R01-SG-Transport Assessment V4apps.nuneatonandbedworth.gov.uk/BT_NBBC_Planning/planning/docu… ·...

Bermuda 01/01/2014 - 04/02/2017

20 Feb 2014 to 19 Oct 2016

Report produced: 13/03/2017

Road Safety Intelligence Team

Tel: 01926 412740

Email: [email protected]

ALL ROAD USERS - ACCIDENTS

TotalSlightSeriousFatalYear

2014 0 3 8 11

2015 0 1 1 2

2016 0 2 8 10

TotalSlightSeriousFatalMonth

January 0 0 1 1

February 0 0 3 3

March 0 1 0 1

April 0 1 0 1

May 0 0 1 1

June 0 1 3 4

July 0 1 0 1

August 0 0 4 4

September 0 0 1 1

October 0 2 2 4

November 0 0 1 1

December 0 0 1 1

TotalSlightSeriousFatalDay

Sunday 0 0 0 0

Monday 0 1 2 3

Tuesday 0 1 4 5

Wednesday 0 2 5 7

Thursday 0 1 4 5

Friday 0 1 2 3

Saturday 0 0 0 0

TotalSlightSeriousFatalPed Crossing

Not at crossing 0 5 17 22

Zebra 0 0 0 0

Pelican 0 1 0 1

Ped Phase 0 0 0 0

Footbridge 0 0 0 0

Refuge 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalBends (Veh Totals)

Left Hand Bend 0 1 2 3

Right Hand Bend 0 0 0 0

TotalSlightSeriousFatalTime

0000-0059 0 0 0 0

0100-0159 0 0 0 0

0200-0259 0 0 0 0

0300-0359 0 0 0 0

0400-0459 0 0 0 0

0500-0559 0 0 1 1

0600-0659 0 0 0 0

0700-0759 0 0 0 0

0800-0859 0 0 0 0

0900-0959 0 0 1 1

1000-1059 0 1 2 3

1100-1159 0 0 2 2

1200-1259 0 0 1 1

1300-1359 0 0 2 2

1400-1459 0 0 0 0

1500-1559 0 2 1 3

1600-1659 0 0 0 0

1700-1759 0 0 2 2

1800-1859 0 2 0 2

1900-1959 0 1 1 2

2000-2059 0 0 1 1

2100-2159 0 0 2 2

2200-2259 0 0 1 1

2300-2359 0 0 0 0

TotalSlightSeriousFatalLighting

Daylight 0 3 13 16

Darkness 0 3 4 7

TotalSlightSeriousFatalWeather

Fine without high winds 0 4 15 19

Raining without high winds 0 2 1 3

Snowing without high winds 0 0 0 0

Fine with high winds 0 0 1 1

Raining with high winds 0 0 0 0

Snowing with high winds 0 0 0 0

Fog or mist - if hazard 0 0 0 0

Other 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalRoad Surface

Dry 0 4 12 16

Wet/Damp 0 2 5 7

Snow 0 0 0 0

Frost/Ice 0 0 0 0

Flood 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalDistrict

Nuneaton and Bedworth 0 6 17 23

TotalSlightSeriousFatalRoad Class

M 0 0 0 0

A(M) 0 0 0 0

A 0 3 7 10

B 0 3 5 8

Other 0 0 5 5

TotalSlightSeriousFatalSpeed Limit

20 0 0 0 0

30 0 1 9 10

40 0 0 0 0

50 0 5 5 10

60 0 0 3 3

70 0 0 0 0

TotalSlightSeriousFatalObstruction (Veh Totals)

Sign/Signal 0 0 0 0

Lamp Post 0 0 0 0

Pole 0 0 0 0

Tree 0 0 1 1

Bus Stop 0 0 0 0

Barrier 0 0 0 0

Other 0 0 1 1

TotalSlightSeriousFatalJunction Type

Not at Junction 0 2 7 9

Roundabout 0 2 6 8

Mini R'about 0 1 2 3

T or Staggered 0 1 0 1

Slip Road 0 0 0 0

Crossroads 0 0 0 0

Multiple Junct 0 0 0 0

Private Drive 0 0 0 0

Other Junction 0 0 2 2

Unknown 0 0 0 0

ALL ROAD USERS - CASUALTIES

TotalSlightSeriousFatalYear

2014 0 3 12 15

2015 0 1 1 2

2016 0 2 14 16

TotalSlightSeriousFatalMonth

January 0 0 2 2

February 0 0 5 5

March 0 1 0 1

April 0 1 0 1

May 0 0 1 1

June 0 1 5 6

July 0 1 0 1

August 0 0 7 7

September 0 0 2 2

October 0 2 3 5

November 0 0 1 1

December 0 0 1 1

TotalSlightSeriousFatalDay

Sunday 0 0 0 0

Monday 0 1 2 3

Tuesday 0 1 5 6

Wednesday 0 2 8 10

Thursday 0 1 9 10

Friday 0 1 3 4

Saturday 0 0 0 0

TotalSlightSeriousFatalPed Crossing

Not at crossing 0 5 27 32

Zebra 0 0 0 0

Pelican 0 1 0 1

Ped Phase 0 0 0 0

Footbridge 0 0 0 0

Refuge 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalBends

Left Hand Bend 0 1 1 2

Right Hand Bend 0 0 0 0

TotalSlightSeriousFatalCasualty Age

0 - 5 0 0 0 0

6 - 10 0 0 0 0

11 - 16 0 1 1 2

17 - 25 0 2 10 12

26 - 35 0 1 5 6

36 - 45 0 0 4 4

46 - 55 0 0 4 4

56 - 64 0 2 3 5

65+ 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalTime

0000-0059 0 0 0 0

0100-0159 0 0 0 0

0200-0259 0 0 0 0

0300-0359 0 0 0 0

0400-0459 0 0 0 0

0500-0559 0 0 1 1

0600-0659 0 0 0 0

0700-0759 0 0 0 0

0800-0859 0 0 0 0

0900-0959 0 0 2 2

1000-1059 0 1 3 4

1100-1159 0 0 3 3

1200-1259 0 0 1 1

1300-1359 0 0 2 2

1400-1459 0 0 0 0

1500-1559 0 2 1 3

1600-1659 0 0 0 0

1700-1759 0 0 2 2

1800-1859 0 2 0 2

1900-1959 0 1 2 3

2000-2059 0 0 2 2

2100-2159 0 0 5 5

2200-2259 0 0 3 3

2300-2359 0 0 0 0

TotalSlightSeriousFatalLighting

Daylight 0 3 17 20

Darkness 0 3 10 13

TotalSlightSeriousFatalWeather

Fine without high winds 0 4 23 27

Raining without high winds 0 2 3 5

Snowing without high winds 0 0 0 0

Fine with high winds 0 0 1 1

Raining with high winds 0 0 0 0

Snowing with high winds 0 0 0 0

Fog or mist - if hazard 0 0 0 0

Other 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalRoad Surface

Dry 0 4 18 22

Wet/Damp 0 2 9 11

Snow 0 0 0 0

Frost/Ice 0 0 0 0

Flood 0 0 0 0

Unknown 0 0 0 0

TotalSlightSeriousFatalDistrict

Nuneaton and Bedworth 0 6 27 33

TotalSlightSeriousFatalRoad Class

M 0 0 0 0

A(M) 0 0 0 0

A 0 3 10 13

B 0 3 7 10

Other 0 0 10 10

TotalSlightSeriousFatalSpeed Limit

20 0 0 0 0

30 0 1 14 15

40 0 0 0 0

50 0 5 6 11

60 0 0 7 7

70 0 0 0 0

TotalSlightSeriousFatalObstruction

Sign/Signal 0 0 0 0

Lamp Post 0 0 0 0

Pole 0 0 0 0

Tree 0 0 2 2

Bus Stop 0 0 0 0

Barrier 0 0 0 0

Other 0 0 1 1

ALL ROAD USERS - CASUALTIES

TotalSlightSeriousFatalJunction Type

Not at Junction 0 2 10 12

Roundabout 0 2 9 11

Mini R'about 0 1 3 4

T or Staggered 0 1 0 1

Slip Road 0 0 0 0

Crossroads 0 0 0 0

Multiple Junct 0 0 0 0

Private Drive 0 0 0 0

Other Junction 0 0 5 5

Unknown 0 0 0 0

D-PRINT CRASH REPORT 13-Mar-2017

09:50:43

TimeNo Location Date Street

Lighting

Road Surface Weather Pedestrian

Direction

Factors InvolvedDaySeverity

Road No

Section SLIGHT

20/02/2014 22:10 DRK NSLGrid

Ref

436860E

289260N

Wet/Damp Fine 5 S.VEH1

GIPSY LANE,NUNEATON APPROX 295 M NE GIPSY LANE BRIDGE Nuneaton and Bedworth

Vehicles 1Casualties 3V1 TRAVELLING ALONG GIPSY LANE TOWARDS NUNEATON IS

DAZZLED BY LIGHTS OF ONCOMING VEHICLE. DR V1 SWERVES TO

RIGHT SLIGHTLY THEN TRIES TO RECTIFY THIS TURNING BACK

TOWARDS THE KERB HOWEVER SHE LOSES CONTROL AND V1

OVERTURNS

Veh1, car, SW -> NE

Road No A444

Section SLIGHT

26/02/2014 12:30 LGrid

Ref

435782E

289185N

Dry Fine 4 S.VEH2 GVN

A444 N/B APPROX 54 MT NB GRIFF ISLAND NUNEATON Nuneaton and Bedworth PED

Vehicles 1Casualties 1PED WALKING HER DOG ON GRASS VERGE WHEN V1 PULLED ONTO

VERGE IN FRONT OF HER, V1 THEN REV COLL/W PED KNOCKING HER

OVER

Veh1, goods < 3.5t, N -> S

Road No A444

Section SERIOUS

14/03/2014 19:45 DRK NSLGrid

Ref

435783E

289191N

Dry Fine 6 S.VEH3 W

A 444 GRIFF WAY NUNEATON 100 M N JW ST DAVIDS WAY. Nuneaton and Bedworth PED

Vehicles 1Casualties 1V1 TRAVELLING A 44 TOWARDS NUNEATON ON DARK UNLIT SECTION

OF RD WHEN HE SAW A PEDESTRIAN RUNS FROM OFFSIDE IN FRONT

OF HIM, V1 SLOWS BUT IS UNABLE TO AVOID COLLIDING CAS 1

RUNNING BEHIND THE FIST PEDESTRIAN.

Veh1, car, S -> N

Road No B4113

Section SERIOUS

04/06/2014 10:20 LGrid

Ref

436162E

290081N

Wet/Damp Rain 44

B4113 COVENTRY RD J/W DONNITHORNE AVE NUNEATON Nuneaton and Bedworth

Vehicles 2Casualties 2V1 APP MINI ISLAND FAILS TO SEE THAT V2 IS STAT COLL/W SAMES

REAR

Veh1, car, N -> S

Veh2, car, N -> S

Involved

PED Pedestrian

HGV Heavy Goods Vehicle

GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights

USL Street LIghts Unlit

NSL No Street Lights

STU Street Lights Unknown

FACTORS

+VE Positive Breath Test

R.TURN Right Turn Manoeuvre

O/TAKE Overtaking Manoeuvre

S.VEH Single Vehicle

Special Conditions

ATS OUT Traffic Lights Not Working

ATS DEF Traffic Lights Defective

SIGNS Road Signs Defective or Obscurred

RD WRKS Road Works

Surface Road Surface Defective

Key

Page 1


09:50:43


Lighting


Direction


Road No B4113

Section SLIGHT

18/08/2014 10:30 LGrid

Ref

436161E

290074N

Dry Fine 25

R.TURN

M/C

B4113 COVENTRY RD J/W DONNITHORNE AVENUE HILL TOP NUNEATON Nuneaton and Bedworth

Vehicles 2Casualties 1V1 BEGINS TO NEG MINI ROUNDABOUT FAILING TO SEE V2

MOTORCYCLE ALREADY NEG ISLAND RESULTING IN COLL

Veh1, car, E -> N

Veh2, m/cycle 125 - 500cc, N -> S

Road No

Section SLIGHT

26/08/2014 10:30 LGrid

Ref

435913E

289361N

Dry Fine 36

R.TURN

HGV

ST GEORGES WAY, NUNEATON 130 M S JW BURLINGTON RD. Nuneaton and Bedworth

Vehicles 2Casualties 1V1 AND 2 TRAVELLING IN OP DIRECTIONS. V1 MADE A RT TURN TO

ENTER LAY BY ON OP SIDE OF ROAD FAILING TO SEE V2 TRAVELLING

IN OP DIRECTION.

Veh1, goods 3.5 - 7.5t, N -> W

Veh2, car, S -> N

Road No B4113

Section SLIGHT

30/09/2014 11:10 LGrid

Ref

436157E

290110N

Dry Fine 37

B4113 COVENTRY RD HILL TOP NUNEATON APPROX 30 MT N J/W DONNITHORNE AVE Nuneaton and Bedworth

Vehicles 2Casualties 2BOTH VEHS TRAV NB, V2 SLOWS TO PULL INTO THE N/S , V1 FAILS TO

SEE THIS AND COLL/W REAR V2 CAUSING V1 TO FLIP ONTO ROOF

Veh1, car, S -> N

Veh2, car, S -> N

Road No A444

Section SLIGHT

08/10/2014 17:40 LGrid

Ref

435801E

289107N

Wet/Damp Fine Wind 48 M/C

A 444, GRIFF ROINDABOUT NUNEATON JW ST DAVIDS WAY Nuneaton and Bedworth

Vehicles 2Casualties 1V1 HAS ENTERED THE A 444 GRIFF ROUNDABOUT FROM ST DAVIDS

WAY. V2 IS NEG GRIFF ROUNDABOUT PASSING ST DAVIDS WAY ON

THE NEARSIDE. FOS V1 HAS STRUCK REAR OF V2 CAUSING RIDER TO

FALL TO FLOOR.

Veh1, car, SW -> N

Veh2, m/cycle > 500cc, S -> N

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 2


09:50:43


Lighting


Direction


Road No B4113

Section SERIOUS

15/10/2014 18:15 DRK STLGrid

Ref

435941E

289105N

Wet/Damp Rain 4 S.VEH9 M/C

B4113 COVENTRY RD NUNEATON APPROX 46 MT NE A444 ISLAND Nuneaton and Bedworth

Vehicles 1Casualties 1MOTORCYCLE V1 LEAVING ISLAND ACCELERATED AWAY BUT LOST

CONTROL , BIKE SKIDDED AND RIDER FELL OFF

Veh1, m/cycle > 500cc, NW -> NE

Road No B4113

Section SLIGHT

13/11/2014 11:22 LGrid

Ref

436162E

290079N

Dry Fine 510

R.TURN

B 4113, COVENTRY RD, NUNEATON JW DONNITHORNE AVE. Nuneaton and Bedworth

Vehicles 2Casualties 1V1 TURNS RT OUT OF DONNITHORNE AVE INTO PATH V2 NEG

TRAFFIC ISLAND ON COVENTRY RD.

Veh1, car, E -> N

Veh2, car, N -> S

Road No

Section SLIGHT

19/12/2014 05:45 DRK STLGrid

Ref

435638E

288996N

Wet/Damp Fine 611

R.TURN

O/TAKE

P/C

ST DAVIDS WAY NUNEATON J/W TURN TO BERMUDA PARK Nuneaton and Bedworth

Vehicles 2Casualties 1V2 PCYCLE IN FILTER LANE WAITING TO TURN RGT INTO JCT,

ONCOMING VEH IS ABOUT TO TURN LEFT INTO SAME JCT WHEN

OVERTOOK BY V1 WHICH HAD FAILED TO SEE V2 AHEAD, V2 TRIED

TO MOVE OUT OF THE WAY BUT WAS STRUCK ON REAR WHEEL BY

V1, WHICH KNOCKED RIDER OFF BIKE, V1 FAILED TO STOP

Veh1, car, NE -> SW

Veh2, pedal cycle, SW -> SE

Road No B4113

Section SERIOUS

02/04/2015 15:45 LGrid

Ref

435909E

288877N

Dry Fine 512

R.TURN

M/C

B 4113. COVENTRY RD, BEDWORTH JW GIPSY LANE. Nuneaton and Bedworth

Vehicles 2Casualties 1V1 TRAVELLING NB TOWARDS GRIFF RD, V2 IS TRAVELLING IN THE OP

DIRECTION HAVING JUST EXITED GRIFF ISLAND. V1 TURNS RT

ACTROSS THE PATH OF V2 INTO GIPSY LANE, V2 COLLIDES NS V1.

Veh1, car, SW -> E

Veh2, m/cycle 50 - 125cc, NE -> SW

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 3


09:50:43


Lighting


Direction


Road No

Section SLIGHT

14/05/2015 13:57 LGrid

Ref

435915E

289357N

Wet/Damp Fine 513 GVHGV

ST GEORGES WAY NUNEATON APPROX 135 MT SB BURLINGTON RD Nuneaton and Bedworth

Vehicles 2Casualties 1V1 HGV HAD JUST DROPPED OFF HIS TRAILER IN LAYBY NEXT TO THE

RD , V1 THEN MOVES OFF INTO RD TO DO A UTURN AND COLL/W

PASSING V2

Veh1, goods > 7.5t, N -> N

Veh2, goods < 3.5t, N -> S

Road No A444

Section SLIGHT

29/01/2016 09:00 LGrid

Ref

435849E

289076N

Dry Fine 614

GRIFF ISLAND A444 B4113 Nuneaton and Bedworth

Vehicles 2Casualties 2V001 DROVE INTO V002 NO DAMAGE TO V002 BUT 2 X CASUALTIES. Veh1, car, S -> N

Veh2, car, S -> N

Road No A444

Section SLIGHT

09/02/2016 17:05 LGrid

Ref

435773E

289211N

Dry Fine 315

NUNEATON INVICINTY OF BERMUDA IND EST A444 Nuneaton and Bedworth

Vehicles 2Casualties 1VEHICLE 2 TRAVELLING ON A444 TOWARDS NUNEATON WHEN

STRUCK FROM BEHIND BY VEHICLE 1. BOTH PARTIES STOPPED AND

EXCHANGED DETAILS

Veh1, car, S -> N

Veh2, car, S -> N

Road No B4113

Section SLIGHT

20/06/2016 21:35 LGrid

Ref

436170E

290249N

Dry Fine 216

P/C

COVENTRY ROAD B4113 Nuneaton and Bedworth

Vehicles 2Casualties 1PEDAL CYCLE ON CYCLE PATH WHEN VEH01 DROVE ACROSS THE

CYCLE PATH AND COLLIDED WITH PEDAL CYCLE. VEH01 DETAILS

UNKNOWN. NO DETAILS OFFERED BY DRIVER OF VEH01

Veh1, car, E -> W

Veh2, pedal cycle, S -> N

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 4


09:50:43


Lighting


Direction


Road No A444

Section SLIGHT

28/06/2016 13:20 LGrid

Ref

435816E

289148N

Dry Fine 317

GRIFF WAY ISLAND NUNEATON A444 B4113 Nuneaton and Bedworth

Vehicles 2Casualties 1POLICE VEHICLE V002 HAS BEEN STATIONARY AT A FIXED TRAFFIC

SIGNAL IN GOOD WEATHER, WHEN STRUCK FROM BEHIND BY A

MOVING VEHICLE V001

Veh1, car, W -> E

Veh2, car, W -> E

Road No A444

Section SLIGHT

29/06/2016 19:10 LGrid

Ref

435838E

288984N

Wet/Damp Rain 4 S.VEH18

BEDWORTH BY PASS NUNEATON A444 GRIFF ISLAND NUNEATON B4113 Nuneaton and Bedworth

Vehicles 1Casualties 2DRIVER OF VEH01 HAS ENTERED THE CARRIAGEWAY FROM THE

ISLAND & THE REAR OF THE VEHICLE HAS SLIPPED AND LOST

YTACTION ON THE SLIPPY ROAD SURFACE. VEHICLE HAS COME OFF

THE ROAD & ROLLED AS HIT THE GRASS. VEH01 IS A KIT CAR & LOW

TO THE GROUND

Veh1, car, S -> SW

Road No A444

Section SERIOUS

05/07/2016 15:50 LGrid

Ref

435900E

289118N

Dry Fine 319 M/C

COVENTRY ROAD NUNEATON A444 1 METRES SOUTH OF JUNCTION WITH COVENTRY RD

NUNEATON B4113

Nuneaton and Bedworth

Vehicles 2Casualties 1VEH01 AND VEH02 NEGOTIATING A444 GRIFF TRAFFIC ISLAND. VEH01

AND VEH02 TRAVELLING TOWARDS B4113. VEH02 CONTINUES

STRAIGHT AHEAD, VEH01 ATTEMPTS TO PULL INFRONT OF VEH02 TO

TAKE EXIT ONTO B4113 DURING WHICH VEH02 COLLIDES WITH VEH01

CAUSING INJURY.

Veh1, m/cycle > 500cc, N -> E

Veh2, car, N -> S

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 5


09:50:43


Lighting


Direction


Road No U0

Section SLIGHT

18/08/2016 21:16 DRK STLGrid

Ref

435642E

288996N

Dry Fine 520

ST DAVID'S WAY NUNEATON UNSPECIFIED ROAD OR LOCATION TURN TO MACDONALDS Nuneaton and Bedworth

Vehicles 2Casualties 4VEH01 TRAVELLING OUT FROM MCDONALDS WAITING AT JUNCTION

TO TURN RIGHT ONTO ST DAVIDS WAY. VEH02 TRAVELLING FROM

A444 ON ST DAVID'S TOWARDS MCDONALDS JUNCTION, VEH02

POSSIBLY INDICATING LEFT. VEH01SEEING THIS HAS PULLED OUT.

VEH02 HAS CONTINUED STRATIGHT ON AFTER CANCELLING

INDICATOR. VEH02 HAS DRIVEN INTO SIDE OF VEH01.

Veh1, car, S -> E

Veh2, car, E -> W

Road No B4113

Section SLIGHT

31/08/2016 15:30 LGrid

Ref

435917E

289110N

Dry Fine 421

COVENTRY ROAD B4113 GRIFF ROUNDABOUT A444 Nuneaton and Bedworth

Vehicles 2Casualties 1VEH01 HAS HIT VEH02 WHILST VEH01B WAS SPEEDING ON A BEND.

VEH01 DID NOT STOP. VEH01 NO INSURANCE AS PER PNC

Veh1, car, NW -> NE

Veh2, car, NW -> NE

Road No A444

Section SERIOUS

03/10/2016 18:44 DRK STLGrid

Ref

435797E

289150N

Dry Fine 2 S.VEH22 E

TORWARDS NUNEATON A444 GRIF ROUNDABOUT A444 Nuneaton and Bedworth PED

Vehicles 1Casualties 1VEH 01 DRIVING TOWARDS NUNEATON COMING OFF THE GRIFF

ROUNDABOUT APPROACHING PEDESTRIAN CROSSING. STRUCK

PEDESTRIAN WHO WAS CROSSING ROAD CAUSING INJURY AND

DAMAGE TO VEHICLE.

Veh1, car, S -> N

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 6


09:50:43


Lighting


Direction


Road No A444

Section SLIGHT

19/10/2016 20:40 DRK STLGrid

Ref

435888E

289134N

Dry Fine 423

BY KFC A444 ST GEORGES WAY Nuneaton and Bedworth

Vehicles 2Casualties 2TRAVELLING IN VEH002 TOWARDS THE ROUNDABOUT VEH001 PULLED

AWAY. VEH002 CONTINUED TO GO ACROSS ROUNDABOUT WHEN

VEH001 STOPPED SUDDENLY NOT USING BRAKE LIGHTS CAUSING

VEH002 TO HIT REAR OF VEH001.

Veh1, car, NE -> S

Veh2, car, NE -> S

Involved

PED Pedestrian


GV Goods Vehicle

M/C Motor Cycle

P/C Pedal Cycle

PSV Bus/Coach

Street Lighting

L Daylight

STL Street Lights




FACTORS





Special Conditions




RD WRKS Road Works


Key

Page 7

APPENDIX E – TRICS OUTPUT

TRICS 7.3.4 120117 B17.46 (C) 2017 TRICS Consortium Ltd Monday 20/03/17

Page 1

Vectos (South) Ltd Prince Street Bristol Licence No: 152303

Calculation Reference: AUDIT-152303-170320-0339TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIALCategory : A - HOUSES PRIVATELY OWNEDVEHICLES

Selected regions and areas:

02 SOUTH EAST

ES EAST SUSSEX 1 daysHC HAMPSHIRE 1 daysSC SURREY 1 daysWS WEST SUSSEX 1 days

03 SOUTH WEST

DC DORSET 2 daysDV DEVON 3 daysSM SOMERSET 1 days

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 daysNF NORFOLK 3 daysSF SUFFOLK 2 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 1 days06 WEST MIDLANDS

SH SHROPSHIRE 4 daysST STAFFORDSHIRE 1 daysWK WARWICKSHIRE 2 days

07 YORKSHIRE & NORTH LINCOLNSHIRE

NY NORTH YORKSHIRE 6 daysSY SOUTH YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 4 daysGM GREATER MANCHESTER 1 daysMS MERSEYSIDE 1 days

09 NORTH

CB CUMBRIA 2 daysTW TYNE & WEAR 2 days

10 WALES

PS POWYS 1 days

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


Page 2


Secondary Filtering selection:

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

are included in the trip rate calculation.

Parameter: Number of dwellingsActual Range: 6 to 129 (units: )Range Selected by User: 6 to 150 (units: )

Public Transport Provision:Selection by: Include all surveys

Date Range: 01/01/08 to 13/11/15

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

included in the trip rate calculation.

Selected survey days:

Monday 8 daysTuesday 9 daysWednesday 9 daysThursday 8 daysFriday 8 days

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

Selected survey types:

Manual count 42 daysDirectional ATC Count 0 days

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

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

undertaking using machines.

Selected Locations:

Suburban Area (PPS6 Out of Centre) 23Edge of Town 18Neighbourhood Centre (PPS6 Local Centre) 1

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

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

Not Known.

Selected Location Sub Categories:

Residential Zone 35Village 1No Sub Category 6

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

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

of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class:

C 1 1 days C 3 40 days

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

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


Page 3


Secondary Filtering selection (Cont.):

Population within 1 mile:

1,001 to 5,000 6 days5,001 to 10,000 12 days10,001 to 15,000 9 days15,001 to 20,000 5 days20,001 to 25,000 5 days25,001 to 50,000 5 days

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

Population within 5 miles:

5,001 to 25,000 6 days25,001 to 50,000 5 days50,001 to 75,000 3 days75,001 to 100,000 10 days100,001 to 125,000 4 days125,001 to 250,000 6 days250,001 to 500,000 7 days500,001 or More 1 days

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

Car ownership within 5 miles:

0.6 to 1.0 13 days1.1 to 1.5 29 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

Yes 3 daysNo 39 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 42 days

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


Page 4


LIST OF SITES relevant to selection parameters

1 CA-03-A-04 DETACHED CAMBRIDGESHIRE

THORPE PARK ROADPETERBOROUGHSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 9

Survey date: TUESDAY 18/10/11 Survey Type: MANUAL

2 CB-03-A-03 SEMI DETACHED CUMBRIA

HAWKSHEAD AVENUE

WORKINGTONEdge of TownResidential ZoneTotal Number of dwellings: 4 0

Survey date: THURSDAY 20/11/08 Survey Type: MANUAL

3 CB-03-A-04 SEMI DETACHED CUMBRIA

MOORCLOSE ROADSALTERBACKWORKINGTONEdge of TownNo Sub CategoryTotal Number of dwellings: 8 2

Survey date: FRIDAY 24/04/09 Survey Type: MANUAL

4 CH-03-A-05 DETACHED CHESHIRE

SYDNEY ROADSYDNEYCREWEEdge of TownResidential ZoneTotal Number of dwellings: 1 7


5 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE

CREWE ROAD

CREWESuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 1 2 9


6 CH-03-A-08 DETACHED CHESHIRE

WHITCHURCH ROADBOUGHTON HEATHCHESTERSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 1


7 CH-03-A-09 TERRACED HOUSES CHESHIRE

GREYSTOKE ROADHURDSFIELDMACCLESFIELDEdge of TownResidential ZoneTotal Number of dwellings: 2 4

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

8 DC-03-A-01 DETACHED DORSET

ISAACS CLOSE

POOLESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 5 1

Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL


Page 5


LIST OF SITES relevant to selection parameters (Cont.)

9 DC-03-A-08 BUNGALOWS DORSET

HURSTDENE ROADCASTLE LANE WESTBOURNEMOUTHEdge of TownResidential ZoneTotal Number of dwellings: 2 8


10 DV-03-A-01 TERRACED HOUSES DEVON

BRONSHILL ROAD

TORQUAYSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 3 7


11 DV-03-A-02 HOUSES & BUNGALOWS DEVON

MILLHEAD ROAD

HONITONSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 1 6


12 DV-03-A-03 TERRACED & SEMI DETACHED DEVON

LOWER BRAND LANE

HONITONSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7 0


13 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX

SOUTH COAST ROAD

PEACEHAVENEdge of TownResidential ZoneTotal Number of dwellings: 3 7


14 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER

BUTT HILL DRIVEP R E S T W I C H MANCHESTEREdge of TownResidential ZoneTotal Number of dwellings: 2 9


15 HC-03-A-17 HOUSES & FLATS HAMPSHIRE

CANADA WAY

LIPHOOKSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 3 6



Page 6



16 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE

ROOKERY LANEBOULTHAMLINCOLNSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 2


17 MS-03-A-03 DETACHED MERSEYSIDE

BEMPTON ROADOTTERSPOOLLIVERPOOLSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 5


18 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK

YARMOUTH ROAD

CAISTER-ON-SEASuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 7


19 NF-03-A-02 HOUSES & FLATS NORFOLK

DEREHAM ROAD

NORWICHSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 9 8


20 NF-03-A-03 DETACHED HOUSES NORFOLK

HALING WAY

THETFORDEdge of TownResidential ZoneTotal Number of dwellings: 1 0


21 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 1 5


22 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE

CRAVEN WAY

BOROUGHBRIDGEEdge of TownNo Sub CategoryTotal Number of dwellings: 2 3



Page 7



23 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE

NICHOLAS STREET

YORKSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 1


24 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTONSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 5 2


25 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPONEdge of TownNo Sub CategoryTotal Number of dwellings: 7 1


26 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGEEdge of TownResidential ZoneTotal Number of dwellings: 2 3


27 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS

GUNROG ROAD

WELSHPOOLSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 8


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

HIGH ROAD

BYFLEETEdge of TownResidential ZoneTotal Number of dwellings: 7 1


29 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK

NORMANSTON DRIVE

LOWESTOFTSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7



Page 8



30 SF-03-A-05 DETACHED HOUSES SUFFOLK

VALE LANE

BURY ST EDMUNDSEdge of TownResidential ZoneTotal Number of dwellings: 1 8


31 SH-03-A-03 DETATCHED SHROPSHIRE

SOMERBY DRIVEBICTON HEATHSHREWSBURYEdge of TownNo Sub CategoryTotal Number of dwellings: 1 0


32 SH-03-A-04 TERRACED SHROPSHIRE

ST MICHAEL'S STREET

SHREWSBURYSuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 1 0 8


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

SANDCROFTSUTTON HILLTELFORDEdge of TownResidential ZoneTotal Number of dwellings: 5 4


34 SH-03-A-06 BUNGALOWS SHROPSHIRE

ELLESMERE ROAD

SHREWSBURYEdge of TownResidential ZoneTotal Number of dwellings: 1 6


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

WEMBDON ROADNORTHFIELDBRIDGWATEREdge of TownResidential ZoneTotal Number of dwellings: 3 3


36 ST-03-A-05 TERRACED & DETACHED STAFFORDSHIRE

WATERMEET GROVEETRURIASTOKE-ON-TRENTSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 4



Page 9



37 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE

A19 BENTLEY ROADBENTLEY RISEDONCASTERSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 5 4


38 TW-03-A-02 SEMI-DETACHED TYNE & WEAR

WEST PARK ROAD

GATESHEADSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 6


39 TW-03-A-03 MIXED HOUSES TYNE & WEAR

STATION ROADBACKWORTHNEAR NEWCASTLENeighbourhood Centre (PPS6 Local Centre)VillageTotal Number of dwellings: 3 3


40 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE

ARLINGTON AVENUE

LEAMINGTON SPASuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 6


41 WK-03-A-02 BUNGALOWS WARWICKSHIRE

NARBERTH WAYPOTTERS GREENCOVENTRYEdge of TownResidential ZoneTotal Number of dwellings: 1 7


42 WS-03-A-05 TERRACED & FLATS WEST SUSSEX

UPPER SHOREHAM ROAD

SHOREHAM BY SEASuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 4 8


This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

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

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


Page 10


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

Calculation factor: 1 DWELLS

BOLD print indicates peak (busiest) period

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

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

42 41 0.075 42 41 0.271 42 41 0.34607:00 - 08:0042 41 0.146 42 41 0.377 42 41 0.52308:00 - 09:0042 41 0.152 42 41 0.180 42 41 0.33209:00 - 10:0042 41 0.154 42 41 0.162 42 41 0.31610:00 - 11:0042 41 0.160 42 41 0.171 42 41 0.33111:00 - 12:0042 41 0.175 42 41 0.164 42 41 0.33912:00 - 13:0042 41 0.169 42 41 0.163 42 41 0.33213:00 - 14:0042 41 0.157 42 41 0.167 42 41 0.32414:00 - 15:0042 41 0.246 42 41 0.181 42 41 0.42715:00 - 16:0042 41 0.281 42 41 0.169 42 41 0.45016:00 - 17:0042 41 0.337 42 41 0.174 42 41 0.51117:00 - 18:0042 41 0.215 42 41 0.147 42 41 0.36218:00 - 19:00

19:00 - 20:0020:00 - 21:0021:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 2.267 2.326 4.593

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

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

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

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

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

the table.

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

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

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

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

rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 6 - 129 (units: )Survey date date range: 01/01/08 - 13/11/15Number of weekdays (Monday-Friday): 42Number of Saturdays: 0Number of Sundays: 0Surveys automatically removed from selection: 1Surveys manually removed from selection: 0

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

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

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

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

the standard filtering procedure are displayed.

APPENDIX F – LINSIG OUTPUT: SITE ACCESS

Basic Results Summary Basic Results Summary User and Project Details

Project: Faultlands Farm, Nuneaton

Title:

Location: Site Access

Additional detail:

File name: Site Access.lsg3x

Author:

Company:

Address:

Scenario 1: 'Scenario 1' (FG3: 'Base 2027 AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

Site AccessPRC: 98.0 %Total Traffic Delay: 6.1 pcuHr

Arm 1 - B

4113 South (E

ntry)

12

31983

1278

15.7%

1985

1279

15.7%

1985

0

0.0%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1985

926

45.4

%

1985

922

45.4

%

1780

4

45.4

%

Arm 3 - Site Access (Entry)

1

19851760.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

10.3%

1985

1985

10.1%

Arm 5 -

B4113 South (E

xit)

12

19851985

21.2%

19851985

21.5%

Arm 6 - Site Access (Exit)

1

1985

1985

0.0%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%

Arm 8 - Caravan Park (Entry)

1

1764

157

8.3%A

B

C

D

Basic Results Summary Network Results

Item Lane Description

Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Turners In Gaps (pcu)

Turners When Unopposed (pcu)

Turners In Intergreen (pcu)

Total Delay (pcuHr)

Av. Delay Per PCU (s/pcu)

Mean Max Queue (pcu)

Network - - - - - - - - - 45.4% 0 0 0 6.1 - -

Site Access

- - - - - - - - - 45.4% 0 0 0 6.1 - -

1/1 B4113 South (Entry) Ahead

Left U A 1 57 - 200 1983 1278 15.7% - - - 0.4 8.0 2.0

1/2+1/3 B4113 South (Entry) Ahead

Right U A C 1 57:7 - 201 1985:1985 1279+0

15.7 : 0.0%

- - - 0.4 8.0 2.0

2/1 B4113 North

(Entry) Ahead Left

U B 1 41 - 421 1985 926 45.4% - - - 2.3 19.8 7.4

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 41:7 - 421 1985:1780 922+4 45.4 : 45.4%

- - - 2.3 19.9 7.4

3/1 Site Access (Entry) Right

Left U F 1 7 - 0 1985 176 0.0% - - - 0.0 0.0 0.0

4/1 B4113 North

(Exit) U - - - - 204 1985 1985 10.3% - - - 0.1 1.0 0.1

4/2 B4113 North

(Exit) U - - - - 201 1985 1985 10.1% - - - 0.1 1.0 0.1

5/1 B4113 South

(Exit) U - - - - 421 1985 1985 21.2% - - - 0.1 1.2 0.1

5/2 B4113 South

(Exit) U - - - - 426 1985 1985 21.5% - - - 0.1 1.2 0.1

6/1 Site Access

(Exit) U - - - - 0 1985 1985 0.0% - - - 0.0 0.0 0.0

8/1 Caravan Park

(Entry) Left Right Ahead

U E 1 7 - 13 1764 157 8.3% - - - 0.2 50.3 0.3

C1 PRC for Signalled Lanes (%): 98.0 Total Delay for Signalled Lanes (pcuHr): 5.72 Cycle Time (s): 90 PRC Over All Lanes (%): 98.0 Total Delay Over All Lanes(pcuHr): 6.10

Basic Results Summary Scenario 2: 'New Scenario' (FG4: 'Base 2027 PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31983

1278

44.2%

1985

1279

44.2%

1985

0

0.0%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1985

926

47.6

%

1985

915

47.9

%

1780

1347

.9%


1

19851760.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

28.3%

1985

1985

28.5%

Arm 5 -

B4113 South (E

xit)

12

19851985

22.2%

19851985

22.2%


1

1985

1985

0.0%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

3.2%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 47.9% 0 0 0 9.0 - -

Site Access

- - - - - - - - - 47.9% 0 0 0 9.0 - -


Left U A 1 57 - 565 1983 1278 44.2% - - - 1.6 10.5 7.3


Right U A C 1 57:7 - 565 1985:1985 1279+0

44.2 : 0.0%

- - - 1.6 10.5 7.3

2/1 B4113 North

(Entry) Ahead Left

U B 1 41 - 441 1985 926 47.6% - - - 2.5 20.2 7.9

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 41:7 - 444 1985:1780 915+13 47.9 : 47.9%

- - - 2.5 20.4 7.9


Left U F 1 7 - 0 1985 176 0.0% - - - 0.0 0.0 0.0

4/1 B4113 North

(Exit) U - - - - 561 1985 1985 28.3% - - - 0.2 1.3 0.2

4/2 B4113 North

(Exit) U - - - - 565 1985 1985 28.5% - - - 0.2 1.3 0.2

5/1 B4113 South

(Exit) U - - - - 441 1985 1985 22.2% - - - 0.1 1.2 0.1

5/2 B4113 South

(Exit) U - - - - 441 1985 1985 22.2% - - - 0.1 1.2 0.1

6/1 Site Access

(Exit) U - - - - 0 1985 1985 0.0% - - - 0.0 0.0 0.0

8/1 Caravan Park


U E 1 7 - 5 1764 157 3.2% - - - 0.1 49.7 0.1


Basic Results Summary Scenario 3: 'New Scenario' (FG7: '2027 + Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31984

1234

32.5%

1985

0

0.0%

1847

185

53.6%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1938

861

53.3

%

1985

878

53.6

%

1780

4

53.6

%


1

176417652.7%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

20.4%

1985

1985

2.2%

Arm 5 -

B4113 South (E

xit)

12

19851985

21.0%

19851985

24.1%


1

1985

1985

9.5%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

8.3%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 53.6% 0 0 0 10.8 - -

Site Access

- - - - - - - - - 53.6% 0 0 0 10.8 - -


Left U A 1 55 - 401 1984 1234 32.5% - - - 1.1 10.2 4.9


Right U A C 1 55:8 - 99 1985:1847 0+185

0.0 : 53.6%

- - - 1.6 59.3 2.9

2/1 B4113 North

(Entry) Ahead Left

U B 1 39 - 459 1938 861 53.3% - - - 2.9 22.7 8.9

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 39:8 - 473 1985:1780 878+4 53.6 : 53.6%

- - - 3.0 22.7 9.1


Left U F 1 8 - 93 1764 176 52.7% - - - 1.5 59.8 2.7

4/1 B4113 North

(Exit) U - - - - 405 1985 1985 20.4% - - - 0.1 1.1 0.1

4/2 B4113 North

(Exit) U - - - - 44 1985 1985 2.2% - - - 0.0 0.9 0.0

5/1 B4113 South

(Exit) U - - - - 417 1985 1985 21.0% - - - 0.1 1.1 0.1

5/2 B4113 South

(Exit) U - - - - 479 1985 1985 24.1% - - - 0.2 1.2 0.2

6/1 Site Access

(Exit) U - - - - 189 1985 1985 9.5% - - - 0.1 1.0 0.1

8/1 Caravan Park


U E 1 7 - 13 1764 157 8.3% - - - 0.2 50.3 0.3


Basic Results Summary Scenario 4: 'New Scenario' (FG8: '2027 + Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31983

1146

49.8%

1985

1098

50.9%

1847

67

50.9%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1968

787

57.5

%

1985

785

58.2

%

1780

1058

.2%


1

176427459.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

28.8%

1985

1985

31.8%

Arm 5 -

B4113 South (E

xit)

12

19851985

25.4%

19851985

23.3%


1

1985

1985

3.3%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

3.2%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 59.0% 0 0 0 14.8 - -

Site Access

- - - - - - - - - 59.0% 0 0 0 14.8 - -


Left U A 1 51 - 571 1983 1146 49.8% - - - 2.3 14.4 8.9


Right U A C 1 51:7 - 593 1985:1847 1098+67

50.9 : 50.9%

- - - 2.6 15.9 8.8

2/1 B4113 North

(Entry) Ahead Left

U B 1 35 - 453 1968 787 57.5% - - - 3.3 26.4 9.5

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 35:7 - 463 1985:1780 785+10 58.2 : 58.2%

- - - 3.4 26.7 9.6


Left U F 1 13 - 162 1764 274 59.0% - - - 2.3 51.2 4.4

4/1 B4113 North

(Exit) U - - - - 572 1985 1985 28.8% - - - 0.2 1.3 0.2

4/2 B4113 North

(Exit) U - - - - 631 1985 1985 31.8% - - - 0.2 1.3 0.2

5/1 B4113 South

(Exit) U - - - - 504 1985 1985 25.4% - - - 0.2 1.2 0.2

5/2 B4113 South

(Exit) U - - - - 463 1985 1985 23.3% - - - 0.2 1.2 0.2

6/1 Site Access

(Exit) U - - - - 65 1985 1985 3.3% - - - 0.0 0.9 0.0

8/1 Caravan Park


U E 1 7 - 5 1764 157 3.2% - - - 0.1 49.7 0.1


Basic Results Summary Scenario 5: 'New Scenario' (FG11: 'Base 2031 AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31983

1278

16.1%

1985

1279

16.2%

1985

0

0.0%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1985

926

46.7

%

1985

922

46.9

%

1780

4

46.9

%


1

19851760.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

10.6%

1985

1985

10.4%

Arm 5 -

B4113 South (E

xit)

12

19851985

21.8%

19851985

22.1%


1

1985

1985

0.0%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

8.3%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 46.9% 0 0 0 6.3 - -

Site Access

- - - - - - - - - 46.9% 0 0 0 6.3 - -


Left U A 1 57 - 206 1983 1278 16.1% - - - 0.5 8.0 2.1


Right U A C 1 57:7 - 207 1985:1985 1279+0

16.2 : 0.0%

- - - 0.5 8.0 2.1

2/1 B4113 North

(Entry) Ahead Left

U B 1 41 - 433 1985 926 46.7% - - - 2.4 20.0 7.8

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 41:7 - 434 1985:1780 922+4 46.9 : 46.9%

- - - 2.4 20.1 7.8


Left U F 1 7 - 0 1985 176 0.0% - - - 0.0 0.0 0.0

4/1 B4113 North

(Exit) U - - - - 210 1985 1985 10.6% - - - 0.1 1.0 0.1

4/2 B4113 North

(Exit) U - - - - 207 1985 1985 10.4% - - - 0.1 1.0 0.1

5/1 B4113 South

(Exit) U - - - - 433 1985 1985 21.8% - - - 0.1 1.2 0.1

5/2 B4113 South

(Exit) U - - - - 439 1985 1985 22.1% - - - 0.1 1.2 0.1

6/1 Site Access

(Exit) U - - - - 0 1985 1985 0.0% - - - 0.0 0.0 0.0

8/1 Caravan Park


U E 1 7 - 13 1764 157 8.3% - - - 0.2 50.3 0.3


Basic Results Summary Scenario 6: 'New Scenario' (FG12: 'Base 2031 PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31983

1278

45.5%

1985

1279

45.5%

1985

0

0.0%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1985

926

49.0

%

1985

916

49.4

%

1780

1249

.4%


1

19851760.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

29.1%

1985

1985

29.3%

Arm 5 -

B4113 South (E

xit)

12

19851985

22.9%

19851985

23.0%


1

1985

1985

0.0%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

3.8%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 49.4% 0 0 0 9.4 - -

Site Access

- - - - - - - - - 49.4% 0 0 0 9.4 - -


Left U A 1 57 - 582 1983 1278 45.5% - - - 1.7 10.6 7.7


Right U A C 1 57:7 - 582 1985:1985 1279+0

45.5 : 0.0%

- - - 1.7 10.6 7.7

2/1 B4113 North

(Entry) Ahead Left

U B 1 41 - 454 1985 926 49.0% - - - 2.6 20.4 8.3

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 41:7 - 458 1985:1780 916+12 49.4 : 49.4%

- - - 2.6 20.7 8.3


Left U F 1 7 - 0 1985 176 0.0% - - - 0.0 0.0 0.0

4/1 B4113 North

(Exit) U - - - - 578 1985 1985 29.1% - - - 0.2 1.3 0.2

4/2 B4113 North

(Exit) U - - - - 582 1985 1985 29.3% - - - 0.2 1.3 0.2

5/1 B4113 South

(Exit) U - - - - 454 1985 1985 22.9% - - - 0.1 1.2 0.1

5/2 B4113 South

(Exit) U - - - - 456 1985 1985 23.0% - - - 0.1 1.2 0.1

6/1 Site Access

(Exit) U - - - - 0 1985 1985 0.0% - - - 0.0 0.0 0.0

8/1 Caravan Park


U E 1 7 - 6 1764 157 3.8% - - - 0.1 49.7 0.2


Basic Results Summary Scenario 7: 'New Scenario' (FG13: '2031 + Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31984

1234

33.5%

1985

0

0.0%

1847

185

53.6%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1939

862

54.7

%

1985

878

55.1

%

1780

4

55.1

%


1

176417652.7%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

21.0%

1985

1985

2.2%

Arm 5 -

B4113 South (E

xit)

12

19851985

21.6%

19851985

24.8%


1

1985

1985

9.5%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

8.3%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 55.1% 0 0 0 11.1 - -

Site Access

- - - - - - - - - 55.1% 0 0 0 11.1 - -


Left U A 1 55 - 413 1984 1234 33.5% - - - 1.2 10.3 5.1


Right U A C 1 55:8 - 99 1985:1847 0+185

0.0 : 53.6%

- - - 1.6 59.3 2.9

2/1 B4113 North

(Entry) Ahead Left

U B 1 39 - 471 1939 862 54.7% - - - 3.0 22.9 9.2

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 39:8 - 486 1985:1780 878+4 55.1 : 55.1%

- - - 3.1 23.0 9.5


Left U F 1 8 - 93 1764 176 52.7% - - - 1.5 59.8 2.7

4/1 B4113 North

(Exit) U - - - - 417 1985 1985 21.0% - - - 0.1 1.1 0.1

4/2 B4113 North

(Exit) U - - - - 44 1985 1985 2.2% - - - 0.0 0.9 0.0

5/1 B4113 South

(Exit) U - - - - 429 1985 1985 21.6% - - - 0.1 1.2 0.1

5/2 B4113 South

(Exit) U - - - - 492 1985 1985 24.8% - - - 0.2 1.2 0.2

6/1 Site Access

(Exit) U - - - - 189 1985 1985 9.5% - - - 0.1 1.0 0.1

8/1 Caravan Park


U E 1 7 - 13 1764 157 8.3% - - - 0.2 50.3 0.3


Basic Results Summary Scenario 8: 'New Scenario' (FG14: '2031 + Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


Arm 1 - B

4113 South (E

ntry)

12

31983

1146

51.3%

1985

1099

52.4%

1847

65

52.4%

Arm 2

- B41

13 Nor

th (E

ntry

)

12

3 1969

788

59.2

%

1985

786

60.0

%

1780

1060

.0%


1

176427459.0%

Arm 4 - B

4113 North

(Exit

)

12

1985

1985

29.7%

1985

1985

32.6%

Arm 5 -

B4113 South (E

xit)

12

19851985

26.0%

19851985

24.1%


1

1985

1985

3.3%

Arm 7 - C

aravan Park (Exit)

1

Inf

Inf0.0%


1

1764

157

3.8%

A

B

C

D



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 60.0% 0 0 0 15.4 - -

Site Access

- - - - - - - - - 60.0% 0 0 0 15.4 - -


Left U A 1 51 - 588 1983 1146 51.3% - - - 2.4 14.6 9.3


Right U A C 1 51:7 - 610 1985:1847 1099+65

52.4 : 52.4%

- - - 2.7 16.0 9.3

2/1 B4113 North

(Entry) Ahead Left

U B 1 35 - 466 1969 788 59.2% - - - 3.5 26.8 9.8

2/2+2/3 B4113 North

(Entry) Ahead Right

U B D 1 35:7 - 477 1985:1780 786+10 60.0 : 60.0%

- - - 3.6 27.1 9.9


Left U F 1 13 - 162 1764 274 59.0% - - - 2.3 51.2 4.4

4/1 B4113 North

(Exit) U - - - - 589 1985 1985 29.7% - - - 0.2 1.3 0.2

4/2 B4113 North

(Exit) U - - - - 648 1985 1985 32.6% - - - 0.2 1.3 0.2

5/1 B4113 South

(Exit) U - - - - 517 1985 1985 26.0% - - - 0.2 1.2 0.2

5/2 B4113 South

(Exit) U - - - - 478 1985 1985 24.1% - - - 0.2 1.2 0.2

6/1 Site Access

(Exit) U - - - - 65 1985 1985 3.3% - - - 0.0 0.9 0.0

8/1 Caravan Park


U E 1 7 - 6 1764 157 3.8% - - - 0.1 49.7 0.2


APPENDIX G – LINSIG OUTPUT: GRIFF ROUNDABOUT

Basic Results Summary Basic Results Summary User and Project Details

Project: Faultlands Farm, Nuneaton

Title: Griff Roundabout (Existing)

Location: Nuneaton

Additional detail:

File name: Griff Roundabout (Homogenous).lsg3x

Author:

Company:

Address:

Scenario 1: '2015 Base, AM' (FG1: '2015 Base AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

J1: Griff Roundabout NWPRC: 15.5 %Total Traffic Delay: 30.0 pcuHrController: 1

J2: Griff Roundabout SEPRC: 30.8 %Total Traffic Delay: 9.3 pcuHrController: 2

Arm

J1:1 - A444N

12

31900

590

43.6%

1900

950

50.2%

1900

950

59.1%

Arm J1:2 -

123

1900554

37.9% 1900554

44.6% 1900554

12.3%

Arm

J1:

3 -

A4

44N

(E

xit)

1 2

1900

1148

75.3

%

1900

1148

77.1

%

Arm J1:4 - St Davids Way

123

190055536.6%190047715.7%190026115.7%

Arm

J1

:5 -

1 2 3 4

1900

1900

35.5

%

1900

1900

45.9

%

1900

1900

9.5

%

1900

1900

12.0

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

792

75.7

%

1900

792

77.9

%

1900

201

77.9

%

Arm J1:7 - 123

1900

71374.2%

1900

71355.4%

1900

71315.7%

Arm J1:8 - A444 (S) (E

xit)

12 1900

118765.9%

19001187

62.1%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%

Arm J2:1 - B4113 (South)

12

1900764

51.2%

1900709

68.8%

Arm J2:2 -

12

31900 190041.0%

1900 190031.5%

1900 190015.8%

Arm J2:3 - B4113 (North)

123

1900

253

58.1%

1900

515

58.1%

1900

515

52.7%

Arm

J2

:4 -

123

1900

990

28.7

%

1 900

990

54.9

%

1900

990

6 3.5

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

1187

12.5%

1900

1187

16.7%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

259

10.0

%

1900

648

10.0

%

Arm J2:7 -

12

34

1900

1900

7.3%

1900

1900

24.5%

1900

1900

28.4%

1900

1900

29.8%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network: Griff Roundabout

(Existing) - - - - - - - - - 77.9% 2375 0 0 39.3 - -

J1: Griff Roundabout

NW - - - - - - - - - 77.9% 435 0 0 30.0 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 23 - 734 1900:1900 950+590

50.2 : 43.6%

- - - 2.0 9.9 4.7

1/3 A444N Ahead U C1:H 1 23 - 561 1900 950 59.1% - - - 2.0 13.1 6.0

2/1 Right Ahead U C1:G 1 13 - 210 1900 554 37.9% - - - 1.1 18.0 2.6

2/2 Right U C1:G 1 13 - 247 1900 554 44.6% - - - 1.3 19.0 3.0

2/3 Right U C1:G 1 13 - 68 1900 554 12.3% - - - 0.3 17.3 0.8

3/1 A444N (Exit)

Ahead U C1:J 1 28 - 864 1900 1148 75.3% - - - 2.2 9.4 4.9

3/2 A444N (Exit)

Ahead U C1:J 1 28 - 885 1900 1148 77.1% - - - 3.0 12.0 7.8

4/1 St Davids Way Left

O - - - - 203 1900 555 36.6% 203 0 0 0.3 5.1 0.3

4/2+4/3 St Davids

Way Ahead O - - - - 116 1900:1900 477+261

15.7 : 15.7%

232 0 0 0.1 2.9 0.1

5/1 Ahead U - - - - 674 1900 1900 35.5% - - - 0.3 1.5 0.3

5/2 Ahead U - - - - 872 1900 1900 45.9% - - - 0.4 1.7 0.4

5/3 Right U - - - - 181 1900 1900 9.5% - - - 0.1 1.0 0.1

5/4 Right U - - - - 228 1900 1900 12.0% - - - 0.1 1.1 0.1

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 19 - 599 1900 792 75.7% - - - 3.5 21.1 8.2

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 19 - 774 1900:1900 792+201

77.9 : 77.9%

- - - 4.2 19.5 8.8

7/1 Right Ahead U C1:A 1 17 - 529 1900 713 74.2% - - - 3.1 21.3 6.8

7/2 Right U C1:A 1 17 - 395 1900 713 55.4% - - - 2.0 18.2 4.9

7/3 Right U C1:A 1 17 - 112 1900 713 15.7% - - - 0.4 13.7 1.1

Basic Results Summary

8/1 A444 (S)

(Exit) Ahead U C1:E 1 29 - 783 1900 1187 65.9% - - - 2.0 9.1 5.9

8/2 A444 (S)

(Exit) Ahead U C1:E 1 29 - 738 1900 1187 62.1% - - - 1.6 7.7 4.8


SE - - - - - - - - - 68.8% 1940 0 0 9.3 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 879 1900:1900 764+709

51.2 : 68.8%

1758 0 0 0.8 3.2 2.5

2/1 Ahead U - - - - 779 1900 1900 41.0% - - - 0.3 1.6 0.3

2/2 Ahead U - - - - 599 1900 1900 31.5% - - - 0.2 1.4 0.2

2/3 Right U - - - - 300 1900 1900 15.8% - - - 0.1 1.1 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 12 - 446 1900:1900 515+253

58.1 : 58.1%

- - - 2.5 20.3 4.1

3/3 B4113 (North)

Ahead U C2:B 1 12 - 271 1900 515 52.7% - - - 1.7 22.2 3.6

4/1 Ahead U C2:A 1 24 - 284 1900 990 28.7% - - - 0.5 6.6 1.3

4/2 Right Ahead U C2:A 1 24 - 543 1900 990 54.9% - - - 1.1 7.3 2.0

4/3 Right U C2:A 1 24 - 628 1900 990 63.5% - - - 1.2 6.7 2.0

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 149 1900 1187 12.5% - - - 0.1 2.3 0.2

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 198 1900 1187 16.7% - - - 0.1 1.9 0.1

6/1+6/2 St Georges Way Ahead

Left O - - - - 91 1900:1900 259+648

10.0 : 10.0%

182 0 0 0.1 2.6 0.2

7/1 Ahead U - - - - 139 1900 1900 7.3% - - - 0.0 1.0 0.0

7/2 Right Ahead U - - - - 466 1900 1900 24.5% - - - 0.2 1.3 0.2

7/3 Right U - - - - 540 1900 1900 28.4% - - - 0.2 1.3 0.2

7/4 Right U - - - - 566 1900 1900 29.8% - - - 0.2 1.3 0.2

C1 Stream: 1 PRC for Signalled Lanes (%): 15.5 Total Delay for Signalled Lanes (pcuHr): 13.27 Cycle Time (s): 48 C1 Stream: 2 PRC for Signalled Lanes (%): 36.5 Total Delay for Signalled Lanes (pcuHr): 3.56 Cycle Time (s): 48 C1 Stream: 3 PRC for Signalled Lanes (%): 52.4 Total Delay for Signalled Lanes (pcuHr): 6.74 Cycle Time (s): 48 C1 Stream: 4 PRC for Signalled Lanes (%): 16.7 Total Delay for Signalled Lanes (pcuHr): 5.21 Cycle Time (s): 48 C2 Stream: 1 PRC for Signalled Lanes (%): 41.8 Total Delay for Signalled Lanes (pcuHr): 6.98 Cycle Time (s): 48 C2 Stream: 2 PRC for Signalled Lanes (%): 439.8 Total Delay for Signalled Lanes (pcuHr): 0.20 Cycle Time (s): 48 PRC Over All Lanes (%): 15.5 Total Delay Over All Lanes(pcuHr): 39.29

Basic Results Summary Scenario 2: '2015 Base, PM' (FG2: '2015 Base PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram



Arm

J1:1 - A444N

123

1900

475

66.5%

1900

60

66.5%

1900

475

40.2%

Arm J1:2 -

123

1900897

56.8% 1900897

58.7% 1900897

40.6%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

897

53.9

%

1900

897

46.5

%


123

190070520.2%190050432.3%190050433.9%

Arm

J1

:5 -

1 2 3 4

1900

1900

20.0

%

1900

1900

19.9

%

1900

1900

25.6

%

1900

1900

30.6

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

792

49.1

%

1900

792

73.1

%

1900

792

62.3

%

Arm J1:7 - 123

1900

58172.3%

1900

58131.7%

1900

58132.7%

Arm J1:8 - A444 (S) (E

xit)

12 1900

95036.4%

1900950

24.4%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900772

30.9%

1900969

36.0%

Arm J2:2 -

12

31900 190015.0%

1900 190010.9%

1900190015.3%


123

1900

473

51.2%

1900

581

51.2%

1900

581

37.2%A

rm J

2:4

-

123

1900

792

44.2

%

1 900

792

48.0

%

1900

792

3 5.7

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

950

49.2%

1900

950

52.4%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

689

8.4%

1900

609

11.2

%

Arm J2:7 -

12

34

1900

1900

24.3%

1900

1900

41.9%

1900

1900

20.0%

1900

1900

11.3%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 73.1% 2238 0 0 27.7 - -


NW - - - - - - - - - 73.1% 810 0 0 19.2 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 8 - 356 1900:1900 60+475

66.5 : 66.5%

- - - 2.2 21.9 3.8

1/3 A444N Ahead U C1:H 1 8 - 191 1900 475 40.2% - - - 0.9 17.6 1.9

2/1 Right Ahead U C1:G 1 16 - 510 1900 897 56.8% - - - 1.1 7.9 2.4

2/2 Right U C1:G 1 16 - 527 1900 897 58.7% - - - 1.4 9.5 3.1

2/3 Right U C1:G 1 16 - 364 1900 897 40.6% - - - 0.7 7.4 1.6

3/1 A444N (Exit)

Ahead U C1:J 1 16 - 484 1900 897 53.9% - - - 0.9 6.8 1.5

3/2 A444N (Exit)

Ahead U C1:J 1 16 - 417 1900 897 46.5% - - - 1.1 9.5 2.8


O - - - - 142 1900 705 20.2% 142 0 0 0.1 3.2 0.1

4/2+4/3 St Davids

Way Ahead O - - - - 334 1900:1900 504+504

32.3 : 33.9%

668 0 0 0.3 3.5 0.8

5/1 Ahead U - - - - 380 1900 1900 20.0% - - - 0.1 1.2 0.1

5/2 Ahead U - - - - 379 1900 1900 19.9% - - - 0.1 1.2 0.1

5/3 Right U - - - - 486 1900 1900 25.6% - - - 0.2 1.3 0.2

5/4 Right U - - - - 581 1900 1900 30.6% - - - 0.2 1.4 0.2

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 14 - 389 1900 792 49.1% - - - 1.3 12.2 3.3

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 14 - 1072 1900:1900 792+792

73.1 : 62.3%

- - - 3.6 12.1 5.9

7/1 Right Ahead U C1:A 1 10 - 420 1900 581 72.3% - - - 2.4 20.6 4.3

7/2 Right U C1:A 1 10 - 184 1900 581 31.7% - - - 0.7 14.0 1.6

7/3 Right U C1:A 1 10 - 190 1900 581 32.7% - - - 0.8 14.2 1.7


8/1 A444 (S)

(Exit) Ahead U C1:E 1 17 - 346 1900 950 36.4% - - - 0.4 4.1 0.9

8/2 A444 (S)

(Exit) Ahead U C1:E 1 17 - 232 1900 950 24.4% - - - 0.5 8.2 1.4


SE - - - - - - - - - 52.4% 1428 0 0 8.5 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 588 1900:1900 772+969

30.9 : 36.0%

1176 0 0 0.3 1.6 0.3

2/1 Ahead U - - - - 285 1900 1900 15.0% - - - 0.1 1.1 0.1

2/2 Ahead U - - - - 208 1900 1900 10.9% - - - 0.1 1.1 0.1

2/3 Right U - - - - 291 1900 1900 15.3% - - - 0.1 1.1 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 10 - 539 1900:1900 581+473

51.2 : 51.2%

- - - 2.0 13.6 2.9

3/3 B4113 (North)

Ahead U C2:B 1 10 - 216 1900 581 37.2% - - - 0.9 14.7 2.0

4/1 Ahead U C2:A 1 14 - 350 1900 792 44.2% - - - 0.9 8.9 3.3

4/2 Right Ahead U C2:A 1 14 - 380 1900 792 48.0% - - - 1.4 13.6 2.8

4/3 Right U C2:A 1 14 - 283 1900 792 35.7% - - - 0.7 8.4 2.6

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 467 1900 950 49.2% - - - 0.7 5.2 1.0

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 498 1900 950 52.4% - - - 0.7 5.1 1.2


Left O - - - - 126 1900:1900 689+609

8.4 : 11.2%

252 0 0 0.1 1.5 0.1

7/1 Ahead U - - - - 461 1900 1900 24.3% - - - 0.2 1.3 0.2

7/2 Right Ahead U - - - - 796 1900 1900 41.9% - - - 0.4 1.6 0.4

7/3 Right U - - - - 380 1900 1900 20.0% - - - 0.1 1.2 0.1

7/4 Right U - - - - 215 1900 1900 11.3% - - - 0.1 1.1 0.1


Basic Results Summary Scenario 3: '2027 Base, AM' (FG3: '2027 Base AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


J2: Griff Roundabout SEPRC: -3.6 %Total Traffic Delay: 14.1 pcuHrController: 2

Arm

J1:1 - A444N

123

1900

584

50.1%

1900

990

57.9%

1900

990

62.0%

Arm J1:2 -

123

1900515

50.7% 1900515

54.2% 1900515

11.7%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

1148

85.5

%

1900

1148

88.6

%


123

190051345.2%190042525.9%19008925.9%

Arm

J1

:5 -

1 2 3 4

1900

1900

39.8

%

1900

1900

53.1

%

1900

1900

12.0

%

1900

1900

12.6

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

831

85.3

%

1900

831

83.5

%

1900

198

83.5

%

Arm J1:7 - 123

1900

67384.1%

1900

67372.7%

1900

67319.0%

Arm J1:8 - A444 (S) (E

xit)

12 1900

118777.0%

19001187

69.4%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900542

75.1%

1900640

93.3%

Arm J2:2 -

12

31900 190048.1%

1900 190034.8%

1900190018.0%


123

1900

283

60.1%

1900

551

60.1%

1900

554

57.2%A

rm J

2:4

-

123

1900

950

36.0

%

1 900

950

66.8

%

1900

950

7 2.2

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

1187

16.0%

1900

1187

17.4%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

237

12.6

%

1900

585

12.6

%

Arm J2:7 -

12

34

1900

1900

9.5%

1900

1900

27.8%

1900

1900

33.1%

1900

1900

32.5%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 93.3% 2714 0 0 56.0 - -


NW - - - - - - - - - 88.6% 498 0 0 42.0 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 24 - 866 1900:1900 990+584

57.9 : 50.1%

- - - 2.4 10.0 5.7

1/3 A444N Ahead U C1:H 1 24 - 614 1900 990 62.0% - - - 2.2 12.9 6.4

2/1 Right Ahead U C1:G 1 12 - 261 1900 515 50.7% - - - 1.2 16.8 2.9

2/2 Right U C1:G 1 12 - 279 1900 515 54.2% - - - 1.6 21.3 3.9

2/3 Right U C1:G 1 12 - 60 1900 515 11.7% - - - 0.2 12.2 0.6

3/1 A444N (Exit)

Ahead U C1:J 1 28 - 981 1900 1148 85.5% - - - 3.6 13.3 8.1

3/2 A444N (Exit)

Ahead U C1:J 1 28 - 1017 1900 1148 88.6% - - - 5.5 19.4 14.9


O - - - - 232 1900 513 45.2% 232 0 0 0.4 6.4 0.4

4/2+4/3 St Davids

Way Ahead O - - - - 133 1900:1900 425+89

25.9 : 25.9%

266 0 0 0.2 4.9 0.6

5/1 Ahead U - - - - 757 1900 1900 39.8% - - - 0.3 1.6 0.3

5/2 Ahead U - - - - 1009 1900 1900 53.1% - - - 0.6 2.0 0.6

5/3 Right U - - - - 228 1900 1900 12.0% - - - 0.1 1.1 0.1

5/4 Right U - - - - 239 1900 1900 12.6% - - - 0.1 1.1 0.1

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 20 - 709 1900 831 85.3% - - - 5.2 26.2 11.2

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 20 - 859 1900:1900 831+198

83.5 : 83.5%

- - - 5.1 21.6 10.6

7/1 Right Ahead U C1:A 1 16 - 566 1900 673 84.1% - - - 4.6 29.5 9.2

7/2 Right U C1:A 1 16 - 489 1900 673 72.7% - - - 3.0 22.1 6.3

7/3 Right U C1:A 1 16 - 128 1900 673 19.0% - - - 0.5 13.6 1.1


8/1 A444 (S)

(Exit) Ahead U C1:E 1 29 - 914 1900 1187 77.0% - - - 2.8 11.0 9.9

8/2 A444 (S)

(Exit) Ahead U C1:E 1 29 - 824 1900 1187 69.4% - - - 2.3 10.2 8.8


SE - - - - - - - - - 93.3% 2216 0 0 14.1 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 1004 1900:1900 542+640

75.1 : 93.3%

2008 0 0 3.0 10.8 9.7

2/1 Ahead U - - - - 914 1900 1900 48.1% - - - 0.5 1.8 0.5

2/2 Ahead U - - - - 661 1900 1900 34.8% - - - 0.3 1.5 0.3

2/3 Right U - - - - 342 1900 1900 18.0% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 13 - 501 1900:1900 551+283

60.1 : 60.1%

- - - 2.7 19.5 4.5

3/3 B4113 (North)

Ahead U C2:B 1 13 - 317 1900 554 57.2% - - - 1.9 22.0 4.2

4/1 Ahead U C2:A 1 23 - 342 1900 950 36.0% - - - 0.8 8.0 2.0

4/2 Right Ahead U C2:A 1 23 - 635 1900 950 66.8% - - - 1.8 10.1 3.1

4/3 Right U C2:A 1 23 - 686 1900 950 72.2% - - - 1.9 10.2 3.1

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 190 1900 1187 16.0% - - - 0.1 2.2 0.2

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 207 1900 1187 17.4% - - - 0.1 1.9 0.1


Left O - - - - 104 1900:1900 237+585

12.6 : 12.6%

208 0 0 0.1 3.2 0.3

7/1 Ahead U - - - - 180 1900 1900 9.5% - - - 0.1 1.0 0.1

7/2 Right Ahead U - - - - 529 1900 1900 27.8% - - - 0.2 1.3 0.2

7/3 Right U - - - - 629 1900 1900 33.1% - - - 0.2 1.4 0.2

7/4 Right U - - - - 618 1900 1900 32.5% - - - 0.2 1.4 0.2

C1 Stream: 1 PRC for Signalled Lanes (%): 5.5 Total Delay for Signalled Lanes (pcuHr): 18.43 Cycle Time (s): 48 C1 Stream: 2 PRC for Signalled Lanes (%): 16.9 Total Delay for Signalled Lanes (pcuHr): 5.13 Cycle Time (s): 48 C1 Stream: 3 PRC for Signalled Lanes (%): 45.1 Total Delay for Signalled Lanes (pcuHr): 7.67 Cycle Time (s): 48 C1 Stream: 4 PRC for Signalled Lanes (%): 1.6 Total Delay for Signalled Lanes (pcuHr): 9.10 Cycle Time (s): 48 C2 Stream: 1 PRC for Signalled Lanes (%): 24.6 Total Delay for Signalled Lanes (pcuHr): 9.14 Cycle Time (s): 48 C2 Stream: 2 PRC for Signalled Lanes (%): 416.3 Total Delay for Signalled Lanes (pcuHr): 0.23 Cycle Time (s): 48 PRC Over All Lanes (%): -3.6 Total Delay Over All Lanes(pcuHr): 56.02




Arm

J1:1 - A444N

123

1900

422

83.1%

1900

70

83.1%

1900

422

50.9%

Arm J1:2 -

123

1900950

62.7% 1900950

61.7% 1900950

43.8%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

897

62.5

%

1900

897

52.3

%


123

190068423.7%190046540.4%190046541.3%

Arm

J1

:5 -

1 2 3 4

1900

1900

24.4

%

1900

1900

21.3

%

1900

1900

28.4

%

1900

1900

35.7

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

739

64.0

%

1900

739

83.5

%

1900

739

78.2

%

Arm J1:7 - 123

1900

63375.8%

1900

63333.3%

1900

63334.3%

Arm J1:8 - A444 (S) (E

xit)

12 1900

95041.8%

1900950

27.7%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900772

35.4%

1900936

42.6%

Arm J2:2 -

12

31900 190016.8%

1900 190012.8%

1900190017.5%


123

1900

498

55.7%

1900

581

56.7%

1900

581

44.3%A

rm J

2:4

-

123

1900

792

49.1

%

1 900

792

56.5

%

1900

792

4 0.4

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

950

57.8%

1900

950

58.1%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

622

10.6

%

1900

538

14.5

%

Arm J2:7 -

12

34

1900

1900

28.5%

1900

1900

46.5%

1900

1900

23.5%

1900

1900

12.7%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 83.5% 2554 0 0 36.2 - -


NW - - - - - - - - - 83.5% 922 0 0 25.8 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 7 - 409 1900:1900 70+422

83.1 : 83.1%

- - - 3.8 33.6 5.6

1/3 A444N Ahead U C1:H 1 7 - 215 1900 422 50.9% - - - 1.3 20.9 2.4

2/1 Right Ahead U C1:G 1 17 - 596 1900 950 62.7% - - - 1.4 8.6 3.0

2/2 Right U C1:G 1 17 - 586 1900 950 61.7% - - - 1.6 9.7 3.5

2/3 Right U C1:G 1 17 - 416 1900 950 43.8% - - - 0.9 8.0 2.1

3/1 A444N (Exit)

Ahead U C1:J 1 16 - 561 1900 897 62.5% - - - 1.1 7.1 1.7

3/2 A444N (Exit)

Ahead U C1:J 1 16 - 469 1900 897 52.3% - - - 1.4 11.0 3.5


O - - - - 162 1900 684 23.7% 162 0 0 0.2 3.4 0.2

4/2+4/3 St Davids

Way Ahead O - - - - 380 1900:1900 465+465

40.4 : 41.3%

760 0 0 0.5 5.0 1.1

5/1 Ahead U - - - - 463 1900 1900 24.4% - - - 0.2 1.3 0.2

5/2 Ahead U - - - - 405 1900 1900 21.3% - - - 0.1 1.2 0.1

5/3 Right U - - - - 540 1900 1900 28.4% - - - 0.2 1.3 0.2

5/4 Right U - - - - 678 1900 1900 35.7% - - - 0.3 1.5 0.3

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 13 - 473 1900 739 64.0% - - - 2.1 15.7 4.7

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 13 - 1195 1900:1900 739+739

83.5 : 78.2%

- - - 5.3 16.1 7.6

7/1 Right Ahead U C1:A 1 11 - 480 1900 633 75.8% - - - 2.7 20.3 4.9

7/2 Right U C1:A 1 11 - 211 1900 633 33.3% - - - 0.8 13.1 1.8

7/3 Right U C1:A 1 11 - 217 1900 633 34.3% - - - 0.8 13.3 1.9


8/1 A444 (S)

(Exit) Ahead U C1:E 1 17 - 397 1900 950 41.8% - - - 0.5 4.6 0.9

8/2 A444 (S)

(Exit) Ahead U C1:E 1 17 - 263 1900 950 27.7% - - - 0.6 8.7 1.5


SE - - - - - - - - - 58.1% 1632 0 0 10.3 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 672 1900:1900 772+936

35.4 : 42.6%

1344 0 0 0.3 1.7 0.3

2/1 Ahead U - - - - 319 1900 1900 16.8% - - - 0.1 1.1 0.1

2/2 Ahead U - - - - 244 1900 1900 12.8% - - - 0.1 1.1 0.1

2/3 Right U - - - - 333 1900 1900 17.5% - - - 0.1 1.1 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 10 - 606 1900:1900 581+498

56.7 : 55.7%

- - - 2.4 14.2 3.4

3/3 B4113 (North)

Ahead U C2:B 1 10 - 257 1900 581 44.3% - - - 1.1 15.6 2.4

4/1 Ahead U C2:A 1 14 - 389 1900 792 49.1% - - - 1.0 8.9 3.7

4/2 Right Ahead U C2:A 1 14 - 447 1900 792 56.5% - - - 1.8 14.6 3.5

4/3 Right U C2:A 1 14 - 320 1900 792 40.4% - - - 0.7 8.2 2.9

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 549 1900 950 57.8% - - - 0.9 6.0 1.5

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 552 1900 950 58.1% - - - 0.9 5.7 2.8


Left O - - - - 144 1900:1900 622+538

10.6 : 14.5%

288 0 0 0.1 1.8 0.2

7/1 Ahead U - - - - 541 1900 1900 28.5% - - - 0.2 1.3 0.2

7/2 Right Ahead U - - - - 883 1900 1900 46.5% - - - 0.4 1.8 0.4

7/3 Right U - - - - 447 1900 1900 23.5% - - - 0.2 1.2 0.2

7/4 Right U - - - - 242 1900 1900 12.7% - - - 0.1 1.1 0.1


Basic Results Summary Scenario 5: '2027 Base + Development, AM' (FG7: '2027 + Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram



Arm

J1:1 - A444N

123

1900

661

47.8%

1900

990

55.8%

1900

990

64.2%

Arm J1:2 -

123

1900515

47.8% 1900515

60.4% 1900515

21.4%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

1148

85.5

%

1900

1148

89.6

%


123

190051145.4%190041117.8%190041114.6%

Arm

J1

:5 -

1 2 3 4

1900

1900

39.6

%

1900

1900

53.9

%

1900

1900

10.8

%

1900

1900

17.3

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

831

83.6

%

1900

831

80.0

%

1900

326

80.0

%

Arm J1:7 - 123

1900

67385.4%

1900

67373.0%

1900

67321.1%

Arm J1:8 - A444 (S) (E

xit)

12 1900

118776.4%

19001187

72.2%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900556

74.6%

1900629

95.8%

Arm J2:2 -

12

31900 190047.7%

1900 190036.5%

1900190018.6%


123

1900

276

64.2%

1900

551

64.2%

1900

554

59.7%A

rm J

2:4

-

123

1900

950

30.7

%

1 900

950

68.9

%

1900

950

7 5.4

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

1187

17.0%

1900

1187

24.0%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

229

13.1

%

1900

564

13.1

%

Arm J2:7 -

12

34

1900

1900

9.9%

1900

1900

29.5%

1900

1900

34.5%

1900

1900

33.8%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 95.8% 2742 0 0 57.8 - -


NW - - - - - - - - - 89.6% 498 0 0 42.6 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 24 - 868 1900:1900 990+661

55.8 : 47.8%

- - - 2.3 9.7 5.5

1/3 A444N Ahead U C1:H 1 24 - 635 1900 990 64.2% - - - 2.4 13.3 6.9

2/1 Right Ahead U C1:G 1 12 - 246 1900 515 47.8% - - - 1.3 18.6 2.9

2/2 Right U C1:G 1 12 - 311 1900 515 60.4% - - - 1.7 20.2 4.3

2/3 Right U C1:G 1 12 - 110 1900 515 21.4% - - - 0.4 14.4 1.1

3/1 A444N (Exit)

Ahead U C1:J 1 28 - 981 1900 1148 85.5% - - - 3.6 13.3 7.6

3/2 A444N (Exit)

Ahead U C1:J 1 28 - 1028 1900 1148 89.6% - - - 5.8 20.4 16.2


O - - - - 232 1900 511 45.4% 232 0 0 0.4 6.4 0.8

4/2+4/3 St Davids

Way Ahead O - - - - 133 1900:1900 411+411

17.8 : 14.6%

266 0 0 0.1 3.4 0.4

5/1 Ahead U - - - - 752 1900 1900 39.6% - - - 0.3 1.6 0.3

5/2 Ahead U - - - - 1025 1900 1900 53.9% - - - 0.6 2.1 0.6

5/3 Right U - - - - 206 1900 1900 10.8% - - - 0.1 1.1 0.1

5/4 Right U - - - - 328 1900 1900 17.3% - - - 0.1 1.1 0.1

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 20 - 695 1900 831 83.6% - - - 4.8 24.7 10.6

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 20 - 926 1900:1900 831+326

80.0 : 80.0%

- - - 4.8 18.5 9.5

7/1 Right Ahead U C1:A 1 16 - 575 1900 673 85.4% - - - 4.9 31.0 9.7

7/2 Right U C1:A 1 16 - 491 1900 673 73.0% - - - 3.0 22.3 6.3

7/3 Right U C1:A 1 16 - 142 1900 673 21.1% - - - 0.5 13.8 1.3


8/1 A444 (S)

(Exit) Ahead U C1:E 1 29 - 907 1900 1187 76.4% - - - 2.7 10.9 9.6

8/2 A444 (S)

(Exit) Ahead U C1:E 1 29 - 857 1900 1187 72.2% - - - 2.6 11.0 9.5


SE - - - - - - - - - 95.8% 2244 0 0 15.2 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 1018 1900:1900 556+629

74.6 : 95.8%

2036 0 0 3.3 11.6 9.6

2/1 Ahead U - - - - 907 1900 1900 47.7% - - - 0.5 1.8 0.5

2/2 Ahead U - - - - 694 1900 1900 36.5% - - - 0.3 1.5 0.3

2/3 Right U - - - - 353 1900 1900 18.6% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 13 - 531 1900:1900 551+276

64.2 : 64.2%

- - - 3.0 20.3 4.9

3/3 B4113 (North)

Ahead U C2:B 1 13 - 331 1900 554 59.7% - - - 2.1 22.6 4.5

4/1 Ahead U C2:A 1 23 - 292 1900 950 30.7% - - - 0.5 6.8 1.2

4/2 Right Ahead U C2:A 1 23 - 655 1900 950 68.9% - - - 2.0 11.1 3.9

4/3 Right U C2:A 1 23 - 716 1900 950 75.4% - - - 2.2 11.2 3.4

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 202 1900 1187 17.0% - - - 0.2 2.8 0.4

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 285 1900 1187 24.0% - - - 0.2 2.0 0.2


Left O - - - - 104 1900:1900 229+564

13.1 : 13.1%

208 0 0 0.1 3.3 0.3

7/1 Ahead U - - - - 188 1900 1900 9.9% - - - 0.1 1.1 0.1

7/2 Right Ahead U - - - - 561 1900 1900 29.5% - - - 0.2 1.3 0.2

7/3 Right U - - - - 655 1900 1900 34.5% - - - 0.3 1.4 0.3

7/4 Right U - - - - 642 1900 1900 33.8% - - - 0.3 1.4 0.3

C1 Stream: 1 PRC for Signalled Lanes (%): 5.3 Total Delay for Signalled Lanes (pcuHr): 18.07 Cycle Time (s): 48 C1 Stream: 2 PRC for Signalled Lanes (%): 17.8 Total Delay for Signalled Lanes (pcuHr): 5.36 Cycle Time (s): 48 C1 Stream: 3 PRC for Signalled Lanes (%): 40.3 Total Delay for Signalled Lanes (pcuHr): 8.14 Cycle Time (s): 48 C1 Stream: 4 PRC for Signalled Lanes (%): 0.5 Total Delay for Signalled Lanes (pcuHr): 9.47 Cycle Time (s): 48 C2 Stream: 1 PRC for Signalled Lanes (%): 19.4 Total Delay for Signalled Lanes (pcuHr): 9.86 Cycle Time (s): 48 C2 Stream: 2 PRC for Signalled Lanes (%): 275.0 Total Delay for Signalled Lanes (pcuHr): 0.32 Cycle Time (s): 48 PRC Over All Lanes (%): -6.5 Total Delay Over All Lanes(pcuHr): 57.83

Basic Results Summary Scenario 6: '2027 Base + Development, PM' (FG8: '2027 + Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram



Arm

J1:1 - A444N

123

1900

422

89.5%

1900

40

89.5%

1900

422

51.6%

Arm J1:2 -

123

1900950

63.7% 1900950

61.1% 1900950

45.9%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

897

62.7

%

1900

897

54.3

%


123

190068023.8%190045640.6%190045642.7%

Arm

J1

:5 -

1 2 3 4

1900

1900

24.0

%

1900

1900

22.7

%

1900

1900

28.4

%

1900

1900

36.9

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

739

63.1

%

1900

739

84.7

%

1900

739

80.4

%

Arm J1:7 - 123

1900

63375.8%

1900

63336.5%

1900

63335.1%

Arm J1:8 - A444 (S) (E

xit)

12 1900

95043.8%

1900950

30.4%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900766

35.6%

1900917

44.0%

Arm J2:2 -

12

31900 190018.4%

1900 190013.6%

1900190018.6%


123

1900

463

62.4%

1900

581

62.4%

1900

581

49.8%A

rm J

2:4

-

123

1900

792

49.0

%

1 900

792

56.2

%

1900

792

4 0.8

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

950

59.4%

1900

950

59.8%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

612

10.8

%

1900

530

14.7

%

Arm J2:7 -

12

34

1900

1900

29.2%

1900

1900

47.4%

1900

1900

23.4%

1900

1900

12.9%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 89.5% 2564 0 0 39.1 - -


NW - - - - - - - - - 89.5% 922 0 0 28.0 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 7 - 414 1900:1900 40+422

89.5 : 89.5%

- - - 5.2 45.6 7.3

1/3 A444N Ahead U C1:H 1 7 - 218 1900 422 51.6% - - - 1.3 21.1 2.4

2/1 Right Ahead U C1:G 1 17 - 605 1900 950 63.7% - - - 1.5 8.9 3.1

2/2 Right U C1:G 1 17 - 580 1900 950 61.1% - - - 1.6 9.7 3.4

2/3 Right U C1:G 1 17 - 436 1900 950 45.9% - - - 1.0 8.2 2.2

3/1 A444N (Exit)

Ahead U C1:J 1 16 - 563 1900 897 62.7% - - - 1.1 7.2 1.9

3/2 A444N (Exit)

Ahead U C1:J 1 16 - 487 1900 897 54.3% - - - 1.5 11.4 3.9


O - - - - 162 1900 680 23.8% 162 0 0 0.2 3.5 0.2

4/2+4/3 St Davids

Way Ahead O - - - - 380 1900:1900 456+456

40.6 : 42.7%

760 0 0 0.5 5.2 1.2

5/1 Ahead U - - - - 456 1900 1900 24.0% - - - 0.2 1.2 0.2

5/2 Ahead U - - - - 432 1900 1900 22.7% - - - 0.1 1.2 0.1

5/3 Right U - - - - 539 1900 1900 28.4% - - - 0.2 1.3 0.2

5/4 Right U - - - - 702 1900 1900 36.9% - - - 0.3 1.5 0.3

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 13 - 466 1900 739 63.1% - - - 2.0 15.5 4.6

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 13 - 1220 1900:1900 739+739

84.7 : 80.4%

- - - 5.7 16.8 7.9

7/1 Right Ahead U C1:A 1 11 - 480 1900 633 75.8% - - - 2.7 20.3 4.9

7/2 Right U C1:A 1 11 - 231 1900 633 36.5% - - - 0.9 13.4 2.1

7/3 Right U C1:A 1 11 - 222 1900 633 35.1% - - - 0.8 13.4 2.0


8/1 A444 (S)

(Exit) Ahead U C1:E 1 17 - 416 1900 950 43.8% - - - 0.5 4.4 0.8

8/2 A444 (S)

(Exit) Ahead U C1:E 1 17 - 289 1900 950 30.4% - - - 0.7 8.7 1.6


SE - - - - - - - - - 62.4% 1642 0 0 11.0 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 677 1900:1900 766+917

35.6 : 44.0%

1354 0 0 0.3 1.8 0.3

2/1 Ahead U - - - - 349 1900 1900 18.4% - - - 0.1 1.2 0.1

2/2 Ahead U - - - - 259 1900 1900 13.6% - - - 0.1 1.1 0.1

2/3 Right U - - - - 353 1900 1900 18.6% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 10 - 651 1900:1900 581+463

62.4 : 62.4%

- - - 2.7 15.1 3.8

3/3 B4113 (North)

Ahead U C2:B 1 10 - 289 1900 581 49.8% - - - 1.3 16.4 2.8

4/1 Ahead U C2:A 1 14 - 388 1900 792 49.0% - - - 0.9 8.2 3.7

4/2 Right Ahead U C2:A 1 14 - 445 1900 792 56.2% - - - 1.8 14.9 3.4

4/3 Right U C2:A 1 14 - 323 1900 792 40.8% - - - 0.7 8.3 3.0

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 564 1900 950 59.4% - - - 1.0 6.2 1.8

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 568 1900 950 59.8% - - - 0.9 6.0 3.0


Left O - - - - 144 1900:1900 612+530

10.8 : 14.7%

288 0 0 0.1 1.9 0.2

7/1 Ahead U - - - - 554 1900 1900 29.2% - - - 0.2 1.3 0.2

7/2 Right Ahead U - - - - 900 1900 1900 47.4% - - - 0.4 1.8 0.4

7/3 Right U - - - - 445 1900 1900 23.4% - - - 0.2 1.2 0.2

7/4 Right U - - - - 245 1900 1900 12.9% - - - 0.1 1.1 0.1


Basic Results Summary Scenario 7: '2031 Base, AM' (FG9: '2031 Base AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

J1: Griff Roundabout NWPRC: -1.2 %Total Traffic Delay: 46.9 pcuHrController: 1


Arm

J1:1 - A444N

123

1900

583

52.0%

1900

990

60.0%

1900

990

63.5%

Arm J1:2 -

123

1900515

51.7% 1900515

56.0% 1900515

12.2%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

1148

88.2

%

1900

1148

91.1

%


123

190050347.5%190041226.2%190010726.2%

Arm

J1

:5 -

1 2 3 4

1900

1900

40.9

%

1900

1900

54.8

%

1900

1900

11.9

%

1900

1900

13.4

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

831

87.3

%

1900

831

85.2

%

1900

213

85.2

%

Arm J1:7 - 123

1900

67386.9%

1900

67374.6%

1900

67319.6%

Arm J1:8 - A444 (S) (E

xit)

12 1900

118779.1%

19001187

71.7%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900554

76.2%

1900623

98.3%

Arm J2:2 -

12

31900 190049.4%

1900 190036.0%

1900190018.6%


123

1900

284

61.7%

1900

551

61.7%

1900

554

59.5%A

rm J

2:4

-

123

1900

950

36.9

%

1 900

950

68.8

%

1900

950

7 4.4

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

1187

16.3%

1900

1187

18.0%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

225

13.3

%

1900

571

13.3

%

Arm J2:7 -

12

34

1900

1900

9.6%

1900

1900

28.7%

1900

1900

34.3%

1900

1900

33.4%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 98.3% 2791 0 0 62.5 - -


NW - - - - - - - - - 91.1% 511 0 0 46.9 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 24 - 897 1900:1900 990+583

60.0 : 52.0%

- - - 2.5 10.2 6.1

1/3 A444N Ahead U C1:H 1 24 - 628 1900 990 63.5% - - - 2.3 13.2 6.8

2/1 Right Ahead U C1:G 1 12 - 266 1900 515 51.7% - - - 1.3 17.6 3.0

2/2 Right U C1:G 1 12 - 288 1900 515 56.0% - - - 1.7 21.2 4.0

2/3 Right U C1:G 1 12 - 63 1900 515 12.2% - - - 0.2 12.7 0.7

3/1 A444N (Exit)

Ahead U C1:J 1 28 - 1013 1900 1148 88.2% - - - 4.4 15.7 9.4

3/2 A444N (Exit)

Ahead U C1:J 1 28 - 1046 1900 1148 91.1% - - - 6.6 22.8 16.9


O - - - - 239 1900 503 47.5% 239 0 0 0.5 6.8 0.8

4/2+4/3 St Davids

Way Ahead O - - - - 136 1900:1900 412+107

26.2 : 26.2%

272 0 0 0.2 5.0 0.6

5/1 Ahead U - - - - 778 1900 1900 40.9% - - - 0.3 1.6 0.3

5/2 Ahead U - - - - 1042 1900 1900 54.8% - - - 0.6 2.1 0.6

5/3 Right U - - - - 227 1900 1900 11.9% - - - 0.1 1.1 0.1

5/4 Right U - - - - 254 1900 1900 13.4% - - - 0.1 1.1 0.1

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 20 - 726 1900 831 87.3% - - - 5.7 28.4 11.9

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 20 - 889 1900:1900 831+213

85.2 : 85.2%

- - - 5.6 22.6 11.2

7/1 Right Ahead U C1:A 1 16 - 585 1900 673 86.9% - - - 5.3 32.8 10.2

7/2 Right U C1:A 1 16 - 502 1900 673 74.6% - - - 3.3 23.4 6.8

7/3 Right U C1:A 1 16 - 132 1900 673 19.6% - - - 0.5 14.1 1.2


8/1 A444 (S)

(Exit) Ahead U C1:E 1 29 - 939 1900 1187 79.1% - - - 3.1 11.8 10.5

8/2 A444 (S)

(Exit) Ahead U C1:E 1 29 - 852 1900 1187 71.7% - - - 2.6 10.8 9.4


SE - - - - - - - - - 98.3% 2280 0 0 15.6 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 1034 1900:1900 554+623

76.2 : 98.3%

2068 0 0 3.9 13.7 11.1

2/1 Ahead U - - - - 939 1900 1900 49.4% - - - 0.5 1.9 0.5

2/2 Ahead U - - - - 684 1900 1900 36.0% - - - 0.3 1.5 0.3

2/3 Right U - - - - 353 1900 1900 18.6% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 13 - 515 1900:1900 551+284

61.7 : 61.7%

- - - 2.8 19.8 4.7

3/3 B4113 (North)

Ahead U C2:B 1 13 - 330 1900 554 59.5% - - - 2.1 22.6 4.5

4/1 Ahead U C2:A 1 23 - 351 1900 950 36.9% - - - 0.8 8.0 2.0

4/2 Right Ahead U C2:A 1 23 - 654 1900 950 68.8% - - - 1.9 10.4 3.3

4/3 Right U C2:A 1 23 - 707 1900 950 74.4% - - - 2.1 10.9 3.3

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 194 1900 1187 16.3% - - - 0.1 2.3 0.2

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 214 1900 1187 18.0% - - - 0.1 1.9 0.1


Left O - - - - 106 1900:1900 225+571

13.3 : 13.3%

212 0 0 0.1 3.4 0.3

7/1 Ahead U - - - - 183 1900 1900 9.6% - - - 0.1 1.0 0.1

7/2 Right Ahead U - - - - 546 1900 1900 28.7% - - - 0.2 1.3 0.2

7/3 Right U - - - - 651 1900 1900 34.3% - - - 0.3 1.4 0.3

7/4 Right U - - - - 634 1900 1900 33.4% - - - 0.3 1.4 0.3

C1 Stream: 1 PRC for Signalled Lanes (%): 3.0 Total Delay for Signalled Lanes (pcuHr): 20.42 Cycle Time (s): 48 C1 Stream: 2 PRC for Signalled Lanes (%): 13.8 Total Delay for Signalled Lanes (pcuHr): 5.63 Cycle Time (s): 48 C1 Stream: 3 PRC for Signalled Lanes (%): 41.8 Total Delay for Signalled Lanes (pcuHr): 8.06 Cycle Time (s): 48 C1 Stream: 4 PRC for Signalled Lanes (%): -1.2 Total Delay for Signalled Lanes (pcuHr): 11.02 Cycle Time (s): 48 C2 Stream: 1 PRC for Signalled Lanes (%): 20.9 Total Delay for Signalled Lanes (pcuHr): 9.72 Cycle Time (s): 48 C2 Stream: 2 PRC for Signalled Lanes (%): 399.4 Total Delay for Signalled Lanes (pcuHr): 0.24 Cycle Time (s): 48 PRC Over All Lanes (%): -9.2 Total Delay Over All Lanes(pcuHr): 62.50




Arm

J1:1 - A444N

123

1900

422

86.7%

1900

66

86.7%

1900

422

52.3%

Arm J1:2 -

123

1900950

65.1% 1900950

63.3% 1900950

45.3%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

897

64.3

%

1900

897

53.9

%


123

190067924.6%190045542.6%190045543.7%

Arm

J1

:5 -

1 2 3 4

1900

1900

25.5

%

1900

1900

21.6

%

1900

1900

28.9

%

1900

1900

37.2

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

739

67.0

%

1900

739

84.5

%

1900

739

81.3

%

Arm J1:7 - 123

1900

63378.0%

1900

63334.3%

1900

63335.4%

Arm J1:8 - A444 (S) (E

xit)

12 1900

95042.5%

1900950

29.1%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900770

36.5%

1900929

44.4%

Arm J2:2 -

12

31900 190017.2%

1900 190013.4%

1900190018.0%


123

1900

499

57.0%

1900

581

58.0%

1900

581

46.0%A

rm J

2:4

-

123

1900

792

51.0

%

1 900

792

58.0

%

1900

792

4 1.6

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

950

59.7%

1900

950

59.9%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

603

11.3

%

1900

521

15.4

%

Arm J2:7 -

12

34

1900

1900

29.5%

1900

1900

47.9%

1900

1900

24.2%

1900

1900

13.1%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 86.7% 2635 0 0 39.0 - -


NW - - - - - - - - - 86.7% 953 0 0 28.1 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 7 - 423 1900:1900 66+422

86.7 : 86.7%

- - - 4.5 38.6 6.4

1/3 A444N Ahead U C1:H 1 7 - 221 1900 422 52.3% - - - 1.3 21.2 2.4

2/1 Right Ahead U C1:G 1 17 - 618 1900 950 65.1% - - - 1.6 9.1 3.3

2/2 Right U C1:G 1 17 - 601 1900 950 63.3% - - - 1.7 10.0 3.6

2/3 Right U C1:G 1 17 - 430 1900 950 45.3% - - - 1.0 8.3 2.2

3/1 A444N (Exit)

Ahead U C1:J 1 16 - 577 1900 897 64.3% - - - 1.2 7.4 1.8

3/2 A444N (Exit)

Ahead U C1:J 1 16 - 484 1900 897 53.9% - - - 1.5 11.3 3.9


O - - - - 167 1900 679 24.6% 167 0 0 0.2 3.5 0.2

4/2+4/3 St Davids

Way Ahead O - - - - 393 1900:1900 455+455

42.6 : 43.7%

786 0 0 0.6 5.4 1.2

5/1 Ahead U - - - - 484 1900 1900 25.5% - - - 0.2 1.3 0.2

5/2 Ahead U - - - - 410 1900 1900 21.6% - - - 0.1 1.2 0.1

5/3 Right U - - - - 549 1900 1900 28.9% - - - 0.2 1.3 0.2

5/4 Right U - - - - 707 1900 1900 37.2% - - - 0.3 1.5 0.3

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 13 - 495 1900 739 67.0% - - - 2.3 16.4 5.0

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 13 - 1225 1900:1900 739+739

84.5 : 81.3%

- - - 5.8 16.9 7.9

7/1 Right Ahead U C1:A 1 11 - 494 1900 633 78.0% - - - 3.0 21.6 5.2

7/2 Right U C1:A 1 11 - 217 1900 633 34.3% - - - 0.8 13.2 1.9

7/3 Right U C1:A 1 11 - 224 1900 633 35.4% - - - 0.8 13.5 2.0


8/1 A444 (S)

(Exit) Ahead U C1:E 1 17 - 404 1900 950 42.5% - - - 0.5 4.6 1.0

8/2 A444 (S)

(Exit) Ahead U C1:E 1 17 - 276 1900 950 29.1% - - - 0.7 8.7 1.6


SE - - - - - - - - - 59.9% 1682 0 0 10.8 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 693 1900:1900 770+929

36.5 : 44.4%

1386 0 0 0.3 1.8 0.3

2/1 Ahead U - - - - 326 1900 1900 17.2% - - - 0.1 1.1 0.1

2/2 Ahead U - - - - 254 1900 1900 13.4% - - - 0.1 1.1 0.1

2/3 Right U - - - - 342 1900 1900 18.0% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 10 - 621 1900:1900 581+499

58.0 : 57.0%

- - - 2.5 14.3 3.5

3/3 B4113 (North)

Ahead U C2:B 1 10 - 267 1900 581 46.0% - - - 1.2 15.8 2.6

4/1 Ahead U C2:A 1 14 - 404 1900 792 51.0% - - - 1.0 9.1 3.9

4/2 Right Ahead U C2:A 1 14 - 459 1900 792 58.0% - - - 1.9 14.8 3.6

4/3 Right U C2:A 1 14 - 329 1900 792 41.6% - - - 0.8 8.3 3.0

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 567 1900 950 59.7% - - - 1.0 6.1 1.8

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 569 1900 950 59.9% - - - 0.9 6.0 2.9


Left O - - - - 148 1900:1900 603+521

11.3 : 15.4%

296 0 0 0.1 2.0 0.2

7/1 Ahead U - - - - 561 1900 1900 29.5% - - - 0.2 1.3 0.2

7/2 Right Ahead U - - - - 911 1900 1900 47.9% - - - 0.5 1.8 0.5

7/3 Right U - - - - 459 1900 1900 24.2% - - - 0.2 1.2 0.2

7/4 Right U - - - - 249 1900 1900 13.1% - - - 0.1 1.1 0.1


Basic Results Summary Scenario 9: '2031 Base + Development AM' (FG11: '2031 + Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

J1: Griff Roundabout NWPRC: -1.5 %Total Traffic Delay: 49.2 pcuHrController: 1


Arm

J1:1 - A444N

123

1900

636

51.3%

1900

990

59.6%

1900

990

63.9%

Arm J1:2 -

123

1900515

56.7% 1900515

59.8% 1900515

16.3%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

1148

88.9

%

1900

1148

91.3

%


123

190050147.7%190039721.2%190024621.2%

Arm

J1

:5 -

1 2 3 4

1900

1900

41.7

%

1900

1900

54.6

%

1900

1900

13.3

%

1900

1900

15.6

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

831

87.6

%

1900

831

86.5

%

1900

256

86.5

%

Arm J1:7 - 123

1900

67388.9%

1900

67374.2%

1900

67321.7%

Arm J1:8 - A444 (S) (E

xit)

12 1900

118780.2%

19001187

72.8%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900601

72.4%

1900612100.1%

Arm J2:2 -

12

31900 190050.1%

1900 190036.7%

1900190019.2%


123

1900

280

64.9%

1900

551

64.9%

1900

554

63.0%A

rm J

2:4

-

123

1900

950

34.7

%

1 900

950

70.5

%

1900

950

7 4.9

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

1187

20.4%

1900

1187

21.6%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

217

13.8

%

1900

550

13.8

%

Arm J2:7 -

12

34

1900

1900

12.2%

1900

1900

29.8%

1900

1900

35.2%

1900

1900

33.6%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 100.1% 2817 0 0 65.6 - -


NW - - - - - - - - - 91.3% 511 0 0 49.2 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 24 - 916 1900:1900 990+636

59.6 : 51.3%

- - - 2.6 10.1 6.1

1/3 A444N Ahead U C1:H 1 24 - 632 1900 990 63.9% - - - 2.3 13.3 6.8

2/1 Right Ahead U C1:G 1 12 - 292 1900 515 56.7% - - - 1.5 19.0 3.5

2/2 Right U C1:G 1 12 - 308 1900 515 59.8% - - - 1.8 21.0 4.3

2/3 Right U C1:G 1 12 - 84 1900 515 16.3% - - - 0.3 14.4 0.9

3/1 A444N (Exit)

Ahead U C1:J 1 28 - 1021 1900 1148 88.9% - - - 4.7 16.4 9.6

3/2 A444N (Exit)

Ahead U C1:J 1 28 - 1049 1900 1148 91.3% - - - 6.7 23.1 17.0


O - - - - 239 1900 501 47.7% 239 0 0 0.5 6.8 0.7

4/2+4/3 St Davids

Way Ahead O - - - - 136 1900:1900 397+246

21.2 : 21.2%

272 0 0 0.2 4.0 0.5

5/1 Ahead U - - - - 793 1900 1900 41.7% - - - 0.4 1.6 0.4

5/2 Ahead U - - - - 1038 1900 1900 54.6% - - - 0.6 2.1 0.6

5/3 Right U - - - - 252 1900 1900 13.3% - - - 0.1 1.1 0.1

5/4 Right U - - - - 296 1900 1900 15.6% - - - 0.1 1.1 0.1

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 20 - 728 1900 831 87.6% - - - 5.8 28.7 12.0

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 20 - 940 1900:1900 831+256

86.5 : 86.5%

- - - 6.0 23.1 11.7

7/1 Right Ahead U C1:A 1 16 - 598 1900 673 88.9% - - - 6.0 35.8 11.1

7/2 Right U C1:A 1 16 - 500 1900 673 74.2% - - - 3.2 23.1 6.7

7/3 Right U C1:A 1 16 - 146 1900 673 21.7% - - - 0.6 14.2 1.4


8/1 A444 (S)

(Exit) Ahead U C1:E 1 29 - 952 1900 1187 80.2% - - - 3.3 12.3 10.7

8/2 A444 (S)

(Exit) Ahead U C1:E 1 29 - 865 1900 1187 72.8% - - - 2.7 11.2 9.6


SE - - - - - - - - - 100.1% 2306 0 0 16.4 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 1048 1900:1900 601+612

72.4 : 100.1%

2094 0 0 4.0 13.8 20.7

2/1 Ahead U - - - - 952 1900 1900 50.1% - - - 0.5 1.9 0.5

2/2 Ahead U - - - - 697 1900 1900 36.7% - - - 0.3 1.5 0.3

2/3 Right U - - - - 364 1900 1900 19.2% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 13 - 540 1900:1900 551+280

64.9 : 64.9%

- - - 3.1 20.5 5.0

3/3 B4113 (North)

Ahead U C2:B 1 13 - 349 1900 554 63.0% - - - 2.3 23.5 4.8

4/1 Ahead U C2:A 1 23 - 330 1900 950 34.7% - - - 0.7 7.5 1.7

4/2 Right Ahead U C2:A 1 23 - 670 1900 950 70.5% - - - 2.1 11.1 3.6

4/3 Right U C2:A 1 23 - 712 1900 950 74.9% - - - 2.2 11.0 3.4

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 242 1900 1187 20.4% - - - 0.2 2.7 0.4

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 29 - 256 1900 1187 21.6% - - - 0.1 2.0 0.2


Left O - - - - 106 1900:1900 217+550

13.8 : 13.8%

212 0 0 0.1 3.5 0.3

7/1 Ahead U - - - - 232 1900 1900 12.2% - - - 0.1 1.1 0.1

7/2 Right Ahead U - - - - 566 1900 1900 29.8% - - - 0.2 1.3 0.2

7/3 Right U - - - - 668 1900 1900 35.2% - - - 0.3 1.5 0.3

7/4 Right U - - - - 638 1900 1900 33.6% - - - 0.3 1.4 0.3

C1 Stream: 1 PRC for Signalled Lanes (%): 1.3 Total Delay for Signalled Lanes (pcuHr): 21.58 Cycle Time (s): 48 C1 Stream: 2 PRC for Signalled Lanes (%): 12.3 Total Delay for Signalled Lanes (pcuHr): 5.95 Cycle Time (s): 48 C1 Stream: 3 PRC for Signalled Lanes (%): 40.9 Total Delay for Signalled Lanes (pcuHr): 8.56 Cycle Time (s): 48 C1 Stream: 4 PRC for Signalled Lanes (%): -1.5 Total Delay for Signalled Lanes (pcuHr): 11.39 Cycle Time (s): 48 C2 Stream: 1 PRC for Signalled Lanes (%): 20.1 Total Delay for Signalled Lanes (pcuHr): 10.27 Cycle Time (s): 48 C2 Stream: 2 PRC for Signalled Lanes (%): 317.5 Total Delay for Signalled Lanes (pcuHr): 0.32 Cycle Time (s): 48 PRC Over All Lanes (%): -11.3 Total Delay Over All Lanes(pcuHr): 65.63

Basic Results Summary Scenario 10: '2031 Base + Development PM' (FG12: '2031 + Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram



Arm

J1:1 - A444N

123

1900

422

89.1%

1900

58

89.1%

1900

422

53.1%

Arm J1:2 -

123

1900950

66.0% 1900950

63.8% 1900950

46.2%

Arm

J1:

3 -

A44

4N (

Exi

t)

1 2

1900

897

65.5

%

1900

897

54.9

%


123

190067524.7%190044842.6%190044845.0%

Arm

J1

:5 -

1 2 3 4

1900

1900

25.9

%

1900

1900

22.2

%

1900

1900

29.5

%

1900

1900

37.8

%

Arm

J1:

6 -

A44

4 S

outh

(E

ntry

)

1 2 3

1900

739

68.1

%

1900

739

85.0

%

1900

739

82.2

%

Arm J1:7 - 123

1900

63378.0%

1900

63337.4%

1900

63336.2%

Arm J1:8 - A444 (S) (E

xit)

12 1900

95045.2%

1900950

31.2%

Arm

J1:9 -

1 2InfInf

0.0%

InfInf0.0

%

Arm J1:10 -

1

Inf

Inf

0.0%

Arm J1

:11

-

12

Inf In

f0.0%

Inf In

f0.0%


12

1900765

36.7%

1900910

45.8%

Arm J2:2 -

12

31900 190018.7%

1900 190014.2%

1900190019.1%


123

1900

466

63.6%

1900

581

63.6%

1900

581

51.7%A

rm J

2:4

-

123

1900

792

50.1

%

1 900

792

58.5

%

1900

792

4 1.9

%

Arm J2:5 - B4113 (N) (Exit)

12

1900

950

61.2%

1900

950

61.7%

Arm

J2:

6 -

St G

eorg

es W

ay12

1900

595

11.4

%

1900

513

15.6

%

Arm J2:7 -

12

34

1900

1900

30.2%

1900

1900

48.5%

1900

1900

24.4%

1900

1900

13.3%

Arm

J2

:8 -

12In

fIn

f0.

0%

Inf

Inf

0.0

%

Arm J2:9 -

12

InfInf0.0%

InfInf0.0%

Arm J2

:10 -

1

Inf

Inf

0.0%

A

B

C

D

E

F



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




(Existing) - - - - - - - - - 89.1% 2645 0 0 41.1 - -


NW - - - - - - - - - 89.1% 953 0 0 29.5 - -

1/2+1/1 A444N Ahead

Left U C1:H 1 7 - 428 1900:1900 58+422

89.1 : 89.1%

- - - 5.2 43.4 7.1

1/3 A444N Ahead U C1:H 1 7 - 224 1900 422 53.1% - - - 1.3 21.4 2.5

2/1 Right Ahead U C1:G 1 17 - 627 1900 950 66.0% - - - 1.6 9.2 3.3

2/2 Right U C1:G 1 17 - 606 1900 950 63.8% - - - 1.7 10.1 3.7

2/3 Right U C1:G 1 17 - 439 1900 950 46.2% - - - 1.0 8.4 2.3

3/1 A444N (Exit)

Ahead U C1:J 1 16 - 588 1900 897 65.5% - - - 1.2 7.6 2.0

3/2 A444N (Exit)

Ahead U C1:J 1 16 - 493 1900 897 54.9% - - - 1.6 11.7 4.0


O - - - - 167 1900 675 24.7% 167 0 0 0.2 3.5 0.2

4/2+4/3 St Davids

Way Ahead O - - - - 393 1900:1900 448+448

42.6 : 45.0%

786 0 0 0.6 5.5 1.2

5/1 Ahead U - - - - 492 1900 1900 25.9% - - - 0.2 1.3 0.2

5/2 Ahead U - - - - 422 1900 1900 22.2% - - - 0.1 1.2 0.1

5/3 Right U - - - - 561 1900 1900 29.5% - - - 0.2 1.3 0.2

5/4 Right U - - - - 718 1900 1900 37.8% - - - 0.3 1.5 0.3

6/1 A444 South

(Entry) Ahead Left

U C1:B 1 13 - 503 1900 739 68.1% - - - 2.3 16.7 5.1

6/2+6/3 A444 South

(Entry) Ahead U C1:B 1 13 - 1235 1900:1900 739+739

85.0 : 82.2%

- - - 5.9 17.2 8.1

7/1 Right Ahead U C1:A 1 11 - 494 1900 633 78.0% - - - 3.0 21.5 5.2

7/2 Right U C1:A 1 11 - 237 1900 633 37.4% - - - 0.9 13.5 2.1

7/3 Right U C1:A 1 11 - 229 1900 633 36.2% - - - 0.9 13.5 2.0


8/1 A444 (S)

(Exit) Ahead U C1:E 1 17 - 429 1900 950 45.2% - - - 0.6 4.6 1.0

8/2 A444 (S)

(Exit) Ahead U C1:E 1 17 - 296 1900 950 31.2% - - - 0.7 8.6 1.7


SE - - - - - - - - - 63.6% 1692 0 0 11.6 - -

1/1+1/2 B4113 (South)

Ahead Left O - - - - 698 1900:1900 765+910

36.7 : 45.8%

1396 0 0 0.4 1.8 0.4

2/1 Ahead U - - - - 355 1900 1900 18.7% - - - 0.1 1.2 0.1

2/2 Ahead U - - - - 270 1900 1900 14.2% - - - 0.1 1.1 0.1

2/3 Right U - - - - 362 1900 1900 19.1% - - - 0.1 1.2 0.1

3/2+3/1 B4113 (North)

Ahead Left U C2:B 1 10 - 665 1900:1900 581+466

63.6 : 63.6%

- - - 2.8 15.3 4.0

3/3 B4113 (North)

Ahead U C2:B 1 10 - 300 1900 581 51.7% - - - 1.4 16.7 2.9

4/1 Ahead U C2:A 1 14 - 397 1900 792 50.1% - - - 1.0 8.8 3.8

4/2 Right Ahead U C2:A 1 14 - 463 1900 792 58.5% - - - 1.9 14.9 3.6

4/3 Right U C2:A 1 14 - 332 1900 792 41.9% - - - 0.8 8.4 3.1

5/1 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 581 1900 950 61.2% - - - 1.0 6.4 1.9

5/2 B4113 (N)

(Exit) Ahead U C2:E 1 17 - 586 1900 950 61.7% - - - 1.0 6.3 3.4


Left O - - - - 148 1900:1900 595+513

11.4 : 15.6%

296 0 0 0.1 2.0 0.2

7/1 Ahead U - - - - 574 1900 1900 30.2% - - - 0.2 1.4 0.2

7/2 Right Ahead U - - - - 922 1900 1900 48.5% - - - 0.5 1.8 0.5

7/3 Right U - - - - 463 1900 1900 24.4% - - - 0.2 1.3 0.2

7/4 Right U - - - - 252 1900 1900 13.3% - - - 0.1 1.1 0.1


R01-SG-Transport Assessment V4apps.nuneatonandbedworth.gov.uk/BT_NBBC_Planning/planning/docu… ·...

Documents

Transcript of R01-SG-Transport Assessment V4apps.nuneatonandbedworth.gov.uk/BT_NBBC_Planning/planning/docu… ·...