 885 10.0 0.4 9.444 A

Exit 1 1 482 482 0.0 0.0 0.000 A


20

DO SOMETHING, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix







Left Normal/unknown






1 ONE HOUR ü 361 100.000

2 ONE HOUR ü 1277 100.000

3 ONE HOUR ü 396 100.000

4 ONE HOUR ü 1165 100.000

Demand (PCU/hr)

To

From

1 2 3 4

1 0 158 203 0

2 487 0 259 531

3 206 46 0 144

4 117 630 418 0

Proportions

To

From

1 2 3 4

1 0.00 0.44 0.56 0.00

2 0.38 0.00 0.20 0.42

3 0.52 0.12 0.00 0.36

4 0.10 0.54 0.36 0.00


21



Results



To

From

1 2 3 4

1 0 1 0 0

2 1 0 0 6

3 0 2 0 0

4 0 4 1 0

Average PCU Per Veh

To

From

1 2 3 4

1 1.000 1.010 1.000 1.000

2 1.010 1.000 1.000 1.060

3 1.000 1.020 1.000 1.000

4 1.000 1.040 1.010 1.000


17:00-17:15

1 272 272

2 961 961

3 298 298

4 877 877

17:15-17:30

1 325 325

2 1148 1148

3 356 356

4 1047 1047

17:30-17:45

1 397 397

2 1406 1406

3 436 436

4 1283 1283

17:45-18:00

1 397 397

2 1406 1406

3 436 436

4 1283 1283

18:00-18:15

1 325 325

2 1148 1148

3 356 356

4 1047 1047

18:15-18:30

1 272 272

2 961 961

3 298 298

4 877 877



1 6.28 0.7 A 334 502

2 133.33 57.5 F 1175 1762

3 5.21 0.7 A 363 544

4 80.48 32.1 F 1066 1599


22


17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 277 69 813 277 609 0.0 0.3 3.969 A

2 960 240 464 963 626 0.0 2.8 10.443 B

3 296 74 767 297 660 0.0 0.3 3.559 A

4 871 218 555 867 509 0.0 2.6 9.388 A

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 329 82 985 329 727 0.3 0.5 4.805 A

2 1151 288 558 1140 757 2.8 7.1 17.975 C

3 354 89 908 355 790 0.3 0.4 4.276 A

4 1045 261 662 1051 602 2.6 4.9 16.012 C

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 401 100 1162 400 831 0.5 0.7 6.026 A

2 1411 353 673 1280 890 7.1 36.6 62.692 F

3 434 108 1021 435 932 0.4 0.6 5.121 A

4 1289 322 760 1233 696 4.9 22.8 45.849 E

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 400 100 1162 400 858 0.7 0.7 6.279 A

2 1409 352 664 1336 898 36.6 57.5 133.333 F

3 436 109 1060 435 939 0.6 0.7 5.210 A

4 1273 318 787 1233 708 22.8 32.1 80.481 F

ArmTotal Demand

(PCU/hr)Junction


(PCU/hr)Throughput

(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 322 81 1022 322 770 0.7 0.5 5.242 A

2 1148 287 568 1255 776 57.5 26.1 112.231 F

3 358 90 1002 358 821 0.7 0.5 4.750 A

4 1045 261 702 1090 658 32.1 10.6 56.936 F

ArmTotal Demand

(PCU/hr)Junction



(PCU/hr)


Start queue (PCU)

End queue (PCU)

Delay (s) LOS

1 277 69 823 278 622 0.5 0.3 4.281 A

2 968 242 473 994 627 26.1 4.4 30.715 D

3 298 75 795 299 673 0.5 0.3 3.959 A

4 874 219 568 876 525 10.6 2.5 14.864 B


23



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 277 1146 0.242 277 0.0 0.3 3.969 A

Exit 1 1 609 609 0.0 0.0 0.000 A

2Entry

11 3,4 593 877 0.677 597 0.0 2.0 12.516 B

2 1,2 367 877 0.418 366 0.0 0.8 6.945 A

2 1 (1,2,3,4) 960 960 0.0 0.0 0.097 A

Exit 1 1 626 626 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 296 1260 0.235 297 0.0 0.3 3.559 A

Exit 1 1 660 660 0.0 0.0 0.000 A

4Entry

11 1,2 560 878 0.638 556 0.0 2.0 11.046 B

2 3,4 311 878 0.354 311 0.0 0.6 6.283 A

2 1 (1,2,3,4) 871 871 0.0 0.0 0.073 A

Exit 1 1 509 509 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 329 1067 0.309 329 0.3 0.5 4.805 A

Exit 1 1 727 727 0.0 0.0 0.000 A

2Entry

11 3,4 708 852 0.831 705 2.0 4.9 21.540 C

2 1,2 435 852 0.511 436 0.8 1.0 8.768 A

2 1 (1,2,3,4) 1151 1144 0.0 1.1 1.307 A

Exit 1 1 757 757 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 354 1192 0.297 355 0.3 0.4 4.276 A

Exit 1 1 790 790 0.0 0.0 0.000 A

4Entry

11 1,2 673 850 0.792 676 2.0 3.8 19.220 C

2 3,4 374 850 0.440 375 0.6 0.8 7.617 A

2 1 (1,2,3,4) 1045 1047 0.0 0.3 0.991 A

Exit 1 1 602 602 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 401 987 0.406 400 0.5 0.7 6.026 A

Exit 1 1 831 831 0.0 0.0 0.000 A

2Entry

11 3,4 807 822 0.982 795 4.9 11.9 43.879 E

2 1,2 483 822 0.587 485 1.0 1.9 12.876 B

2 1 (1,2,3,4) 1411 1290 1.1 22.8 30.106 D

Exit 1 1 890 890 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 434 1138 0.381 435 0.4 0.6 5.121 A

Exit 1 1 932 932 0.0 0.0 0.000 A

4Entry

11 1,2 796 824 0.967 787 3.8 9.9 37.902 E

2 3,4 447 824 0.543 445 0.8 1.6 10.930 B

2 1 (1,2,3,4) 1289 1244 0.3 11.2 17.396 C

Exit 1 1 696 696 0.0 0.0 0.000 A


24

17:45 - 18:00

18:00 - 18:15

18:15 - 18:30

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 400 987 0.405 400 0.7 0.7 6.279 A

Exit 1 1 858 858 0.0 0.0 0.000 A

2Entry

11 3,4 826 825 1.001 826 11.9 12.5 54.151 F

2 1,2 510 825 0.618 510 1.9 2.0 15.133 C

2 1 (1,2,3,4) 1409 1336 22.8 43.1 94.186 F

Exit 1 1 898 898 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 436 1120 0.389 435 0.6 0.7 5.210 A

Exit 1 1 939 939 0.0 0.0 0.000 A

4Entry

11 1,2 794 816 0.972 792 9.9 10.4 45.495 E

2 3,4 439 816 0.538 441 1.6 1.4 12.099 B

2 1 (1,2,3,4) 1273 1233 11.2 20.3 46.899 E

Exit 1 1 708 708 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 322 1050 0.307 322 0.7 0.5 5.242 A

Exit 1 1 770 770 0.0 0.0 0.000 A

2Entry

11 3,4 765 850 0.900 780 12.5 8.5 46.981 E

2 1,2 470 850 0.553 475 2.0 1.4 13.436 B

2 1 (1,2,3,4) 1148 1235 43.1 16.1 79.040 F

Exit 1 1 776 776 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 358 1148 0.312 358 0.7 0.5 4.750 A

Exit 1 1 821 821 0.0 0.0 0.000 A

4Entry

11 1,2 692 839 0.825 703 10.4 5.0 35.193 E

2 3,4 387 839 0.461 386 1.4 0.9 9.920 A

2 1 (1,2,3,4) 1045 1079 20.3 4.6 31.893 D

Exit 1 1 658 658 0.0 0.0 0.000 A

Arm SideLane level

LaneDestination

armsTotal Demand


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay

(s)LOS

1Entry 1 1 1,2,3,4 277 1141 0.243 278 0.5 0.3 4.281 A

Exit 1 1 622 622 0.0 0.0 0.000 A

2Entry

11 3,4 609 874 0.697 618 8.5 2.8 24.057 C

2 1,2 376 874 0.430 376 1.4 0.8 8.927 A

2 1 (1,2,3,4) 968 985 16.1 0.8 13.966 B

Exit 1 1 627 627 0.0 0.0 0.000 A

3Entry 1 1 1,2,3,4 298 1247 0.239 299 0.5 0.3 3.959 A

Exit 1 1 673 673 0.0 0.0 0.000 A

4Entry

11 1,2 559 875 0.639 560 5.0 1.8 15.566 C

2 3,4 317 875 0.362 316 0.9 0.6 6.965 A

2 1 (1,2,3,4) 874 876 4.6 0.0 2.970 A

Exit 1 1 525 525 0.0 0.0 0.000 A


25



Title:

Location:

Additional detail:

File name: A630_Hatfield_Lane_2waySignal.lsg3x

Author:

Company:

Address:

Scenario 1: 'do something am' (FG1: 'Do Something AM', Plan 1: 'Network Control Plan 1')Network Layout Diagram


Item Lane Description LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat(%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 79.3% 1009 0 0 25.5 - -

UnnamedJunction - - - - - - - - - 79.3% 1009 0 0 25.5 - -

1/2+1/1 A630 WestboundENTRY Left Ahead U B 1 54 - 1046 1800:1800 619+700 79.3 :

79.3% - - - 4.8 16.5 13.1

2/2+2/1 A630 EastboundENTRY Left Ahead U A 1 54 - 1033 1800:1800 678+664 77.0 :

77.0% - - - 4.4 15.4 11.2

3/1Hatfield Lane

Southbound ENTRYLeft Ahead

O - - - - 474 1650 723 65.5% 474 0 0 2.0 15.0 8.7

3/2Hatfield Lane

Southbound ENTRYAhead

O - - - - 100 1800 723 13.8% 100 0 0 0.1 5.4 0.7

4/1Hatfield Lane

Northbound ENTRYLeft Ahead

O - - - - 296 1650 732 40.4% 296 0 0 0.9 11.4 4.7

4/2Hatfield Lane

Northbound ENTRYAhead

O - - - - 139 1800 673 20.7% 139 0 0 0.3 8.7 1.6

9/1 Circulatory_WestAhead Right U C 1 22 - 315 1800 460 68.5% - - - 3.3 37.7 7.8


10/1 Circulatory_SouthAhead Right U - - - - 471 1800 1800 26.2% - - - 0.2 1.4 0.2


11/1 Circulatory_EastAhead Right U D 1 22 - 355 1800 460 77.2% - - - 4.7 48.2 8.9


12/1 Circulatory_NorthAhead Right U - - - - 212 1800 1800 11.8% - - - 0.1 1.1 0.1


Basic Results SummaryC1 Stream: 1 PRC for Signalled Lanes (%): 16.9 Total Delay for Signalled Lanes (pcuHr): 10.71 Cycle Time (s): 90C1 Stream: 2 PRC for Signalled Lanes (%): 13.5 Total Delay for Signalled Lanes (pcuHr): 10.61 Cycle Time (s): 90

PRC Over All Lanes (%): 13.5 Total Delay Over All Lanes(pcuHr): 25.46

Basic Results SummaryScenario 2: 'do something pm ' (FG2: 'Do Something PM', Plan 1: 'Network Control Plan 1')Network Layout Diagram


Item Lane Description LaneType

FullPhase

ArrowPhase

NumGreens

TotalGreen(s)

ArrowGreen(s)

DemandFlow(pcu)

Sat Flow(pcu/Hr)

Capacity(pcu)

DegSat (%)

TurnersIn Gaps(pcu)



TotalDelay(pcuHr)


MeanMaxQueue(pcu)

Network - - - - - - - - - 101.9% 757 0 0 86.9 - -

UnnamedJunction - - - - - - - - - 101.9% 757 0 0 86.9 - -

1/2+1/1 A630 WestboundENTRY Left Ahead U B 1 56 - 1277 1800:1800 389+863 101.9 :

101.9% - - - 31.1 87.8 56.9

2/2+2/1 A630 EastboundENTRY Left Ahead U A 1 49 - 1165 1800:1800 710+447 100.8 :

100.8% - - - 25.3 78.3 45.5

3/1Hatfield Lane

Southbound ENTRYLeft Ahead

O - - - - 254 1650 552 46.0% 254 0 0 1.7 23.9 4.9

3/2Hatfield Lane

Southbound ENTRYAhead

O - - - - 107 1800 552 19.4% 107 0 0 0.6 19.6 1.8

4/1Hatfield Lane

Northbound ENTRYLeft Ahead

O - - - - 205 1650 509 40.3% 205 0 0 1.6 27.3 4.2

4/2Hatfield Lane

Northbound ENTRYAhead

O - - - - 191 1800 504 37.9% 191 0 0 1.5 27.4 3.9









Basic Results SummaryC1 Stream: 1 PRC for Signalled Lanes (%): -11.9 Total Delay for Signalled Lanes (pcuHr): 32.07 Cycle Time (s): 90C1 Stream: 2 PRC for Signalled Lanes (%): -13.3 Total Delay for Signalled Lanes (pcuHr): 48.64 Cycle Time (s): 90

PRC Over All Lanes (%): -13.3 Total Delay Over All Lanes(pcuHr): 86.95

BASE OUTPUTS - Microsoft€¦ · Blocking queue (PCU) C 6.00 92.50 92.0 4.00 Arm Minor arm type...

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Transcript of BASE OUTPUTS - Microsoft€¦ · Blocking queue (PCU) C 6.00 92.50 92.0 4.00 Arm Minor arm type...