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Full Input Data And Results User and Project Details

Project: 218029 Beamhill Road, Burton-On-Trent

Title: 2012 AM Peak - Base

Location: Beamhill Road/Tutbury Road/Harehedge Lane

File name: 2012 AM Peak - Base.lsg3x

Author: Jon Wilkinson

Company: Waterman-Boreham

Address: 49 Stoney Stree, The Lace Market, Nottingham

Notes:

Junction Layout Diagram

Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2

Arm 3 - Harehedge Lane

1 1

Arm 4 - Beamhill Road

11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11

Arm 7 - Beamhill Road Exit

1 1

Arm 8 - Harehedge Lane Exit

11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data

Phase Name Phase Type Assoc. Phase Street Min Cont Min

A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8

Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage

Stage No. Phases in Stage

1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays

Term. Stage Start Stage Phase Type Value Cont value

There are no Phase Delays defined

Prohibited Stage Changes

To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8


Give-Way Link Input Data

Junction: Unnamed Junction

Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.

Right Turn Storage (PCU)

Non-Blocking Storage (PCU)

RTF Right Turn Move up (s)

Max Turns in Intergreen

(PCU)

1/1 (A511 Tutbury Road (Southbound))

7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00

2/2 (A511 Tutbury Road (Northbound))

8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00

3/1 (Harehedge Lane)

5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.

Physical Length (PCU)

Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane

Turns Turning Radius

(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf

5/1 (A511 Northbound Exit)

U 2 3 60.0 Inf - - - - - -

6/1 (A511 Southbound Exit)

U 2 3 60.0 Inf - - - - - -

7/1 (Beamhill Road Exit)

U 2 3 60.0 Inf - - - - - -

8/1 (Harehedge Lane Exit)

U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups

Flow Group Start Time End Time Duration Formula

1: '2012 AM Peak' 08:00 09:00 01:00

Link Traffic Flows

Lane Scenario 1: Scenario 1


1/1 484

2/1 348

2/2 135

3/1 311

4/1 190

5/1 340

6/1 720

7/1 157

8/1 251

FG1: '2012 AM Peak'

Lane Saturation Flows


Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)

1/1 (A511 Tutbury Road (Southbound)

Lane 1) This lane uses a directly entered Saturation Flow 1850 1850

2/1 (A511 Tutbury Road (Northbound)





3.20 0.00 Y

Arm 5 Right Inf 16.7 %

1935 1935 Arm 6 Left Inf 62.1 %

Arm 7 Ahead

Inf 21.2 %

4/1 (Beamhill Road)

3.00 0.00 Y

Arm 5 Left Inf 11.6 %

1915 1915 Arm 6 Right Inf 49.5 %

Arm 8 Ahead

Inf 38.9 %

Scenario 1: 'Scenario 1' (FG1: '2012 AM Peak', Plan 1: 'Staging Plan No. 1')

Staging Plan Diagram

A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8

Change Point 0 43 52 74

Signal Timings Diagram

0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results

Item Lane Description Lane Type

Controller Stream

Position In Filtered Route

Full Phase Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2012 AM Peak - Base

- - N/A - - - - - - - - 94.6%

Unnamed Junction

- - N/A - - - - - - - - 94.6%

1/1 A511 Tutbury Road

(Southbound) Ahead Right Left

O N/A N/A B 1 35 - 484 1850 512 94.6%

2/1 A511 Tutbury Road (Northbound) Ahead

Left U N/A N/A A 1 44 - 348 1700 850 40.9%

2/2 A511 Tutbury Road (Northbound) Right

O N/A N/A A C 1 44 4 135 1700 382 35.3%

3/1 Harehedge Lane Right Left Ahead

O N/A N/A E 1 15 - 311 1935 334 93.1%

4/1 Beamhill Road Left

Right Ahead O N/A N/A D 1 15 - 190 1915 299 63.5%

Item Arriving (pcu) Leaving (pcu)

Turners In Gaps (pcu)

Turners When Unopposed (pcu)

Turners In Intergreen (pcu)

Uniform Delay (pcuHr)

Rand + Oversat Delay (pcuHr)

Storage Area Uniform Delay (pcuHr)

Total Delay (pcuHr)

Av. Delay Per PCU (s/pcu)

Max. Back of Uniform Queue (pcu)

Rand + Oversat Queue (pcu)

Mean Max Queue (pcu)


- - 230 45 15 10.8 12.3 0.2 23.3 - - - -

Unnamed Junction

- - 230 45 15 10.8 12.3 0.2 23.3 - - - -

1/1 484 484 9 0 0 4.0 6.1 0.0 10.1 75.3 11.8 6.1 17.9

2/1 348 348 - - - 1.4 0.3 - 1.7 17.7 5.4 0.3 5.8

2/2 135 135 87 45 3 0.5 0.3 0.1 0.9 22.9 1.8 0.3 2.1

3/1 311 311 42 0 10 3.1 4.8 0.0 7.9 91.9 7.6 4.8 12.4

4/1 190 190 92 0 2 1.8 0.9 0.0 2.7 50.6 4.3 0.9 5.2

C1 PRC for Signalled Lanes (%): -5.1 Total Delay for Signalled Lanes (pcuHr): 23.30 Cycle Time (s): 90 PRC Over All Lanes (%): -5.1 Total Delay Over All Lanes(pcuHr): 23.30

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpi"(drive-on-the-left) at 15:40:51 on Monday, 5 December 2011

RUN INFORMATION *************** RUN TITLE : 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 LOCATION : DATE : 06/10/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :

MAJOR/MINOR JUNCTION CAPACITY AND DELAY *************************************** INPUT DATA ---------- MINOR ROAD (ARM D) I I I I I I MAJOR ROAD (ARM C) --------------------- MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B) ARM A IS Rolleston Road (South) ARM B IS Harehedge Lane ARM C IS Rolleston Road (North) ARM D IS Bitham Lane

STREAM LABELLING CONVENTION --------------------------- STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C ETC.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.00 M. I ( W ) 6.50 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I (WA-D) 2.20 M. I I - VISIBILITY I (VC-B)100.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I YES I YES I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 41.0 M. I (VD-A) 33.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 42.0 M. I (VD-C) 33.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 4.90 M. I 5.40 M. I I WIDTH AT 10 M FROM JUNCTION I 2.80 M. I 2.40 M. I I WIDTH AT 15 M FROM JUNCTION I 2.60 M. I 3.00 M. I I WIDTH AT 20 M FROM JUNCTION I 2.50 M. I 3.00 M. I I - LENGTH OF FLARED SECTION I 1 VEHS I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

* Due to the presence of a flare, data is not available

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 4 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------

TRAFFIC DEMAND DATA ------------------- ----------------------- I ARM I FLOW SCALE(%) I ----------------------- I A I 100 I I B I 100 I I C I 100 I I D I 100 I -----------------------

Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 AM TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 2.55 I 3.82 I 2.55 I I ARM B I 15.00 I 45.00 I 75.00 I 2.33 I 3.49 I 2.33 I I ARM C I 15.00 I 45.00 I 75.00 I 2.91 I 4.37 I 2.91 I I ARM D I 15.00 I 45.00 I 75.00 I 5.04 I 7.56 I 5.04 I ------------------------------------------------------------------------------------

Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 AM -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.098 I 0.348 I 0.554 I I I I 0.0 I 20.0 I 71.0 I 113.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.097 I 0.000 I 0.301 I 0.602 I I I I 18.0 I 0.0 I 56.0 I 112.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.768 I 0.094 I 0.000 I 0.137 I I I I 179.0 I 22.0 I 0.0 I 32.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.596 I 0.350 I 0.055 I 0.000 I I I I 240.0 I 141.0 I 22.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 5 -------------------------------------------------------------------------------- QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 AM AND FOR TIME PERIOD 1

------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I B-C 0.70 9.96 0.071 0.00 0.08 1.1 0.11 I I B-AD 1.63 7.77 0.210 0.00 0.26 3.8 0.16 I I A-BCD 1.59 10.29 0.155 0.00 0.20 3.0 0.11 I I A-B 0.21 I I A-C 0.75 I I D-A 3.01 9.55 0.315 0.00 0.45 6.5 0.15 I I D-BC 2.05 7.40 0.277 0.00 0.38 5.3 0.19 I I C-ABD 0.36 11.53 0.031 0.00 0.04 0.6 0.09 I I C-D 0.39 I I C-A 2.18 I I I

------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 6 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I B-C 0.84 9.65 0.087 0.13 0.10 1.5 0.11 I I B-AD 1.95 7.57 0.257 0.48 0.35 5.5 0.18 I I A-BCD 1.95 10.24 0.191 0.37 0.27 4.0 0.12 I I A-B 0.24 I I A-C 0.86 I I D-A 3.60 8.97 0.401 1.19 0.68 10.8 0.19 I I D-BC 2.44 7.01 0.349 0.88 0.55 8.6 0.22 I I C-ABD 0.45 11.72 0.038 0.07 0.05 0.8 0.09 I I C-D 0.46 I I C-A 2.58 I I I

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------------------------------------------------------------------------------------------------------------------*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR

QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.1 08.30 0.1 08.45 0.1 09.00 0.1 09.15 0.1

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.3 08.15 0.3 08.30 0.5 08.45 0.5 09.00 0.4 09.15 0.3

QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.3 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.2

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.5 08.15 0.7 * 08.30 1.2 * 08.45 1.2 * 09.00 0.7 * 09.15 0.5

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.4 08.15 0.5 * 08.30 0.9 * 08.45 0.9 * 09.00 0.5 * 09.15 0.4

QUEUE FOR STREAM C-ABD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.1 08.30 0.1 08.45 0.1 09.00 0.1 09.15 0.0

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 77.1 I 51.4 I 8.8 I 0.11 I 8.8 I 0.11 I I B-AD I 178.9 I 119.3 I 32.4 I 0.18 I 32.4 I 0.18 I I A-BCD I 180.8 I 120.6 I 25.3 I 0.14 I 25.3 I 0.14 I I A-B I 22.0 I 14.6 I I I I I I A-C I 78.0 I 52.0 I I I I I I D-A I 330.3 I 220.2 I 68.0 I 0.21 I 68.0 I 0.21 I I D-BC I 224.4 I 149.6 I 52.8 I 0.24 I 52.8 I 0.24 I I C-ABD I 41.6 I 27.7 I 5.0 I 0.12 I 5.0 I 0.12 I I C-D I 42.3 I 28.2 I I I I I I C-A I 236.8 I 157.9 I I I I I --------------------------------------------------------------------------- I ALL I 1412.2 I 941.5 I 192.3 I 0.14 I 192.3 I 0.14 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI

I STREAM A-C STREAM A-B STREAM A-D

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 10 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 PM TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 11 -------------------------------------------------------------------------------- Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 PM -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.026 I 0.401 I 0.573 I I I I 0.0 I 11.0 I 171.0 I 244.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.159 I 0.000 I 0.017 I 0.824 I I I I 28.0 I 0.0 I 3.0 I 145.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.711 I 0.148 I 0.000 I 0.141 I I I I 91.0 I 19.0 I 0.0 I 18.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.245 I 0.651 I 0.104 I 0.000 I I I I 80.0 I 213.0 I 34.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2012 PM AND FOR TIME PERIOD 2


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.4 17.15 0.5 * 17.30 0.8 * 17.45 0.8 * 18.00 0.5 * 18.15 0.4

QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.6 * 17.15 0.9 * 17.30 1.4 * 17.45 1.4 * 18.00 0.9 * 18.15 0.6 *

QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.1 17.15 0.2 17.30 0.4 17.45 0.4 18.00 0.2 18.15 0.1

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.8 * 17.15 1.2 * 17.30 2.6 *** 17.45 2.8 *** 18.00 1.3 * 18.15 0.8 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2012 Base.vpo - Page 14 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 4.1 I 2.8 I 0.5 I 0.13 I 0.5 I 0.13 I I B-AD I 238.1 I 158.7 I 50.0 I 0.21 I 50.0 I 0.21 I I A-BCD I 449.2 I 299.4 I 88.1 I 0.20 I 88.1 I 0.20 I I A-B I 8.3 I 5.5 I I I I I I A-C I 128.9 I 85.9 I I I I I I D-A I 110.1 I 73.4 I 21.5 I 0.19 I 21.5 I 0.20 I I D-BC I 340.0 I 226.7 I 137.5 I 0.40 I 137.5 I 0.40 I I C-ABD I 31.5 I 21.0 I 4.3 I 0.14 I 4.3 I 0.14 I I C-D I 23.9 I 15.9 I I I I I I C-A I 120.8 I 80.5 I I I I I --------------------------------------------------------------------------- I ALL I 1454.9 I 969.9 I 301.8 I 0.21 I 301.9 I 0.21 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 09:55:59 on 21/12/2011]




Title: 2012 PM Peak - Base


File name: 2012 PM Peak - Base.lsg3x




Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2012 PM Peak' 17:00 18:00 01:00

Link Traffic Flows



1/1 315

2/1 560

2/2 153

3/1 201

4/1 165

5/1 509

6/1 438

7/1 174

8/1 273

FG1: '2012 PM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 48.8 %

Arm 7 Ahead

Inf 33.8 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 43.6 %

Arm 8 Ahead

Inf 48.5 %

Scenario 1: 'Scenario 1' (FG1: '2012 PM Peak', Plan 1: 'Staging Plan No. 1')


A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2012 PM Peak - Base

- - N/A - - - - - - - - 78.8%

Unnamed Junction

- - N/A - - - - - - - - 78.8%



O N/A N/A B 1 39 - 315 1850 409 77.0%


Left U N/A N/A A 1 48 - 560 1700 926 60.5%


O N/A N/A A C 1 48 4 153 1700 583 26.2%


O N/A N/A E 1 11 - 201 1935 255 78.8%










Total Delay (pcuHr)






- - 240 12 16 8.8 5.6 0.1 14.5 - - - -

Unnamed Junction

- - 240 12 16 8.8 5.6 0.1 14.5 - - - -

1/1 315 315 7 0 0 2.4 1.6 0.0 4.1 46.5 7.3 1.6 9.0

2/1 560 560 - - - 2.2 0.8 - 2.9 18.8 9.5 0.8 10.3

2/2 153 153 138 12 3 0.4 0.2 0.1 0.7 16.1 1.9 0.2 2.1

3/1 201 201 31 0 4 2.1 1.7 0.0 3.9 69.1 4.9 1.7 6.6

4/1 165 165 64 0 8 1.7 1.3 0.0 3.0 65.3 3.9 1.3 5.2

C1 PRC for Signalled Lanes (%): 14.3 Total Delay for Signalled Lanes (pcuHr): 14.53 Cycle Time (s): 90 PRC Over All Lanes (%): 14.3 Total Delay Over All Lanes(pcuHr): 14.53










Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2014 AM Peak' 08:00 09:00 01:00

Link Traffic Flows



1/1 488

2/1 352

2/2 136

3/1 315

4/1 192

5/1 344

6/1 727

7/1 159

8/1 253

FG1: '2014 AM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 61.9 %

Arm 7 Ahead

Inf 21.3 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 49.5 %

Arm 8 Ahead

Inf 39.1 %



A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 99.4%

Unnamed Junction

- - N/A - - - - - - - - 99.4%



O N/A N/A B 1 35 - 488 1850 491 99.4%


Left U N/A N/A A 1 44 - 352 1700 850 41.4%


O N/A N/A A C 1 44 4 136 1700 398 34.1%


O N/A N/A E 1 15 - 315 1935 333 94.5%










Total Delay (pcuHr)






- - 233 44 16 11.0 17.2 0.2 28.4 - - - -

Unnamed Junction

- - 233 44 16 11.0 17.2 0.2 28.4 - - - -

1/1 488 488 8 0 1 4.2 10.3 0.0 14.5 107.0 12.1 10.3 22.4

2/1 352 352 - - - 1.4 0.4 - 1.7 17.8 5.5 0.4 5.8

2/2 136 136 89 44 3 0.5 0.3 0.1 0.8 22.2 1.8 0.3 2.1

3/1 315 315 43 0 10 3.2 5.4 0.0 8.6 98.6 7.7 5.4 13.1

4/1 192 192 93 0 2 1.8 0.9 0.0 2.7 51.0 4.4 0.9 5.3





Title: 2014 AM Peak - Base + Dev


File name: 2014 AM Peak - Base + Dev.lsg3x




Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2014 AM Peak + Dev' 08:00 09:00 01:00

Link Traffic Flows



1/1 492

2/1 389

2/2 136

3/1 320

4/1 242

5/1 371

6/1 762

7/1 182

8/1 264

FG1: '2014 AM Peak + Dev'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 60.9 %

Arm 7 Ahead

Inf 22.5 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 53.7 %

Arm 8 Ahead

Inf 35.5 %

Scenario 1: 'Scenario 1' (FG1: '2014 AM Peak + Dev', Plan 1: 'Staging Plan No. 1')


A

B1 Min: 7

8 36s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 14sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 36 4 14 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 36

0

25 : 4

44

3 7 : 14

53

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2014 AM Peak - Base + Dev

- - N/A - - - - - - - - 100.2%

Unnamed Junction

- - N/A - - - - - - - - 100.2%



O N/A N/A B 1 36 - 492 1850 491 100.2%


Left U N/A N/A A 1 45 - 389 1700 869 44.8%


O N/A N/A A C 1 45 4 136 1700 414 32.8%


O N/A N/A E 1 14 - 320 1935 321 99.8%










Total Delay (pcuHr)






- - 246 44 42 12.0 23.8 0.2 36.0 - - - -

Unnamed Junction

- - 246 44 42 12.0 23.8 0.2 36.0 - - - -

1/1 492 491 12 0 1 4.3 11.3 0.0 15.6 114.1 12.3 11.3 23.6

2/1 389 389 - - - 1.5 0.4 - 1.9 17.7 6.2 0.4 6.6

2/2 136 136 89 44 3 0.4 0.2 0.1 0.8 21.3 1.8 0.2 2.0

3/1 320 320 40 0 13 3.3 8.8 0.0 12.2 136.7 7.9 8.8 16.7

4/1 242 242 105 0 25 2.4 3.0 0.1 5.5 81.7 5.8 3.0 8.8




Project: T218029 Beamhill Road

Title: 2014 AM Peak - Base + Dev + Imp

Location: A511 Tutbury Road / Beamhill Road / Harehedge Lane Junction

File name: 2014 AM Peak - Base + Dev + Imp.lsg3x

Author: Carl Hicks

Company: Waterman Boreham Ltd

Address: Halifax House, Halifax Place, The Lace Market, Nottingham, NG1 1QN

Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

511

Tu

tbu

ry R

oad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)

1/1 (A511 Tutbury Road (North))

6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00

3/1 (A511 Tutbury Road (South))

8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf


U A 2 3 60.0 Geom - 3.00 0.00 N Arm 7 Ahead

Inf


O A 2 3 60.0 Geom - 3.00 0.00 Y Arm 8 Right

Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf


U B 2 3 60.0 Geom - 3.00 0.00 N Arm 5 Ahead

Inf


O B 2 3 60.0 Geom - 3.00 0.00 Y Arm 6 Right

Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups


1: '2014 Base + Dev + Imp' 08:00 09:00 01:00


Link Traffic Flows



1/1 42

1/2 437

1/3 13

2/1 195

2/2 125

3/1 97

3/2 292

3/3 136

4/1 26

4/2 216

5/1 371

6/1 264

7/1 762

8/1 182


FG1: '2014 Base + Dev + Imp'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 57.6 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 39.8 % 2055 2055


5/1 (A511 Tutbury Road (North) Lane

1) Infinite Saturation Flow Inf Inf

6/1 (Harehedge Lane Lane 1)

Infinite Saturation Flow Inf Inf

7/1 (A511 Tutbury Road (South) Lane


8/1 (Beamhill Road Lane 1)


Scenario 1: 'Scenario 1' (FG1: '2014 Base + Dev + Imp', Plan 1: 'Staging Plan No. 1')

Staging Plan Diagram A

B

1 Min: 7

8 55s

C

D

2 Min: 7

7 37s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 55 37 5

Change Point 0 63 107



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 55

0

2 7 : 37

63

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

69

66.0

%

95

945

.6%

46

22.8

%


1

2

614 31.7%

515 24.3%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

69

9

95

9

35

3


1

2

6394.1%

47945.1%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results

Item Lane Description

Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2014 AM Peak - Base + Dev + Imp

- - N/A - - - - - - - - 45.6%

Unnamed Junction

- - N/A - - - - - - - - 45.6%

1/1 A511 Tutbury Road (North)

Left O N/A N/A - - - - 42 1965 696 6.0%


Ahead U N/A N/A A 1 55 - 437 2055 959 45.6%


Right O N/A N/A A 1 55 - 13 1915 462 2.8%

2/1 Harehedge Lane Left

U N/A N/A C 1 37 - 195 1940 614 31.7%

2/2 Harehedge Lane Right

Ahead O N/A N/A C 1 37 - 125 2080 515 24.3%

3/1 A511 Tutbury Road (South)

Left O N/A N/A - - - - 97 1965 699 13.9%


Ahead U N/A N/A B 1 55 - 292 2055 959 30.4%


Right O N/A N/A B 1 55 - 136 1915 353 38.5%

4/1 Beamhill Road

Left O N/A N/A - - - - 26 1965 639 4.1%

4/2 Beamhill Road Ahead Right

O N/A N/A D 1 37 - 216 2055 479 45.1%


U N/A N/A - - - - 371 Inf Inf 0.0%

6/1 Harehedge

Lane U N/A N/A - - - - 264 Inf Inf 0.0%



U N/A N/A - - - - 762 Inf Inf 0.0%

8/1 Beamhill Road U N/A N/A - - - - 182 Inf Inf 0.0%








Total Delay (pcuHr)






- - 393 101 3 9.8 1.9 0.5 12.2 - - - -

Unnamed Junction

- - 393 101 3 9.8 1.9 0.5 12.2 - - - -

1/1 42 42 13 29 0 0.0 0.0 - 0.0 2.8 0.0 0.0 0.0

1/2 437 437 - - - 2.6 0.4 - 3.0 25.1 9.8 0.4 10.3

1/3 13 13 13 0 0 0.1 0.0 0.0 0.1 27.8 0.2 0.0 0.2

2/1 195 195 - - - 1.7 0.2 - 1.9 35.4 4.9 0.2 5.2

2/2 125 125 52 0 1 1.0 0.2 0.0 1.2 34.7 3.0 0.2 3.2

3/1 97 97 31 66 0 0.0 0.1 - 0.1 3.0 0.0 0.1 0.1

3/2 292 292 - - - 1.6 0.2 - 1.8 22.6 6.0 0.2 6.2

3/3 136 136 136 0 0 0.8 0.3 0.4 1.5 40.5 3.3 0.3 3.6

4/1 26 26 20 6 0 0.0 0.0 - 0.0 2.9 0.0 0.0 0.0

4/2 216 216 128 0 2 1.9 0.4 0.1 2.4 40.7 5.8 0.4 6.2

5/1 371 371 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 264 264 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 762 762 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 182 182 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpi"(drive-on-the-left) at 08:23:21 on Tuesday, 6 December 2011

RUN INFORMATION *************** RUN TITLE : 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units LOCATION : DATE : 06/10/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.00 M. I ( W ) 6.50 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I (WA-D) 2.20 M. I I - VISIBILITY I (VC-B)100.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I YES I YES I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 41.0 M. I (VD-A) 33.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 42.0 M. I (VD-C) 33.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 4.90 M. I 5.40 M. I I WIDTH AT 10 M FROM JUNCTION I 2.80 M. I 2.40 M. I I WIDTH AT 15 M FROM JUNCTION I 2.60 M. I 3.00 M. I I WIDTH AT 20 M FROM JUNCTION I 2.50 M. I 3.00 M. I I - LENGTH OF FLARED SECTION I 1 VEHS I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 4 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units A TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units A -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.096 I 0.349 I 0.555 I I I I 0.0 I 20.0 I 73.0 I 116.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.090 I 0.000 I 0.289 I 0.622 I I I I 18.0 I 0.0 I 58.0 I 125.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.766 I 0.096 I 0.000 I 0.138 I I I I 183.0 I 23.0 I 0.0 I 33.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.590 I 0.357 I 0.053 I 0.000 I I I I 245.0 I 148.0 I 22.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 5 -------------------------------------------------------------------------------- QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units A AND FOR TIME PERIOD 1


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 6 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I B-C 0.87 9.48 0.092 0.13 0.10 1.6 0.12 I I B-AD 2.14 7.54 0.284 0.56 0.40 6.3 0.19 I I A-BCD 2.01 10.20 0.197 0.39 0.28 4.2 0.12 I I A-B 0.24 I I A-C 0.88 I I D-A 3.67 8.81 0.417 1.33 0.73 11.6 0.20 I I D-BC 2.55 6.95 0.367 0.99 0.59 9.4 0.23 I I C-ABD 0.47 11.73 0.040 0.08 0.06 0.9 0.09 I I C-D 0.48 I I C-A 2.64 I I I

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QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.5 08.15 0.7 * 08.30 1.3 * 08.45 1.3 * 09.00 0.7 * 09.15 0.5



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 79.8 I 53.2 I 9.4 I 0.12 I 9.4 I 0.12 I I B-AD I 196.8 I 131.2 I 37.3 I 0.19 I 37.3 I 0.19 I I A-BCD I 186.4 I 124.3 I 26.5 I 0.14 I 26.5 I 0.14 I I A-B I 21.8 I 14.5 I I I I I I A-C I 79.5 I 53.0 I I I I I I D-A I 337.2 I 224.8 I 73.8 I 0.22 I 73.8 I 0.22 I I D-BC I 234.0 I 156.0 I 57.9 I 0.25 I 57.9 I 0.25 I I C-ABD I 43.8 I 29.2 I 5.4 I 0.12 I 5.4 I 0.12 I I C-D I 43.6 I 29.0 I I I I I I C-A I 241.6 I 161.1 I I I I I --------------------------------------------------------------------------- I ALL I 1464.5 I 976.3 I 210.2 I 0.14 I 210.2 I 0.14 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 10 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units P TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 11 -------------------------------------------------------------------------------- Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units P -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.025 I 0.402 I 0.573 I I I I 0.0 I 11.0 I 174.0 I 248.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.157 I 0.000 I 0.016 I 0.827 I I I I 29.0 I 0.0 I 3.0 I 153.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.710 I 0.145 I 0.000 I 0.145 I I I I 93.0 I 19.0 I 0.0 I 19.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.240 I 0.657 I 0.103 I 0.000 I I I I 82.0 I 224.0 I 35.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2014 + Dev 120 Units P AND FOR TIME PERIOD 2


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 12 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I B-C 0.06 7.11 0.008 0.01 0.01 0.1 0.14 I I B-AD 3.34 7.15 0.467 0.56 0.85 12.1 0.26 I I A-BCD 6.45 11.59 0.556 0.90 1.49 22.5 0.19 I I A-B 0.09 I I A-C 1.41 I I D-A 1.50 4.51 0.333 0.21 0.48 6.8 0.33 I I D-BC 4.75 5.95 0.799 1.36 3.25 40.9 0.70 I I C-ABD 0.44 9.98 0.044 0.05 0.06 1.0 0.10 I I C-D 0.33 I I C-A 1.63 I I I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0


QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.6 * 17.15 0.9 * 17.30 1.5 * 17.45 1.5 ** 18.00 0.9 * 18.15 0.6 *

QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.1 17.15 0.2 17.30 0.5 17.45 0.5 * 18.00 0.2 18.15 0.1

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.8 * 17.15 1.4 * 17.30 3.2 *** 17.45 3.6 **** 18.00 1.5 ** 18.15 0.9 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base + Dev 120 Units.vpo - Page 14 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 4.1 I 2.8 I 0.5 I 0.13 I 0.5 I 0.13 I I B-AD I 250.5 I 167.0 I 54.8 I 0.22 I 54.8 I 0.22 I I A-BCD I 459.3 I 306.2 I 92.3 I 0.20 I 92.3 I 0.20 I I A-B I 8.1 I 5.4 I I I I I I A-C I 128.6 I 85.7 I I I I I I D-A I 112.9 I 75.2 I 25.5 I 0.23 I 25.5 I 0.23 I I D-BC I 356.5 I 237.7 I 163.4 I 0.46 I 163.4 I 0.46 I I C-ABD I 31.7 I 21.1 I 4.3 I 0.14 I 4.3 I 0.14 I I C-D I 25.2 I 16.8 I I I I I I C-A I 123.4 I 82.3 I I I I I --------------------------------------------------------------------------- I ALL I 1500.3 I 1000.2 I 340.8 I 0.23 I 340.9 I 0.23 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 09:56:39 on 21/12/2011]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2014 Base.vpi"(drive-on-the-left) at 08:20:53 on Tuesday, 6 December 2011






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------------------------------------------------------------------------------------------------------------------


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QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.3 08.15 0.4 08.30 0.5 08.45 0.5 * 09.00 0.4 09.15 0.3


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2014 Base.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.5 08.15 0.7 * 08.30 1.3 * 08.45 1.3 * 09.00 0.7 * 09.15 0.5






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Printed at 09:57:11 on 21/12/2011]










Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2014 PM Peak' 17:00 18:00 01:00

Link Traffic Flows



1/1 318

2/1 566

2/2 155

3/1 203

4/1 167

5/1 514

6/1 443

7/1 176

8/1 276

FG1: '2014 PM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 48.8 %

Arm 7 Ahead

Inf 34.0 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 43.7 %

Arm 8 Ahead

Inf 48.5 %



A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 79.4%

Unnamed Junction

- - N/A - - - - - - - - 79.4%



O N/A N/A B 1 39 - 318 1850 409 77.8%


Left U N/A N/A A 1 48 - 566 1700 926 61.2%


O N/A N/A A C 1 48 4 155 1700 583 26.6%


O N/A N/A E 1 11 - 203 1935 256 79.4%










Total Delay (pcuHr)






- - 241 12 17 9.0 5.8 0.1 14.9 - - - -

Unnamed Junction

- - 241 12 17 9.0 5.8 0.1 14.9 - - - -

1/1 318 318 7 0 0 2.5 1.7 0.0 4.2 47.1 7.4 1.7 9.1

2/1 566 566 - - - 2.2 0.8 - 3.0 19.0 9.6 0.8 10.4

2/2 155 155 140 12 3 0.4 0.2 0.1 0.7 16.2 1.9 0.2 2.1

3/1 203 203 30 0 5 2.1 1.8 0.0 3.9 70.0 4.9 1.8 6.7

4/1 167 167 64 0 9 1.7 1.3 0.0 3.1 66.3 3.9 1.3 5.3





Title: 2014 PM Peak - Base + Dev


File name: 2014 PM Peak - Base + Dev.lsg3x




Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2014 PM Peak + Dev' 17:00 18:00 01:00

Link Traffic Flows



1/1 324

2/1 593

2/2 155

3/1 211

4/1 192

5/1 515

6/1 461

7/1 217

8/1 282

FG1: '2014 PM Peak + Dev'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 46.9 %

Arm 7 Ahead

Inf 36.5 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 47.4 %

Arm 8 Ahead

Inf 45.3 %

Scenario 1: 'Scenario 1' (FG1: '2014 PM Peak + Dev', Plan 1: 'Staging Plan No. 1')


A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2014 PM Peak - Base + Dev

- - N/A - - - - - - - - 88.1%

Unnamed Junction

- - N/A - - - - - - - - 88.1%



O N/A N/A B 1 39 - 324 1850 368 88.1%


Left U N/A N/A A 1 48 - 593 1700 926 64.1%


O N/A N/A A C 1 48 4 155 1700 558 27.8%


O N/A N/A E 1 11 - 211 1935 258 81.8%










Total Delay (pcuHr)






- - 220 40 34 9.7 9.3 0.2 19.2 - - - -

Unnamed Junction

- - 220 40 34 9.7 9.3 0.2 19.2 - - - -

1/1 324 324 13 0 0 2.7 3.2 0.0 5.9 65.7 7.8 3.2 11.1

2/1 593 593 - - - 2.4 0.9 - 3.2 19.7 10.2 0.9 11.1

2/2 155 155 112 40 3 0.4 0.2 0.1 0.7 16.5 1.9 0.2 2.1

3/1 211 211 30 0 5 2.2 2.1 0.0 4.3 73.3 5.1 2.1 7.2

4/1 192 192 66 0 25 2.0 3.0 0.1 5.0 94.5 4.6 3.0 7.6





Title: 2014 PM Peak - Base + Dev + Imp


File name: 2014 PM Peak - Base + Dev + Imp.lsg3x

Author: Carl Hicks



Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

51

1 T

utb

ury

Ro

ad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00


8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf



Inf



Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf



Inf



Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups


1: '2014 PM Peak - Base + Dev + Imp' 17:00 18:00 01:00


Link Traffic Flows



1/1 40

1/2 271

1/3 13

2/1 99

2/2 112

3/1 127

3/2 466

3/3 155

4/1 14

4/2 178

5/1 515

6/1 282

7/1 461

8/1 217


FG1: '2014 PM Peak - Base + Dev + Imp'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 68.8 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 48.9 % 2055 2055










Scenario 1: 'Scenario 1' (FG1: '2014 PM Peak - Base + Dev + Imp', Plan 1: 'Staging Plan No. 1')


B

1 Min: 7

8 61s

C

D

2 Min: 7

7 31s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 61 31 5




0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 61

0

2 7 : 31

69

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

69

65.7

%

10

6225

.5%

39

43.3

%


1

2

517 19.1%

448 25.0%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

69

8

10

62

54

6


1

2

6052.3%

40144.4%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results


Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: 2014 PM Peak - Base + Dev + Imp

- - N/A - - - - - - - - 44.4%

Unnamed Junction

- - N/A - - - - - - - - 44.4%


Left O N/A N/A - - - - 40 1965 696 5.7%


Ahead U N/A N/A A 1 61 - 271 2055 1062 25.5%


Right O N/A N/A A 1 61 - 13 1915 394 3.3%


U N/A N/A C 1 31 - 99 1940 517 19.1%


Ahead O N/A N/A C 1 31 - 112 2080 448 25.0%


Left O N/A N/A - - - - 127 1965 698 18.2%


Ahead U N/A N/A B 1 61 - 466 2055 1062 43.9%


Right O N/A N/A B 1 61 - 155 1915 546 28.4%

4/1 Beamhill Road

Left O N/A N/A - - - - 14 1965 605 2.3%


O N/A N/A D 1 31 - 178 2055 401 44.4%


U N/A N/A - - - - 515 Inf Inf 0.0%

6/1 Harehedge




U N/A N/A - - - - 461 Inf Inf 0.0%









Total Delay (pcuHr)






- - 347 126 2 8.1 1.6 0.3 10.1 - - - -

Unnamed Junction

- - 347 126 2 8.1 1.6 0.3 10.1 - - - -

1/1 40 40 11 29 0 0.0 0.0 - 0.0 2.7 0.0 0.0 0.0

1/2 271 271 - - - 1.2 0.2 - 1.4 18.4 5.0 0.2 5.1

1/3 13 13 13 0 0 0.1 0.0 0.0 0.1 28.5 0.2 0.0 0.2

2/1 99 99 - - - 0.9 0.1 - 1.1 38.3 2.5 0.1 2.6

2/2 112 112 34 0 1 1.1 0.2 0.0 1.2 39.7 2.9 0.2 3.1

3/1 127 127 34 93 0 0.0 0.1 - 0.1 3.1 0.0 0.1 0.1

3/2 466 466 - - - 2.3 0.4 - 2.7 21.1 9.7 0.4 10.1

3/3 155 155 155 0 0 0.7 0.2 0.2 1.1 26.2 3.1 0.2 3.3

4/1 14 14 11 3 0 0.0 0.0 - 0.0 3.0 0.0 0.0 0.0

4/2 178 178 89 0 2 1.8 0.4 0.1 2.3 45.9 5.0 0.4 5.4

5/1 515 515 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 282 282 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 461 461 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 217 217 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2016 AM Peak' 08:00 09:00 01:00

Link Traffic Flows



1/1 718

2/1 471

2/2 53

3/1 259

4/1 680

5/1 418

6/1 1107

7/1 338

8/1 318

FG1: '2016 AM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 19.3 %

Arm 7 Ahead

Inf 53.3 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 63.5 %

Arm 8 Ahead

Inf 29.3 %



A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 337.0%

Unnamed Junction

- - N/A - - - - - - - - 337.0%



O N/A N/A B 1 35 - 718 1850 388 184.9%


Left U N/A N/A A 1 44 - 471 1700 850 55.4%


O N/A N/A A C 1 44 4 53 1700 478 11.1%


O N/A N/A E 1 15 - 259 1935 340 76.2%










Total Delay (pcuHr)






- - 197 14 56 55.8 407.9 0.2 464.0 - - - -

Unnamed Junction

- - 197 14 56 55.8 407.9 0.2 464.0 - - - -

1/1 718 388 13 0 2 19.9 165.9 0.0 185.8 931.7 26.2 165.9 192.1

2/1 471 471 - - - 2.0 0.6 - 2.7 20.3 8.1 0.6 8.7

2/2 53 53 38 14 1 0.2 0.1 0.0 0.3 17.6 0.7 0.1 0.7

3/1 259 259 69 0 2 2.5 1.5 0.0 4.1 56.9 6.1 1.5 7.7

4/1 680 202 77 0 51 31.2 239.8 0.2 271.2 1435.5 38.5 239.8 278.3











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2016 AM Peak + Dev' 08:00 09:00 01:00

Link Traffic Flows



1/1 696

2/1 580

2/2 51

3/1 286

4/1 922

5/1 441

6/1 1175

7/1 515

8/1 404




Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 11.2 %

Arm 7 Ahead

Inf 64.0 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 62.5 %

Arm 8 Ahead

Inf 29.5 %



A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 563.9%

Unnamed Junction

- - N/A - - - - - - - - 563.9%



O N/A N/A B 1 35 - 696 1850 265 262.6%


Left U N/A N/A A 1 44 - 580 1700 850 68.2%


O N/A N/A A C 1 44 4 51 1700 574 8.9%


O N/A N/A E 1 15 - 286 1935 344 83.1%










Total Delay (pcuHr)






- - 172 10 60 80.3 599.6 0.3 680.1 - - - -

Unnamed Junction

- - 172 10 60 80.3 599.6 0.3 680.1 - - - -

1/1 696 265 14 0 4 26.1 216.3 0.1 242.4 1254.0 32.3 216.3 248.6

2/1 580 580 - - - 2.8 1.1 - 3.8 23.7 11.0 1.1 12.0

2/2 51 51 40 10 1 0.2 0.0 0.0 0.2 15.9 0.7 0.0 0.7

3/1 286 286 66 0 5 2.8 2.3 0.0 5.1 64.7 6.8 2.3 9.1

4/1 922 164 52 0 50 48.5 379.9 0.2 428.5 1673.1 57.6 379.9 437.5








Author: Carl Hicks



Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

511

Tu

tbu

ry R

oad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00


8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf



Inf



Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf



Inf



Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups


1: '2016 Base + Dev + Imp' 08:00 09:00 01:00


Link Traffic Flows



1/1 81

1/2 567

1/3 48

2/1 32

2/2 254

3/1 284

3/2 296

3/3 51

4/1 74

4/2 848

5/1 441

6/1 404

7/1 1175

8/1 515





Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 72.0 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 32.1 % 2055 2055












B

1 Min: 7

8 37s

C

D

2 Min: 7

7 55s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 37 55 5




0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 37

0

2 7 : 55

45

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

67

811

.9%

65

187

.1%

26

518

.1%


1

2

905 3.5%

789 32.2%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

67

5

65

1

91


1

2

63411.7%

583145.4%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results


Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 145.4%

Unnamed Junction

- - N/A - - - - - - - - 145.4%


Left O N/A N/A - - - - 81 1965 678 11.9%


Ahead U N/A N/A A 1 37 - 567 2055 651 87.1%


Right O N/A N/A A 1 37 - 48 1915 265 18.1%


U N/A N/A C 1 55 - 32 1940 905 3.5%


Ahead O N/A N/A C 1 55 - 254 2080 789 32.2%


Left O N/A N/A - - - - 284 1965 675 42.0%


Ahead U N/A N/A B 1 37 - 296 2055 651 45.5%


Right O N/A N/A B 1 37 - 51 1915 91 56.1%

4/1 Beamhill Road

Left O N/A N/A - - - - 74 1965 634 11.7%


O N/A N/A D 1 55 - 848 2055 583 145.4%


U N/A N/A - - - - 441 Inf Inf 0.0%

6/1 Harehedge




U N/A N/A - - - - 1175 Inf Inf 0.0%









Total Delay (pcuHr)






- - 746 211 48 37.1 139.0 1.0 177.1 - - - -

Unnamed Junction

- - 746 211 48 37.1 139.0 1.0 177.1 - - - -

1/1 81 81 38 43 0 0.0 0.1 - 0.1 3.0 0.0 0.1 0.1

1/2 567 567 - - - 6.1 3.1 - 9.2 58.7 17.8 3.1 20.9

1/3 48 48 48 0 0 0.4 0.1 0.2 0.6 48.4 1.1 0.1 1.2

2/1 32 32 - - - 0.2 0.0 - 0.2 19.4 0.6 0.0 0.6

2/2 254 254 70 0 1 1.4 0.2 0.0 1.6 23.0 5.1 0.2 5.3

3/1 284 284 133 151 0 0.0 0.4 - 0.4 4.6 0.0 0.4 0.4

3/2 296 296 - - - 2.7 0.4 - 3.1 37.8 7.8 0.4 8.2

3/3 51 51 45 0 6 0.4 0.6 0.4 1.4 100.9 1.2 0.6 1.8

4/1 74 74 58 16 0 0.0 0.1 - 0.1 3.2 0.0 0.1 0.1

4/2 848 583 355 0 41 26.0 133.9 0.4 160.4 680.9 43.6 133.9 177.5

5/1 441 441 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 319 319 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 995 995 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 515 515 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpi"(drive-on-the-left) at 09:49:25 on Friday, 18 November 2011

RUN INFORMATION *************** RUN TITLE : 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 + Full Dev LOCATION : DATE : 06/10/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.00 M. I ( W ) 6.50 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I (WA-D) 2.20 M. I I - VISIBILITY I (VC-B)100.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I YES I YES I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 41.0 M. I (VD-A) 33.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 42.0 M. I (VD-C) 33.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 4.90 M. I 5.40 M. I I WIDTH AT 10 M FROM JUNCTION I 2.80 M. I 2.40 M. I I WIDTH AT 15 M FROM JUNCTION I 2.60 M. I 3.00 M. I I WIDTH AT 20 M FROM JUNCTION I 2.50 M. I 3.00 M. I I - LENGTH OF FLARED SECTION I 1 VEHS I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 4 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 AM + Full Dev TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 AM + Full Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.051 I 0.330 I 0.619 I I I I 0.0 I 14.0 I 90.0 I 169.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.075 I 0.000 I 0.313 I 0.612 I I I I 35.0 I 0.0 I 145.0 I 284.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.808 I 0.174 I 0.000 I 0.019 I I I I 172.0 I 37.0 I 0.0 I 4.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.228 I 0.690 I 0.082 I 0.000 I I I I 75.0 I 227.0 I 27.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 5 -------------------------------------------------------------------------------- QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 AM + Full Dev AND FOR TIME PERIOD 1


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 6 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I B-C 2.17 5.77 0.376 4.03 0.62 12.3 0.32 I I B-AD 4.78 6.96 0.686 7.35 2.40 47.3 0.61 I I A-BCD 3.02 9.75 0.310 0.77 0.52 7.8 0.15 I I A-B 0.14 I I A-C 0.92 I I D-A 1.12 6.69 0.168 0.44 0.20 3.2 0.18 I I D-BC 3.81 6.67 0.571 2.99 1.40 23.3 0.38 I I C-ABD 0.72 10.99 0.066 0.14 0.10 1.5 0.10 I I C-D 0.06 I I C-A 2.41 I I I

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QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.3 08.15 0.5 08.30 2.1 ** 08.45 4.0 **** 09.00 0.6 * 09.15 0.3

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 1.1 * 08.15 1.9 ** 08.30 5.7 ****** 08.45 7.4 ******* 09.00 2.4 ** 09.15 1.2 *

QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.4 08.15 0.5 08.30 0.8 * 08.45 0.8 * 09.00 0.5 * 09.15 0.4

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.2 08.30 0.4 08.45 0.4 09.00 0.2 09.15 0.1



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 199.6 I 133.1 I 103.7 I 0.52 I 103.7 I 0.52 I I B-AD I 439.1 I 292.7 I 274.5 I 0.63 I 274.6 I 0.63 I I A-BCD I 279.9 I 186.6 I 49.2 I 0.18 I 49.2 I 0.18 I I A-B I 12.9 I 8.6 I I I I I I A-C I 82.9 I 55.3 I I I I I I D-A I 103.2 I 68.8 I 22.0 I 0.21 I 22.0 I 0.21 I I D-BC I 349.6 I 233.1 I 143.7 I 0.41 I 143.7 I 0.41 I I C-ABD I 67.4 I 44.9 I 9.5 I 0.14 I 9.5 I 0.14 I I C-D I 5.1 I 3.4 I I I I I I C-A I 220.6 I 147.1 I I I I I --------------------------------------------------------------------------- I ALL I 1760.4 I 1173.6 I 602.5 I 0.34 I 602.7 I 0.34 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 10 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 PM + Full Dev TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 11 -------------------------------------------------------------------------------- Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 PM + Full Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.069 I 0.416 I 0.515 I I I I 0.0 I 26.0 I 157.0 I 194.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.062 I 0.000 I 0.034 I 0.904 I I I I 18.0 I 0.0 I 10.0 I 264.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.732 I 0.228 I 0.000 I 0.039 I I I I 93.0 I 29.0 I 0.0 I 5.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.159 I 0.757 I 0.084 I 0.000 I I I I 66.0 I 315.0 I 35.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2016 PM + Full Dev AND FOR TIME PERIOD 2


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.8 * 17.15 1.3 * 17.30 2.5 *** 17.45 2.7 *** 18.00 1.5 * 18.15 0.9 *

QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.5 17.15 0.6 * 17.30 1.0 * 17.45 1.0 * 18.00 0.7 * 18.15 0.5

QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.1 17.15 0.3 17.30 4.1 **** 17.45 5.1 ***** 18.00 0.8 * 18.15 0.2

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 1.4 * 17.15 2.8 *** 17.30 11.1 *********** 17.45 16.7 ***************** 18.00 4.5 **** 18.15 1.6 **


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base + Full Dev.vpo - Page 14 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 13.8 I 9.2 I 2.6 I 0.19 I 2.6 I 0.19 I I B-AD I 388.2 I 258.8 I 141.6 I 0.36 I 141.6 I 0.36 I I A-BCD I 361.6 I 241.0 I 65.1 I 0.18 I 65.2 I 0.18 I I A-B I 22.4 I 14.9 I I I I I I A-C I 135.0 I 90.0 I I I I I I D-A I 90.8 I 60.6 I 139.9 I 1.54 I 139.9 I 1.54 I I D-BC I 481.7 I 321.2 I 543.4 I 1.13 I 543.5 I 1.13 I I C-ABD I 47.6 I 31.7 I 6.8 I 0.14 I 6.8 I 0.14 I I C-D I 6.5 I 4.3 I I I I I I C-A I 120.7 I 80.5 I I I I I --------------------------------------------------------------------------- I ALL I 1668.2 I 1112.2 I 899.4 I 0.54 I 899.7 I 0.54 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 10:15:55 on 21/12/2011]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2016 Base.vpi"(drive-on-the-left) at 08:04:44 on Tuesday, 6 December 2011






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QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.3 08.30 0.5 * 08.45 0.6 * 09.00 0.3 09.15 0.2

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.7 * 08.15 1.1 * 08.30 2.0 ** 08.45 2.1 ** 09.00 1.1 * 09.15 0.7 *

QUEUE FOR STREAM A-BCD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.4 08.15 0.6 * 08.30 1.0 * 08.45 1.0 * 09.00 0.6 * 09.15 0.5

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2016 Base.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.2 08.30 0.4 08.45 0.4 09.00 0.2 09.15 0.1

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.6 * 08.15 1.0 * 08.30 2.0 ** 08.45 2.1 ** 09.00 1.1 * 09.15 0.7 *





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QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.6 * 17.15 0.9 * 17.30 1.6 ** 17.45 1.6 ** 18.00 1.0 * 18.15 0.7 *






Printed at 10:16:24 on 21/12/2011]










Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2016 PM Peak' 17:00 18:00 01:00

Link Traffic Flows



1/1 612

2/1 743

2/2 4

3/1 223

4/1 297

5/1 518

6/1 610

7/1 514

8/1 237

FG1: '2016 PM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 2.7 %

Arm 7 Ahead

Inf 72.6 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 45.8 %

Arm 8 Ahead

Inf 49.2 %



A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 377.3%

Unnamed Junction

- - N/A - - - - - - - - 377.3%



O N/A N/A B 1 39 - 612 1850 162 377.3%


Left U N/A N/A A 1 48 - 743 1700 926 80.3%


O N/A N/A A C 1 48 4 4 1700 718 0.6%


O N/A N/A E 1 11 - 223 1935 258 86.4%










Total Delay (pcuHr)






- - 86 1 52 44.0 309.6 0.2 353.9 - - - -

Unnamed Junction

- - 86 1 52 44.0 309.6 0.2 353.9 - - - -

1/1 612 162 10 0 5 27.5 225.6 0.1 253.2 1489.2 33.7 225.6 259.3

2/1 743 743 - - - 3.4 2.0 - 5.4 26.2 14.9 2.0 16.9

2/2 4 4 3 1 0 0.0 0.0 0.0 0.0 12.3 0.0 0.0 0.0

3/1 223 223 45 0 10 2.4 2.8 0.0 5.1 83.0 5.5 2.8 8.2

4/1 297 140 28 0 37 10.7 79.3 0.1 90.2 1092.7 14.2 79.3 93.5











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2016 PM Peak + Dev' 17:00 18:00 01:00

Link Traffic Flows



1/1 643

2/1 870

2/2 4

3/1 313

4/1 481

5/1 518

6/1 728

7/1 781

8/1 284




Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 1.9 %

Arm 7 Ahead

Inf 69.0 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 55.3 %

Arm 8 Ahead

Inf 39.9 %



A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 803.8%

Unnamed Junction

- - N/A - - - - - - - - 803.8%



O N/A N/A B 1 39 - 643 1850 80 803.8%


Left U N/A N/A A 1 48 - 870 1700 926 94.0%


O N/A N/A A C 1 48 4 4 1700 852 0.5%


O N/A N/A E 1 11 - 313 1935 258 121.3%










Total Delay (pcuHr)






- - 94 0 78 66.4 486.3 0.3 553.0 - - - -

Unnamed Junction

- - 94 0 78 66.4 486.3 0.3 553.0 - - - -

1/1 643 80 0 0 12 34.5 282.1 0.2 316.8 1773.5 42.2 282.1 324.3

2/1 870 870 - - - 4.6 6.4 - 11.0 45.5 20.1 6.4 26.4

2/2 4 4 4 0 0 0.0 0.0 0.0 0.0 11.7 0.0 0.0 0.0

3/1 313 258 53 0 22 5.3 30.1 0.0 35.4 407.6 9.4 30.1 39.5

4/1 481 147 37 0 44 21.9 167.8 0.1 189.8 1420.7 27.0 167.8 194.8








Author: Carl Hicks



Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

51

1 T

utb

ury

Ro

ad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00


8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf



Inf



Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf



Inf



Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups




Link Traffic Flows



1/1 88

1/2 456

1/3 99

2/1 6

2/2 307

3/1 466

3/2 404

3/3 4

4/1 23

4/2 458

5/1 518

6/1 284

7/1 728

8/1 781





Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 70.4 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 41.9 % 2055 2055












B

1 Min: 7

8 48s

C

D

2 Min: 7

7 44s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 48 44 5




0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 48

0

2 7 : 44

56

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

68

312

.9%

83

954

.3%

30

432

.5%


1

2

727 0.8%

618 49.7%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

66

8

83

9

26

9


1

2

6063.8%

412111.1%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results


Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 111.1%

Unnamed Junction

- - N/A - - - - - - - - 111.1%


Left O N/A N/A - - - - 88 1965 683 12.9%


Ahead U N/A N/A A 1 48 - 456 2055 839 54.3%


Right O N/A N/A A 1 48 - 99 1915 304 32.5%


U N/A N/A C 1 44 - 6 1940 727 0.8%


Ahead O N/A N/A C 1 44 - 307 2080 618 49.7%


Left O N/A N/A - - - - 466 1965 668 69.7%


Ahead U N/A N/A B 1 48 - 404 2055 839 48.1%


Right O N/A N/A B 1 48 - 4 1915 269 1.5%

4/1 Beamhill Road

Left O N/A N/A - - - - 23 1965 606 3.8%


O N/A N/A D 1 44 - 458 2055 412 111.1%


U N/A N/A - - - - 518 Inf Inf 0.0%

6/1 Harehedge




U N/A N/A - - - - 728 Inf Inf 0.0%









Total Delay (pcuHr)






- - 623 351 36 16.7 30.2 0.7 47.6 - - - -

Unnamed Junction

- - 623 351 36 16.7 30.2 0.7 47.6 - - - -

1/1 88 88 33 55 0 0.0 0.1 - 0.1 3.0 0.0 0.1 0.1

1/2 456 456 - - - 3.4 0.6 - 4.0 31.7 11.5 0.6 12.1

1/3 99 99 99 0 0 0.7 0.2 0.3 1.2 45.1 2.6 0.2 2.8

2/1 6 6 - - - 0.0 0.0 - 0.0 26.2 0.1 0.0 0.1

2/2 307 307 89 0 2 2.3 0.5 0.0 2.9 33.6 7.5 0.5 8.0

3/1 466 466 175 291 0 0.0 1.1 - 1.1 8.9 1.7 1.1 2.8

3/2 404 404 - - - 2.9 0.5 - 3.4 30.3 9.9 0.5 10.3

3/3 4 4 4 0 0 0.0 0.0 0.0 0.0 41.7 0.1 0.0 0.1

4/1 23 23 18 5 0 0.0 0.0 - 0.0 3.1 0.0 0.0 0.0

4/2 458 412 205 0 35 7.3 27.1 0.3 34.7 272.8 17.0 27.1 44.2

5/1 518 518 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 265 265 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 701 701 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 781 781 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2026 AM Peak' 08:00 09:00 01:00

Link Traffic Flows



1/1 870

2/1 550

2/2 21

3/1 284

4/1 906

5/1 526

6/1 1204

7/1 448

8/1 453

FG1: '2026 AM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 7.7 %

Arm 7 Ahead

Inf 55.3 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 56.6 %

Arm 8 Ahead

Inf 33.0 %



A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 425.2%

Unnamed Junction

- - N/A - - - - - - - - 425.2%



O N/A N/A B 1 35 - 870 1850 306 284.2%


Left U N/A N/A A 1 44 - 550 1700 850 64.7%


O N/A N/A A C 1 44 4 21 1700 546 3.8%


O N/A N/A E 1 15 - 284 1935 324 87.6%










Total Delay (pcuHr)






- - 200 4 66 84.4 633.8 0.3 718.5 - - - -

Unnamed Junction

- - 200 4 66 84.4 633.8 0.3 718.5 - - - -

1/1 870 306 19 0 5 34.3 282.7 0.1 317.1 1312.0 42.3 282.7 325.0

2/1 550 550 - - - 2.5 0.9 - 3.5 22.6 10.1 0.9 11.0

2/2 21 21 16 4 0 0.1 0.0 0.0 0.1 15.8 0.3 0.0 0.3

3/1 284 284 90 0 15 2.8 3.1 0.1 5.9 75.2 6.9 3.1 9.9

4/1 906 213 75 0 45 44.7 347.1 0.1 392.0 1557.5 54.0 347.1 401.1











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2026 AM Peak + Dev' 08:00 09:00 01:00

Link Traffic Flows



1/1 806

2/1 627

2/2 14

3/1 310

4/1 1152

5/1 559

6/1 1265

7/1 592

8/1 493




Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 7.7 %

Arm 7 Ahead

Inf 58.1 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 53.9 %

Arm 8 Ahead

Inf 34.5 %



A

B1 Min: 7

8 35s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 15sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 35 4 15 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 35

0

25 : 4

43

3 7 : 15

52

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 560.0%

Unnamed Junction

- - N/A - - - - - - - - 560.0%



O N/A N/A B 1 35 - 806 1850 203 396.4%


Left U N/A N/A A 1 44 - 627 1700 850 73.8%


O N/A N/A A C 1 44 4 14 1700 625 2.2%


O N/A N/A E 1 15 - 310 1935 328 94.6%










Total Delay (pcuHr)






- - 182 2 74 103.7 782.6 0.3 886.6 - - - -

Unnamed Junction

- - 182 2 74 103.7 782.6 0.3 886.6 - - - -

1/1 806 203 18 0 9 36.9 302.0 0.1 339.1 1514.4 45.2 302.0 347.2

2/1 627 627 - - - 3.1 1.4 - 4.5 25.8 12.4 1.4 13.8

2/2 14 14 12 2 0 0.0 0.0 0.0 0.1 14.8 0.2 0.0 0.2

3/1 310 310 85 0 21 3.1 5.4 0.1 8.6 99.7 7.6 5.4 13.0

4/1 1152 206 68 0 43 60.5 473.8 0.1 534.4 1670.1 72.0 473.8 545.7








Author: Carl Hicks



Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

511

Tu

tbu

ry R

oad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00


8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf



Inf



Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf



Inf



Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups


1: '2026 Base + Dev + Imp' 08:00 09:00 01:00


Link Traffic Flows



1/1 81

1/2 620

1/3 105

2/1 24

2/2 286

3/1 307

3/2 320

3/3 14

4/1 133

4/2 1019

5/1 559

6/1 493

7/1 1265

8/1 592





Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 62.9 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 39.1 % 2055 2055












B

1 Min: 7

8 37s

C

D

2 Min: 7

7 55s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 37 55 5




0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 37

0

2 7 : 55

45

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

66

812

.1%

65

195

.3%

24

942

.2%


1

2

905 2.7%

699 40.9%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

67

6

65

1

60


1

2

62221.4%

612166.6%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results


Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 166.6%

Unnamed Junction

- - N/A - - - - - - - - 166.6%


Left O N/A N/A - - - - 81 1965 668 12.1%


Ahead U N/A N/A A 1 37 - 620 2055 651 95.3%


Right O N/A N/A A 1 37 - 105 1915 249 42.2%


U N/A N/A C 1 55 - 24 1940 905 2.7%


Ahead O N/A N/A C 1 55 - 286 2080 699 40.9%


Left O N/A N/A - - - - 307 1965 676 45.4%


Ahead U N/A N/A B 1 37 - 320 2055 651 49.2%


Right O N/A N/A B 1 37 - 14 1915 60 23.3%

4/1 Beamhill Road

Left O N/A N/A - - - - 133 1965 622 21.4%


O N/A N/A D 1 55 - 1019 2055 612 166.6%


U N/A N/A - - - - 559 Inf Inf 0.0%

6/1 Harehedge




U N/A N/A - - - - 1265 Inf Inf 0.0%









Total Delay (pcuHr)






- - 844 236 39 50.6 213.9 0.8 265.3 - - - -

Unnamed Junction

- - 844 236 39 50.6 213.9 0.8 265.3 - - - -

1/1 81 81 38 43 0 0.0 0.1 - 0.1 3.1 0.0 0.1 0.1

1/2 620 620 - - - 6.9 6.9 - 13.9 80.4 20.1 6.9 27.1

1/3 105 105 105 0 0 1.0 0.4 0.3 1.6 56.0 3.0 0.4 3.3

2/1 24 24 - - - 0.1 0.0 - 0.1 19.4 0.4 0.0 0.4

2/2 286 286 104 0 2 1.6 0.3 0.0 1.9 24.5 5.9 0.3 6.2

3/1 307 307 143 164 0 0.0 0.4 - 0.4 4.9 0.0 0.4 0.4

3/2 320 320 - - - 2.9 0.5 - 3.4 38.6 8.6 0.5 9.1

3/3 14 14 14 0 0 0.1 0.2 0.1 0.4 97.8 0.3 0.2 0.5

4/1 133 133 104 29 0 0.0 0.1 - 0.1 3.7 0.0 0.1 0.1

4/2 1019 612 336 0 37 38.0 204.9 0.4 243.3 859.7 58.3 204.9 263.2

5/1 559 559 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 334 334 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 1017 1017 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 592 592 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpi"(drive-on-the-left) at 09:49:10 on Friday, 18 November 2011

RUN INFORMATION *************** RUN TITLE : 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 + Full Dev LOCATION : DATE : 06/10/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.00 M. I ( W ) 6.50 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I (WA-D) 2.20 M. I I - VISIBILITY I (VC-B)100.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I YES I YES I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 41.0 M. I (VD-A) 33.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 42.0 M. I (VD-C) 33.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 4.90 M. I 5.40 M. I I WIDTH AT 10 M FROM JUNCTION I 2.80 M. I 2.40 M. I I WIDTH AT 15 M FROM JUNCTION I 2.60 M. I 3.00 M. I I WIDTH AT 20 M FROM JUNCTION I 2.50 M. I 3.00 M. I I - LENGTH OF FLARED SECTION I 1 VEHS I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 4 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 AM + Full Dev TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 AM + Full Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.254 I 0.335 I 0.411 I I I I 0.0 I 63.0 I 83.0 I 102.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.310 I 0.000 I 0.595 I 0.095 I I I I 192.0 I 0.0 I 369.0 I 59.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.787 I 0.208 I 0.000 I 0.006 I I I I 140.0 I 37.0 I 0.0 I 1.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.367 I 0.581 I 0.052 I 0.000 I I I I 113.0 I 179.0 I 16.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 5 -------------------------------------------------------------------------------- QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 AM + Full Dev AND FOR TIME PERIOD 1


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QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 1.1 * 08.15 2.4 ** 08.30 13.8 ************** 08.45 23.8 ************************ 09.00 13.9 ************** 09.15 1.5 **

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.7 * 08.15 1.5 * 08.30 10.6 *********** 08.45 17.1 ***************** 09.00 9.7 ********** 09.15 1.0 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.3 08.30 0.4 08.45 0.5 09.00 0.3 09.15 0.2

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.5 * 08.15 0.8 * 08.30 1.4 * 08.45 1.5 * 09.00 0.9 * 09.15 0.6 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 507.9 I 338.6 I 799.3 I 1.57 I 799.5 I 1.57 I I B-AD I 345.5 I 230.3 I 575.3 I 1.67 I 575.4 I 1.67 I I A-BCD I 179.5 I 119.7 I 26.3 I 0.15 I 26.3 I 0.15 I I A-B I 69.8 I 46.5 I I I I I I A-C I 92.0 I 61.3 I I I I I I D-A I 155.5 I 103.7 I 26.6 I 0.17 I 26.6 I 0.17 I I D-BC I 268.4 I 178.9 I 80.9 I 0.30 I 80.9 I 0.30 I I C-ABD I 63.9 I 42.6 I 8.6 I 0.13 I 8.6 I 0.13 I I C-D I 1.3 I 0.9 I I I I I I C-A I 179.8 I 119.9 I I I I I --------------------------------------------------------------------------- I ALL I 1863.7 I 1242.5 I 1517.0 I 0.81 I 1517.3 I 0.81 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 10 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 631.87 0.24 0.24 0.24 0.24 I --------------------------------------------------------------------------------------------------


Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 PM + Full Dev TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 11 -------------------------------------------------------------------------------- Demand set: 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 PM + Full Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.236 I 0.317 I 0.447 I I I I 0.0 I 100.0 I 134.0 I 189.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM B I 0.220 I 0.000 I 0.068 I 0.712 I I I I 91.0 I 0.0 I 28.0 I 294.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.667 I 0.264 I 0.000 I 0.070 I I I I 86.0 I 34.0 I 0.0 I 9.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.133 I 0.801 I 0.066 I 0.000 I I I I 72.0 I 434.0 I 36.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 218029 - Harehedge Lane / Rolleston Road Junction - Base 2026 PM + Full Dev AND FOR TIME PERIOD 2


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.1 17.15 0.1 17.30 2.6 *** 17.45 3.5 **** 18.00 3.5 **** 18.15 0.6 *

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 1.7 ** 17.15 3.6 **** 17.30 15.2 *************** 17.45 28.4 **************************** 18.00 23.1 *********************** 18.15 3.9 ****


QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.3 17.15 4.4 **** 17.30 10.2 ********** 17.45 16.5 **************** 18.00 18.2 ****************** 18.15 16.9 *****************

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 4.2 **** 17.15 16.5 **************** 17.30 58.5 *********************************************************** 17.45 101.9 ****************************************************************************************** 18.00 114.5 ****************************************************************************************** 18.15 103.8 ******************************************************************************************


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base + Full Dev.vpo - Page 14 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 38.5 I 25.7 I 145.6 I 3.78 I 145.7 I 3.78 I I B-AD I 529.9 I 353.3 I 1119.9 I 2.11 I 1121.0 I 2.12 I I A-BCD I 389.3 I 259.5 I 78.1 I 0.20 I 78.1 I 0.20 I I A-B I 82.5 I 55.0 I I I I I I A-C I 110.5 I 73.7 I I I I I I D-A I 99.1 I 66.1 I 879.8 I 8.88 I 1016.8 I 10.26 I I D-BC I 646.9 I 431.3 I 5237.4 I 8.10 I 6043.9 I 9.34 I I C-ABD I 57.3 I 38.2 I 10.0 I 0.17 I 10.0 I 0.17 I I C-D I 11.4 I 7.6 I I I I I I C-A I 108.8 I 72.6 I I I I I --------------------------------------------------------------------------- I ALL I 2074.3 I 1382.8 I 7470.6 I 3.60 I 8415.5 I 4.06 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 10:16:47 on 21/12/2011]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Harehedge Lane - Rolleston Road Crossroads\2026 Base.vpi"(drive-on-the-left) at 09:43:57 on Friday, 18 November 2011






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QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 1.0 * 08.15 2.1 ** 08.30 11.9 ************ 08.45 19.7 ******************** 09.00 7.8 ******** 09.15 1.3 *

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.7 * 08.15 1.3 * 08.30 9.5 ********** 08.45 14.7 *************** 09.00 6.8 ******* 09.15 0.8 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.2 08.30 0.4 08.45 0.4 09.00 0.2 09.15 0.2






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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Harehedge Lane - Rolleston Road Crossroads\2026 Base.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.1 17.15 0.1 17.30 0.9 * 17.45 2.4 ** 18.00 0.3 18.15 0.1

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 1.3 * 17.15 2.4 ** 17.30 7.6 ******** 17.45 11.6 ************ 18.00 4.5 ***** 18.15 1.8 **


QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.2 17.15 3.8 **** 17.30 8.7 ********* 17.45 13.9 ************** 18.00 14.3 ************** 18.15 11.2 ***********

QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 2.9 *** 17.15 10.0 ********** 17.30 41.5 ***************************************** 17.45 73.2 ************************************************************************* 18.00 75.5 **************************************************************************** 18.15 55.9 ********************************************************



Printed at 10:17:11 on 21/12/2011]










Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2026 PM Peak' 17:00 18:00 01:00

Link Traffic Flows



1/1 697

2/1 946

2/2 27

3/1 388

4/1 615

5/1 707

6/1 890

7/1 713

8/1 363

FG1: '2026 PM Peak'



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 4.9 %

Arm 7 Ahead

Inf 61.1 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 58.2 %

Arm 8 Ahead

Inf 35.3 %



A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 871.3%

Unnamed Junction

- - N/A - - - - - - - - 871.3%



O N/A N/A B 1 39 - 697 1850 80 871.3%


Left U N/A N/A A 1 48 - 946 1700 926 102.2%


O N/A N/A A C 1 48 4 27 1700 852 3.2%


O N/A N/A E 1 11 - 388 1935 257 150.7%










Total Delay (pcuHr)






- - 135 2 82 83.5 622.0 0.3 705.7 - - - -

Unnamed Junction

- - 135 2 82 83.5 622.0 0.3 705.7 - - - -

1/1 697 80 0 0 7 37.9 309.1 0.1 347.1 1792.7 46.3 309.1 355.3

2/1 946 926 - - - 6.2 21.3 - 27.5 104.8 24.2 21.3 45.5

2/2 27 27 24 2 1 0.1 0.0 0.0 0.1 11.7 0.3 0.0 0.3

3/1 388 257 60 0 27 10.0 66.8 0.0 76.8 712.9 14.8 66.8 81.6

4/1 615 167 50 0 47 29.2 224.9 0.1 254.2 1488.0 35.6 224.9 260.4











Notes:


Unnamed Junction

Arm

1 - A

511

Tu

tbury

Ro

ad (S

outh

bo

und)

11

Ar m

2 - A

511

Tu

tbury

Ro

ad ( N

ort h

bound

)

1

2

1 2


1 1


11

Arm

5 - A

511

Nor th

boun

d E

xit

11

Arm

6 - A

511

South

bound

Exit

11


1 1


11

A

B

C

D


Phase Diagram

A

B

C

D

E

F

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Ind. Arrow A 4 4

D Traffic 7 7

E Traffic 7 7

F Pedestrian 8 8


Starting Phase

Terminating Phase

A B C D E F

A - - - 7 7 8

B - - 5 7 7 8

C - 7 - 7 7 8

D 7 7 7 - - 8

E 7 7 7 - - 8

F 8 8 8 8 8 -

Phases in Stage


1 A B

2 A C

3 D E

4 F


Stages Diagram

A

B

C

D

E

F

1 Min >= 7

A

B

C

D

E

F

2 Min >= 4

A

B

C

D

E

F

3 Min >= 7

A

B

C

D

E

F

4 Min >= 8

Phase Delays




To Stage

From Stage

1 2 3 4

1 5 7 8

2 7 7 8

3 7 7 8

4 8 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


7/1 (Right) 1440 2/1 1.09 2/1 2.00 - 0.50 2 2.00


8/1 (Right) 1440 1/1 1.09 1/1 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/1 1.09 4/1 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

6/1 (Right) 1440 3/1 1.09 3/1 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O B 2 3 60.0 User 1850 - - - - -


U A 2 3 60.0 User 1700 - - - - -


O A C 2 3 60.0 User 1700 - - - - -


O E 2 3 60.0 Geom - 3.20 0.00 Y

Arm 5 Right Inf

Arm 6 Left Inf

Arm 7 Ahead Inf

4/1 (Beamhill Road)

O D 2 3 60.0 Geom - 3.00 0.00 Y

Arm 5 Left Inf

Arm 6 Right Inf

Arm 8 Ahead Inf


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -


Traffic Flow Groups


1: '2026 PM Peak + Dev' 17:00 18:00 01:00

Link Traffic Flows



1/1 716

2/1 1049

2/2 24

3/1 450

4/1 786

5/1 681

6/1 1005

7/1 936

8/1 403




Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)








3.20 0.00 Y


1935 1935 Arm 6 Left Inf 4.2 %

Arm 7 Ahead

Inf 66.7 %

4/1 (Beamhill Road)

3.00 0.00 Y


1915 1915 Arm 6 Right Inf 61.5 %

Arm 8 Ahead

Inf 32.4 %



A

B1 Min: 7

8 39s

AC

2 Min: 4

5 4s

D

E

3 Min: 7

7 11sF

4 Min: 8

8 8s


Stage Timings

Stage 1 2 3 4

Duration 39 4 11 8



0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

Time in cycle (sec)

Phases

1 8 : 39

0

25 : 4

47

3 7 : 11

56

4 8 : 8

74

F F

E E

D D

C C

B B

A A


Link Results


Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 895.0%

Unnamed Junction

- - N/A - - - - - - - - 895.0%



O N/A N/A B 1 39 - 716 1850 80 895.0%


Left U N/A N/A A 1 48 - 1049 1700 926 113.3%


O N/A N/A A C 1 48 4 24 1700 852 2.8%


O N/A N/A E 1 11 - 450 1935 258 174.4%










Total Delay (pcuHr)






- - 117 2 81 105.1 801.7 0.3 907.1 - - - -

Unnamed Junction

- - 117 2 81 105.1 801.7 0.3 907.1 - - - -

1/1 716 80 0 0 10 39.1 318.6 0.1 357.8 1799.0 47.7 318.6 366.3

2/1 1049 926 - - - 11.0 65.7 - 76.7 263.2 29.3 65.7 95.0

2/2 24 24 22 2 1 0.1 0.0 0.0 0.1 11.7 0.3 0.0 0.3

3/1 450 258 54 0 21 13.9 97.2 0.0 111.1 888.6 19.2 97.2 116.4

4/1 786 147 41 0 49 41.0 320.3 0.1 361.4 1655.3 48.8 320.3 369.0








Author: Carl Hicks



Notes:


Unnamed Junction

Arm

1 -

A5

11

Tu

tbu

ry R

oa

d (

No

rth

)

12

3

123


1

2

1

2

Arm

3 - A

51

1 T

utb

ury

Ro

ad

(So

uth

)

1 2

3

1 2 3


1

2

1

2

Arm

5 - A

511

Tu

tbu

ry R

oad

(No

rth)

11


11

Arm

7 -

A5

11

Tu

tbu

ry R

oa

d (

So

ut h

)

11


1 1

A

B

C D


Phase Diagram

A

B

C

D

E

F

G

H

Phase Input Data


A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Pedestrian 5 5

F Pedestrian 5 5

G Dummy 7 7

H Pedestrian 5 5



Starting Phase

Terminating Phase

A B C D E F G H

A - - 7 7 8 8 8 8

B - - 7 7 8 8 8 8

C 7 7 - - 8 8 8 8

D 7 7 - - 8 8 8 8

E 8 8 8 8 - - 8 -

F 8 8 8 8 - - 8 -

G 8 8 8 8 8 8 - 8

H 8 8 8 8 - - 8 -

Phases in Stage


1 A B

2 C D

3 E F H

Stages Diagram A

B

C

D

E

F

G

H

1 Min >= 7 A

B

C

D

E

F

G

H

2 Min >= 7 A

B

C

D

E

F

G

H

3 Min >= 5

Phase Delays




To Stage

From Stage

1 2 3

1 7 8

2 7 8

3 8 8




Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Opposing Lane

Opp. Lane Coeff.

Opp. Mvmnts.





(PCU)


6/1 (Left) 715 4/2 0.22 4/2 - - - - -


8/1 (Right) 1440 3/2 1.09 3/2 2.00 - 0.50 2 2.00


5/1 (Right) 1440 4/2 1.09 4/2 2.00 - 0.50 2 2.00


8/1 (Left) 715 2/2 0.22 2/2 - - - - -


6/1 (Right) 1440 1/2 1.09 1/2 2.00 - 0.50 2 2.00

4/1 (Beamhill Road)

5/1 (Left) 715 3/2 0.22 3/2

- - - - - 2/2 0.22 2/2

4/2 (Beamhill Road)

7/1 (Right) 1440 2/2 1.09 2/2 2.00 - 0.50 2 2.00


Lane Input Data


Lane Lane Type

Phases Start Disp.

End Disp.


Sat Flow Type

Def User Saturation

Flow (PCU/Hr)

Lane Width

(m) Gradient

Nearside Lane


(m)


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 6 Left

Inf



Inf



Inf

2/1 (Harehedge

Lane) U C 2 3 60.0 Geom - 3.25 0.00 Y

Arm 7 Left

Inf

2/2 (Harehedge

Lane) O C 2 3 60.0 Geom - 3.25 0.00 N

Arm 5 Right

Inf

Arm 8 Ahead

Inf


O 2 3 60.0 Geom - 3.50 0.00 Y Arm 8 Left

Inf



Inf



Inf

4/1 (Beamhill

Road) O 2 3 60.0 Geom - 3.50 0.00 Y

Arm 5 Left

Inf

4/2 (Beamhill

Road) O D 2 3 60.0 Geom - 3.00 0.00 N

Arm 6 Ahead

Inf

Arm 7 Right

Inf


U 2 3 60.0 Inf - - - - - -

6/1 (Harehedge

Lane) U 2 3 60.0 Inf - - - - - -


U 2 3 60.0 Inf - - - - - -

8/1 (Beamhill

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

Traffic Flow Groups




Link Traffic Flows



1/1 124

1/2 503

1/3 89

2/1 19

2/2 431

3/1 547

3/2 502

3/3 24

4/1 48

4/2 738

5/1 681

6/1 403

7/1 1005

8/1 936





Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)

Flared Sat Flow

(PCU/Hr)


3.50 0.00 Y Arm 6 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 7 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 8 Right Inf 100.0 % 1915 1915


3.25 0.00 Y Arm 7 Left Inf 100.0 % 1940 1940


3.25 0.00 N


2080 2080 Arm 8 Ahead

Inf 69.6 %


3.50 0.00 Y Arm 8 Left Inf 100.0 % 1965 1965


3.00 0.00 N Arm 5 Ahead

Inf 100.0 % 2055 2055


3.00 0.00 Y Arm 6 Right Inf 100.0 % 1915 1915

4/1 (Beamhill Road)

3.50 0.00 Y Arm 5 Left Inf 100.0 % 1965 1965

4/2 (Beamhill Road)

3.00 0.00 N

Arm 6 Ahead

Inf 34.6 % 2055 2055












B

1 Min: 7

8 48s

C

D

2 Min: 7

7 44s

E

F

H

3 Min: 5

8 5s Stage Timings

Stage 1 2 3

Duration 48 44 5




0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Phases

1 8 : 48

0

2 7 : 44

56

3 8 : 5

107

H H

G G

F F

E E

D D

C C

B B

A A


Arm

1 -

A511

Tu

tbury

Ro

ad (

Nort

h)

12

3

69

717

.8%

83

959

.9%

23

937

.3%


1

2

727 2.6%

666 64.7%

Arm

3 - A

511

Tu

tbury

Ro

ad (S

outh

)

1 2

3

65

0

83

9

23

8


1

2

5768.3%

301245.3%

Arm

5 - A

511

Tu

tbury

Ro

ad (N

orth

)

1In

f0.0

%


1Inf0.0%

Arm

7 -

A511

Tu

tbury

Ro

ad (

So

uth

)

Inf

0.0

%


1 Inf 0.0%

B

C D


Link Results


Lane Type

Controller Stream



Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)


- - N/A - - - - - - - - 245.3%

Unnamed Junction

- - N/A - - - - - - - - 245.3%


Left O N/A N/A - - - - 124 1965 697 17.8%


Ahead U N/A N/A A 1 48 - 503 2055 839 59.9%


Right O N/A N/A A 1 48 - 89 1915 239 37.3%


U N/A N/A C 1 44 - 19 1940 727 2.6%


Ahead O N/A N/A C 1 44 - 431 2080 666 64.7%


Left O N/A N/A - - - - 547 1965 650 84.1%


Ahead U N/A N/A B 1 48 - 502 2055 839 59.8%


Right O N/A N/A B 1 48 - 24 1915 238 10.1%

4/1 Beamhill Road

Left O N/A N/A - - - - 48 1965 576 8.3%


O N/A N/A D 1 44 - 738 2055 301 245.3%


U N/A N/A - - - - 681 Inf Inf 0.0%

6/1 Harehedge




U N/A N/A - - - - 1005 Inf Inf 0.0%









Total Delay (pcuHr)






- - 684 434 41 51.3 224.9 1.0 277.2 - - - -

Unnamed Junction

- - 684 434 41 51.3 224.9 1.0 277.2 - - - -

1/1 124 124 46 77 0 0.0 0.1 - 0.1 3.1 0.0 0.1 0.1

1/2 503 503 - - - 3.9 0.7 - 4.6 33.1 13.1 0.7 13.9

1/3 89 89 89 0 0 0.6 0.3 0.4 1.3 52.9 1.8 0.3 2.1

2/1 19 19 - - - 0.1 0.0 - 0.1 26.3 0.4 0.0 0.4

2/2 431 431 129 0 2 3.6 0.9 0.0 4.5 37.8 11.5 0.9 12.4

3/1 547 547 200 347 0 0.1 2.5 - 2.7 17.6 7.0 2.5 9.5

3/2 502 502 - - - 3.9 0.7 - 4.6 33.1 13.0 0.7 13.7

3/3 24 24 24 0 0 0.1 0.1 0.1 0.3 46.3 0.5 0.1 0.5

4/1 48 48 38 10 0 0.0 0.0 - 0.0 3.4 0.0 0.0 0.0

4/2 738 301 158 0 39 39.0 219.4 0.4 258.8 1262.5 51.7 219.4 271.1

5/1 681 681 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 252 252 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

7/1 719 719 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

8/1 936 936 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0


TRICS 2010(b)v6.6.1 270610 B14.36 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 29/07/10

Beamhill Road, Burton upon Trent Page 1

Waterman Boreham Ltd Halifax Place Nottingham Licence No: 701710

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : A - HOUSES PRIVATELY OWNED

VEHICLES

Selected regions and areas:

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

06 WEST MIDLANDS

WO WORCESTERSHIRE 1 days

08 NORTH WEST

MS MERSEYSIDE 1 days

Filtering Stage 2 selection:

Parameter: Number of dwellings

Range: 363 to 792 (units: )

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/02 to 06/10/05

Selected survey days:

Thursday 2 days

Friday 1 days

Selected survey types:

Manual count 3 days

Directional ATC Count 0 days

Selected Locations:

Edge of Town Centre 1

Edge of Town 1

Neighbourhood Centre (PPS6 Local Centre) 1

Selected Location Sub Categories:

Residential Zone 3




LIST OF SITES relevant to selection parameters

1 CA-03-A-02 MIXED HOUSES, PETERBOROUGH CAMBRIDGESHIRE

THORPE ROAD

PETERBOROUGH

Edge of Town Centre

Residential Zone

Total Number of dwellings: 3 6 3

Survey date: THURSDAY 13/05/04 Survey Type: MANUAL

2 MS-03-A-01 TERRACED, RUNCORN MERSEYSIDE

PALACE FIELDS AVENUE

RUNCORN

Neighbourhood Centre (PPS6 Local Centre)

Residential Zone



3 WO-03-A-04 MIXED HOUSES, WORCESTER WORCESTERSHIRE

MALVERN ROAD

WORCESTER

Edge of Town

Residential Zone


Survey date: FRIDAY 24/05/02 Survey Type: MANUAL




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

VEHICLES

Calculation factor: 1 DWELLS

Estimated TRIP rate value per 850 DWELLS shown in shaded columns

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

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

Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00000:00 - 01:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00001:00 - 02:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00002:00 - 03:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00003:00 - 04:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00004:00 - 05:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00005:00 - 06:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00006:00 - 07:00

3 509 0.055 46.758 3 509 0.177 150.851 3 509 0.232 197.60907:00 - 08:00

3 509 0.132 112.443 3 509 0.347 295.023 3 509 0.479 407.46608:00 - 09:00

3 509 0.150 127.472 3 509 0.173 146.955 3 509 0.323 274.42709:00 - 10:00

3 509 0.134 113.556 3 509 0.170 144.172 3 509 0.304 257.72810:00 - 11:00

3 509 0.185 156.974 3 509 0.174 147.511 3 509 0.359 304.48511:00 - 12:00

3 509 0.188 159.758 3 509 0.153 130.255 3 509 0.341 290.01312:00 - 13:00

3 509 0.158 134.152 3 509 0.162 138.048 3 509 0.320 272.20013:00 - 14:00

3 509 0.196 166.994 3 509 0.204 173.674 3 509 0.400 340.66814:00 - 15:00

3 509 0.235 199.836 3 509 0.200 169.777 3 509 0.435 369.61315:00 - 16:00

3 509 0.259 219.876 3 509 0.164 139.718 3 509 0.423 359.59416:00 - 17:00

3 509 0.325 276.654 3 509 0.194 165.324 3 509 0.519 441.97817:00 - 18:00

3 509 0.235 199.836 3 509 0.203 172.561 3 509 0.438 372.39718:00 - 19:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00019:00 - 20:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00020:00 - 21:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00021:00 - 22:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00022:00 - 23:00

0 0 0.000 0.000 0 0 0.000 0.000 0 0 0.000 0.00023:00 - 24:00

Total Rates: 2.252 2.321 4.5731914.309 1973.869 3888.178

Parameter summary

Trip rate parameter range selected: 363 - 792 (units: )

Survey date date range: 01/01/02 - 06/10/05

Number of weekdays (Monday-Friday): 3

Number of Saturdays: 0

Number of Sundays: 0

Surveys manually removed from selection: 0

A511 Tutbury Road

A511 Tutbury Road

Beamhill Road

Harehedge Lane

Highway boundary

Highway boundary

Highway boundary

Highway boundary

6.5m6.0m

3.3m

6.0m

5.0m

5.0m

5.73m

For Tender

For Approval

Preliminary

For Information

For Construction

As Built

Purpose of Issue

________

RevProject No.

Scale @ A2 Date

ApprovedDrawn CheckedTeam

Title

Project

Client

APPDRAWNDATE AMENDMENTS CHKREV

R:\P

roje

cts\

2180

29 B

eam

hill

Roa

d

Drawing No.

CM14 4JE

Brentwood

Regent House

Hubert Road

Essex

Facsimile: (01277) 238 150

Email: [email protected]

Telephone: (01277) 238 100

Waterman Boreham Ltd

BSI

drawing. Only figured dimensions are to be worked to.Waterman Boreham Ltd accept no responsibility for any unauthorised amendments to this

Hallam Land Management

Beamhill Road

Signal Junction Layout

N CD HS25.11.10

BF25.11.10

1:500 25 Nov 2010

218029 02 C

A 05.02.11 Amendments following SCC comments DMW CH DC

B 02.03.11 Lane added to Northern Tutbury Road Arm DMW CH CH

C 20.09.11 Splitter islands and signals added. CD CH DC

Based upon the Ordnance Survey's (1:1250) Map of 2008 with permission of the controller of HerMajesty's Stationery Office, Crown copyright reserved. Waterman Boreham Ltd, Regent House,Hubert Road, Brentwood, Essex, CM14 4JE. License No: AL 100010602.

Uttoxeter - Doveridge - Sudbury - Foston - Hatton - Tutbury - Rolleston - Burton 1Monday to Saturday from 27 October 2012

Route Number 1 1 1 1 1 1 1 1 1 1 1 1 1Day Code NS NS SUttoxeter, Bus Station 0550 0610 0620 0720 0755 0835 --- 0935 -- 35 --- 1435 ---Doveridge, Post Office 0557 0617 0627 0727 0802 0842 --- 0942 -- 42 --- 1442 ---Sudbury, Vernon Arms 0603 0623 0633 0733 0808 0848 --- 0948 then -- 48 --- 1448 ---Foston Village 0608 0628 0638 0738 0813 0853 --- 0953 at -- 53 --- 1453 ---Hatton, Salt Box 0613 0633 0643 0743 0818 0858 --- 0958 these -- 58 --- 1458 ---Tutbury, High Street 0619 0639 0649 0749 0824 0904 --- 1004 mins -- 04 until --- 1504 ---Tutbury, Holts Lane 0621 0641 0651 0751 0826 --- 0931 --- past 31 -- 1431 --- 1536Tutbury, Duke Street 0626 0646 0656 0756 0831 --- 0936 --- each 36 -- 1436 --- 1541Rolleston, Spread Eagle 0630 0650 0700 0800 0835 0911 0941 1011 hour 41 11 1441 1511 1546Beam Hill, Beacon 0637 0657 0707 0807 0842 0918 --- 1018 -- 18 --- 1518 ---Horninglow, St Mary's Drive --- --- --- --- --- --- 0950 --- 50 -- 1450 --- 1555Burton, High Street 0649 0709 0719 0819 0854 0930 1000 1030 00 30 1500 1530 1605

Route Number 1 1 1 1 1 1 1 1 1 1Note Sch C C C CUttoxeter, Bus Station 1520 1540 --- 1640 1740 1845 1945 2045 2145 2245Doveridge, Post Office 1527 1547 --- 1647 1747 1852 1952 2052 2152 2252Sudbury, Vernon Arms --- 1553 --- 1653 1753 1858 1958 2058 2158 2258Foston Village --- 1558 --- 1658 1758 1901 2001 2101 2201 2301Hatton, Salt Box --- 1603 --- 1703 1803 1905 2005 2105 2205 2305Tutbury, High Street --- 1609 --- 1709 1809 1910 2010 2110 2210 2310Tutbury, Holts Lane --- --- 1636 --- 1811 1912 2012 2112 2212 2312Tutbury, Duke Street --- --- 1641 --- 1816 1917 2017 2117 2217 2317Rolleston, Spread Eagle --- 1616 1646 1716 1821 --- --- --- --- ---Beam Hill, Beacon --- 1623 --- 1723 1827 1919 2019 2119 2219 2319Horninglow, St Mary's Drive --- --- 1655 --- --- --- --- --- --- ---Burton, High Street --- 1635 1705 1735 1837 1929 2029 2129 2229 2329

NotesNS - Not Saturday S - Saturday only C - Commences from Pennycroft Road as service 4 Sch - Schooldays only.

1Monday to Saturday

Route Number 1 1 1 1 1 1 1 1 1 1 1 1 1Day Code NS NS S every 30 mins Burton, High Street 0620 0650 0710 0720 0835 0905 35 05 1435 1510 1540 1610 1640Horninglow, St Mary's Drive --- --- --- --- --- 0915 -- 15 --- 1520 --- 1620 ---Beam Hill, Beacon 0632 0703 0723 0732 0848 --- 48 -- 1448 --- 1553 1623 1653Rolleston, Spread Eagle 0637 0709 0729 0737 0854 0924 then 54 24 1454 1529 1559 1629 1659Tutbury, Duke Street 0642 0714 0734 0742 --- 0929 at -- 29 --- 1534 --- 1634 ---Tutbury, Holts Lane 0644 0716 0736 0744 --- 0931 these -- 31 until --- 1536 --- 1636 ---Tutbury, High Street 0648 0721 0741 0748 0859 --- mins 59 -- 1459 --- 1604 --- 1704Hatton, Salt Box 0652 0726 0746 0752 0906 --- past 06 -- 1506 --- 1611 --- 1711Foston Hall 0658 0732 0752 0758 0912 --- each 12 -- 1512 --- 1617 --- 1717Sudbury, Vernon Arms 0701 0735 0755 0801 0915 --- hour 15 -- 1515 --- 1620 --- 1720Doveridge, Post Office 0707 0741 0801 0807 0921 --- 21 -- 1521 --- 1626 --- 1726Uttoxeter, Bus Station 0715 0749 0809 0819 0929 --- 29 -- 1529 --- 1634 --- 1734

Route Number 1 1 1 1 1 1 1Burton, High Street 1710 1740 1835 1935 2035 2135 2235Beam Hill, Beacon 1723 1753 1845 1945 2045 2145 2245Rolleston, Spread Eagle 1729 1759 --- --- --- --- ---Tutbury, Duke Street 1734 1804 1850 1950 2050 2150 2250Tutbury, Holts Lane 1736 1806 1852 1952 2052 2152 2252Tutbury, High Street 1741 1811 1855 1955 2055 2155 2255Hatton, Salt Box 1746 1816 1900 2000 2100 2200 2300Foston Hall 1752 1822 1905 2005 2105 2205 2305Sudbury, Vernon Arms 1755 1825 1908 2008 2108 2208 2308Doveridge, Post Office 1801 1831 1914 2014 2114 2214 2314Uttoxeter, Bus Station 1809 1839 1921 2021 2121 2221 2321

C C C C C

Notes

Burton - Beam Hill - Rolleston - Tutbury - Hatton - Foston - Sudbury - Doveridge - Uttoxeter

NS - Not Saturday C - Continues to Pennycroft Road as service 4 Sch - Schooldays only.

Uttoxeter - Sudbury - Hatton - Tutbury - Beam Hill - Burton 1ESunday and Bank Holiday Mondays operated by Wardles Transport

wardletransport.comRoute Number 1E 1E 1E 1E 1E 1EUttoxeter, Bus Station 0825 1025 1225 1425 1625 1825Doveridge, Post Office 0832 1032 1232 1432 1632 1832Sudbury, Vernon Arms 0838 1038 1238 1438 1638 1838Foston Village 0841 1041 1241 1441 1641 1841Foston, Dove Valley Park 0842 1042 1242 1442 1642 1842Hatton, Salt Box 0845 1045 1245 1445 1645 1845Tutbury, High Street 0850 1050 1250 1450 1650 1850Tutbury, Holts Lane 0852 1052 1252 1452 1652 1852Tutbury, Duke Street 0856 1056 1256 1456 1656 1856Beam Hill, Beacon 0859 1059 1259 1459 1659 1859Horninglow, Church 0902 1102 1302 1502 1702 1902Burton, Rail Station 0907 1107 1307 1507 1707 1907Burton, New Street 0910 1110 1310 1510 1710 1910

Sunday buses are operated by Wardle Transport - all Arriva Midlands multi-journey tickets accepted.

Burton - Beam Hill - Tutbury - Hatton - Sudbury - Uttoxeter 1ESunday and Bank Holiday Mondays operated by Wardles Transport

wardletransport.comRoute Number 1E 1E 1E 1E 1E 1EBurton, High Street 0935 1135 1335 1535 1735 1935Burton, Rail Station 0938 1138 1338 1538 1738 1938Horninglow, Church 0943 1143 1343 1543 1743 1943Beam Hill, Beacon 0945 1145 1345 1545 1745 1945Tutbury, Duke Street 0950 1150 1350 1550 1750 1950Tutbury, Holts Lane 0952 1152 1352 1552 1752 1952Tutbury, High Street 0955 1155 1355 1555 1755 1955Hatton, Salt Box 1000 1200 1400 1600 1800 2000Foston, Dove Valley Park 1003 1203 1403 1603 1803 2003Foston Hall 1005 1205 1405 1605 1805 2005Sudbury, Vernon Arms 1007 1207 1407 1607 1807 2007Doveridge, Post Office 1014 1214 1414 1614 1814 2014Uttoxeter, Bus Station 1021 1221 1421 1621 1821 2021

Sunday buses are operated by Wardle Transport - all Arriva Midlands multi-journey tickets accepted.

Uttoxeter - Draycott - Newborough - Hanbury - Burton 402Monday to Saturday

Route Number 402 402 402 402 402 402Uttoxeter, Bus Station, Bay 1 0730 0930 1130 1330 1540 1730Uttoxeter, Tesco 0732 0932 1132 1332 1542 1732Uttoxeter, Rail Station 0733 0933 1133 1333 1543 1733Netherland Green 0738 0938 1138 1338 1548 1738Marchington, Bulls Head 0743 0943 1143 1343 1553 1743Draycott in the Clay, Fountain 0748 0948 1148 1348 1558 1748Dovegate Prison 0753 0953 1153 1353 1603 ---Draycott in the Clay, Fountain 0758 0958 1158 1358 1608 ---Newborough, Church 0804 1004 1204 1404 1614 1754 Abbots Bromley --- --- --- --- 1625 1805Hanbury, Bus Shelter 0811 1011 1211 1411 1643 ---Anslow, School 0821 1021 1221 1421 1653 ---Beam Hill, Beacon 0825 1025 1225 1425 1657 ---Burton, Queens Hospital 0829 1029 1229 1429 1701 ---Burton, Rail Station 0834 1034 1234 1434 1706 ---Burton, New Street 0838 1038 1238 1438 1710 ---

Burton - Hanbury - Newborough - Draycott - Uttoxeter 402Monday to Saturday

Route Number 402 402 402 402 402 402 402 Day Code NS S Burton, New Street --- --- 0845 1045 1245 1445 1715Burton, Rail Station --- --- 0848 1048 1248 1448 1719Burton,Queens Hospital --- --- 0852 1052 1252 1452 1723Beam Hill, Beacon --- --- 0856 1056 1256 1456 1727Anslow, School --- --- 0900 1100 1300 1500 1731Hanbury, Bus Shelter --- --- 0909 1109 1309 1509 1740 Abbots Bromley 0755 0815 --- --- --- --- ---Newborough, Church --- --- 0916 1116 1316 1516 1747Draycott in the Clay, Fountain --- --- 0922 1122 1322 1522 1753Dovegate Prison --- --- 0927 1127 1327 1527 1758Draycott in the Clay, Fountain 0808 0828 0932 1132 1332 1532 1803Marchington, Bulls Head 0813 0833 0937 1137 1337 1537 1808Netherland Green 0818 0838 0942 1142 1342 1542 1813Uttoxeter, George Elliott Close --- --- 0945 --- --- --- ---Uttoxeter, Kingfisher Way --- --- 0948 --- --- --- ---Uttoxeter, Rail Station 0823 0843 --- 1147 1347 1547 1818Uttoxeter, Bus Station 0825 0845 0956 1149 1349 1549 1821Uttoxeter, Tesco --- --- C C C --- ---

FULL LISTING Run on:13/ 10/2011

AccsMap - Accident Analysis System

(60) months

Notes:

A511 Horninglow Street

Selection:

andAccidents between dates 31/05/201101/06/2006

Selected using Manual Selection

06420201 511ARoad: Grid Reference: 324100424590Acc. Ref. No:

17-July-2006Time: 1132

Fine without high winds

Dry

Daylight:street lights present

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

MondayEast Staffordshire

Location: HORNINGLOW RD BURTON APPROX 15 MTRS N/W J/W DALLOW ST

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the Unclassified5 controlled by agive way or uncontrolled..

Special conditions and hazards: None

Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 2. The male driver aged 18 lived in DE65 had regularly travelled through the site before.

Vehicle 2 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 1. The male driver aged 26 lived in DE11 had regularly travelled through the site before.

Casualty 1 (Vehicle 2) A male driver aged 26 suffered a slight injury.

Contributory Factors

Following too closeVehicle 1

Vehicle 1 Sudden braking


25-July-2006Time: 1230


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

TuesdayEast Staffordshire

Location: HORNINGLOW ST LITTLE BURTON APPROX 283MTRS SE J/W DERBY RD

The accident occured on the A511, a single carriageway .


Vehicle 1 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of ajunction and collided with vehicle 2. The female driver aged 24 lived in LE67.

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 1. The male driver aged 28 lived in DE11.

Vehicle 3 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of ajunction and collided with vehicle 1. The female driver aged 28 lived in DE13.

Casualty 1 (Vehicle 1) A female driver aged 24 suffered a slight injury.


Failed to look properlyVehicle 2

06421578 5DRoad: Grid Reference: 324080424600Acc. Ref. No:

28-July-2006Time: 1350


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

FridayEast Staffordshire

Location: DALLOW ST J/W HORNINGLOW RD BUTON

The accident occured at a T or staggered junction on the D5, a single carriageway at its junction with the A511 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from N to W was turning right on the main carriageway. The vehicle was entering main road. The male driver aged 29lived in DE14 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 41 suffered a slight injury crossing from driver's nearside1.


Poor turn or manoevreVehicle 1

Vehicle 1 Failed to look properly

1Registered to: Staffordshire County Council



(60) months

Notes:


Selection:




31-July-2006Time: 1140


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST APPROX 10MTRS SE J/W DERBY ST BOT

The accident occured at a roundabout on the A511, at its junction with the A5121 controlled by a give way or uncontrolled..


Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from SE to SW was turning left on the main carriageway. The vehicle was mid junction -on roundabout or main road and collided with vehicle 2. The untraced driver of an unknown age .

Vehicle 2 Pedal Cycle, travelling from SE to NW was starting on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The male driver aged 55 lived in DE11.

Casualty 1 (Vehicle 2) A male rider aged 55 suffered a slight injury.


Road layout (eg bend, hill etc.)Vehicle 1

Vehicle 1 Following too close


Vehicle 1 Passing too close to cyclist, horse rider or pedestrian


07-September-2006Time: 0536


Dry

Darkness: street lights present and lit

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

ThursdayEast Staffordshire

Location: DERBY RD R/ABOUT J/W HORNINGLOW ST BURTON



Vehicle 1 Car, travelling from S to NW was starting on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2.The male driver aged 41 lived in DE11.

Vehicle 2 Pedal Cycle, travelling from NE to W was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout ormain road and collided with vehicle 1. The male driver aged 28 lived in DE14.

Vehicle 3 Car, travelling from NW to S was going ahead other on the main carriageway. The vehicle was leaving roundabout. The untraced driverof an unknown age .



Vehicle blind spotVehicle 1

Vehicle 3 Careless/Reckless/In a hurry



07-October-2006Time: 1735


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

SaturdayEast Staffordshire

Location: DERBY RD R/ABOUT J/W HORNINGLOW ST BURTON



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The male driver aged 21 lived in SO41 had not travelled through the site before.

Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The female driver aged 23 lived in DE14 had regularly travelled through the site before.




Vehicle 1 Junction overshoot

Vehicle 1 Junction restart




(60) months

Notes:


Selection:



06426807 5018BRoad: Grid Reference: 323570424830Acc. Ref. No:



Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

SundayEast Staffordshire

Location: HAWKINS LANE APP 10MTRS N/E J/E HORNINGLOW ST BURTON

The accident occured at a T or staggered junction on the B5018, a single carriageway at its junction with the A511 controlled by automatictraffic signal(s)..


Vehicle 1 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle cleared junction or waiting/parked at junction exitand collided with vehicle 3. The male driver aged 28 lived in DE13.

Vehicle 2 Taxi/Private hire car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit and collided with vehicle 1. The male driver aged 40 lived in DE14.

Vehicle 3 Car, on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 1. The untraceddriver of an unknown age lived in DE14.

Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 25 suffered a slight injury.

Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 26 suffered a slight injury.


Impaired by alcoholVehicle 1


29-November-2006Time: 2130


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:

WednesdayEast Staffordshire

Location: HORNINGLOW RD APPROX 14 MTRS NW J/W DALLOW ST



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 27 lived in DE14.

Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 1. The female driver aged 39 lived in DE14.





Careless/Reckless/In a hurryVehicle 1


08-January-2007Time: 1645

Raining without high winds

Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ROAD J/W DERBY ROAD SHOBNALL



Vehicle 1 Car, travelling from S to NE was stopping on the main carriageway. The vehicle was mid junction - on roundabout or main road andcollided with vehicle 2. The male driver aged 35 lived in DE15.

Vehicle 2 Pedal Cycle, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout andcollided with vehicle 1. The male driver of an unknown age lived in DE13.

Casualty 1 (Vehicle 2) A male rider age unknown suffered a slight injury.


Failed to judge other persons path or speedVehicle 1

Vehicle 2 Cyclist wearing dark clothing at night




(60) months

Notes:


Selection:






Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY ROAD J/W HORNINGLOW ST BURTON

The accident occured at a roundabout on the A5121, at its junction with the A511 controlled by a give way or uncontrolled. There was acentral reservation within 50 metres..


Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The female driver aged 56 lived in DE23 had regularly travelled through the site before.

Vehicle 2 Pedal Cycle, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundaboutor main road and collided with vehicle 1. The male driver aged 23 lived in DE14 had regularly travelled through the site before.




Vehicle 1 Failed to judge other persons path or speed


20-February-2007Time: 2045


Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD J/W DERBY RD SHOBNALL



Vehicle 1 Car, travelling from NW to S was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 2. The female driver aged 24 lived in DE11 had regularly travelled through the site before.

Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The male driver aged 24 lived in DE14 had regularly travelled through the site before.





Exceeding speed limitVehicle 2






Dry


Road surface

Speed limit: 30

SERIOUS

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST J/W HAWKINS LN BOT

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the B5018 controlled by automatictraffic signal(s)..


Vehicle 1 Motorcycle 50cc and under, travelling from S to E was turning right on the main carriageway. The vehicle was mid junction - onroundabout or main road and collided with vehicle 2. The male driver aged 16 lived in DE13.

Vehicle 2 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main roadand collided with vehicle 1. The male driver aged 33 lived in DE15 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male rider aged 16 suffered a serious injury.




Vehicle 1 Inexperienced or learner driver/rider




(60) months

Notes:


Selection:



070X0446 5121ARoad: Grid Reference: 324050424650Acc. Ref. No:

22-December-2007Time: 0115


Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY RD R/B J/W HORNINGLOW RD B.O.T



Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 2. The male driver of an unknown age lived in DE14 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering main road and collided withvehicle 1. The male driver aged 33 had regularly travelled through the site before.





070X0410 5121ARoad: Grid Reference: 324050424650Acc. Ref. No:



Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY TURN R'BOUT BURTON J/W HORNINGLOW RD



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The female driver aged 71 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Motorcycle over 500cc, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - onroundabout or main road and collided with vehicle 1. The male driver aged 46 lived in DE13 had regularly travelled through the site before.



Disobeyed Give Way or Stop sign or markingsVehicle 1




09-April-2008Time: 1125


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY ST.R/B J/W HORNINGLOW ST.BURTON.

The accident occured at a roundabout on the A5121, a single carriageway at its junction with the A511 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from SW to SE was turning right on the main carriageway. The vehicle was entering roundabout and collided with vehicle2. The male driver aged 79 lived in DE15.

Vehicle 2 Motor Cycle over 125 cc and up to 500cc, travelling from SE to NW was going ahead other on the main carriageway. The vehicle wasmid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 26 had regularly travelled through the site before.







(60) months

Notes:


Selection:




23-April-2008Time: 1209


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HAWKINS LN. J/W HORNINGLOW ST. BURTON.

The accident occured at a crossroads on the B5018, a single carriageway at its junction with the A511 controlled by automatic trafficsignal(s)..


Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from NW to NE was turning left on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit. The male driver aged 43 lived in LE65 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 15 suffered a slight injury9.


Careless/Reckless/In a hurryCasualty 1


24-April-2008Time: 1045


Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST BURTON J/W HAWKINS LANE

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the B5018 controlled by automatictraffic signal(s). There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The male driver aged 61 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The female driver aged 46 lived in DE11 had regularly travelled through the site before.




12-June-2008Time: 1740


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST APPROX 10MTRS NTH J/W HAWKINS LANE BURTON

The accident occured at an other junction on the A511, a single carriageway at its junction with the B5018 controlled by automatic trafficsignal(s)..


Vehicle 1 Car, travelling from NW to SE was overtaking a moving vehicle on the offside on the main carriageway. The vehicle was approachingjunction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 53 lived in DE14 had regularly travelled through the site before.

Vehicle 2 Pedal Cycle, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 35 lived in DE15 had regularly travelled through the site before.

Vehicle 3 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach. The female driver aged 23 had regularly travelled through the site before.





(60) months

Notes:


Selection:






Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST APPROX 13MTS SE BREWERY FLYOVER/HAWKINS LN BURTON

The accident occured at a crossroads on the A511, a single carriageway at its junction with the B5018 controlled by automatic trafficsignal(s). There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from NW to SE was overtaking a moving vehicle on the offside on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit and collided with vehicle 2. The male driver aged 46 lived in DE13.

Vehicle 2 Pedal Cycle, travelling from NW to SE was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parkedat junction exit and collided with vehicle 1. The female driver aged 41 lived in DE15 had regularly travelled through the site before.

Casualty 1 (Vehicle 2) A female rider aged 41 suffered a slight injury.



Vehicle 1 Passing too close to cyclist, horse rider or pedestrian



Raining with high winds

Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY RD APPROX 15MTS NE J/W HORNINGLOW RD R'BOUT BURTON

The accident occured at a roundabout on the A5121, at its junction with the A5121 controlled by a give way or uncontrolled. There was acentral reservation within 50 metres..


Vehicle 1 Car, travelling from NW to NE was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 2. The female driver aged 28 lived in DE15.

Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 1. The male driver aged 42 lived in DE23.








Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST.J/W HAWKINS LN.BURTON.

The accident occured at a crossroads on the A511, a single carriageway at its junction with the B5018 controlled by automatic trafficsignal(s)..


Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 20.

Vehicle 2 Pedal Cycle, travelling from SE to NE was waiting to turn right on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 36 lived in DE65 had regularly travelled through the site before.



Loss of controlVehicle 1


Vehicle 1 Distraction in vehicle




(60) months

Notes:


Selection:




26-March-2009Time: 2229


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY TURN ISLAND J/W HORNINGLOW ST B.O.T.



Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering main road and collided withvehicle 2. The male driver aged 76 lived in DE15 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SW was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main roadand collided with vehicle 1. The female driver aged 26 lived in DE14 had regularly travelled through the site before.




07-May-2009Time: 0636


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY RD.R/B J/W DERBY ST. BURTON.



Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The male driver aged 40 lived in DE15 had regularly travelled through the site before.

Vehicle 2 Motorcycle 50cc and under, travelling from NE to NW was turning right on the main carriageway. The vehicle was mid junction - onroundabout or main road and collided with vehicle 1. The male driver aged 56 lived in DE13 had regularly travelled through the site before.



Dazzling sunVehicle 1


28-June-2009Time: 2340


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY ROAD R'BOUT J/W HORNINGLOW ROAD CLAY MILLS BOT



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The male driver aged 19 lived in DE12 had occasionally travelled through the site before.

Vehicle 2 Taxi/Private hire car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - onroundabout or main road and collided with vehicle 1. The male driver aged 56 lived in DE14 had regularly travelled through the site before.







(60) months

Notes:


Selection:




01-July-2009Time: 0115


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY TURN R/B J/W HORNINGLOW ROAD BURTON.



Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 2. The male driver aged 44 lived in S40 .

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The male driver aged 37 lived in DE14 had regularly travelled through the site before.







Vehicle 2 Emergency vehicle on call




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST BURTON 20MTRS STH J/W DERBY RD R'BOUT

The accident occured at a roundabout on the A511, a single carriageway at its junction with the A5121 controlled by a give way oruncontrolled. There was a central reservation within 50 metres..


Vehicle 1 Motorcycle over 500cc, travelling from S to N was overtaking a moving vehicle on the offside on the main carriageway. The vehicle wasapproaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 55 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from S to NE was changing lane to right on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 24 lived in DE13 had regularly travelled through the site before.




Vehicle 2 Failed to signal/Misleading signal



Vehicle 1 Poor turn or manoevre

Vehicle 1 Stationary or parked vehicle




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST OPP J/W HAWKINS LANE BURTON

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the B5018 controlled by a give wayor uncontrolled. There was a central reservation within 50 metres..


Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was midjunction - on roundabout or main road. The male driver aged 69 had occasionally travelled through the site before.



Failed to look properlyCasualty 1

Casualty 1 Impaired by alcohol




(60) months

Notes:


Selection:




12-May-2010Time: 1642


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST J/W BROOK ST HAWKINS LANE BURTON

The accident occured at a crossroads on the A511, a single carriageway at its junction with the B5018 controlled by automatic trafficsignal(s). There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach. The female driver aged 54 lived in DE13 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 20 suffered a slight injury crossing from driver's offside6.




29-May-2010Time: 1215


Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD BURTON ON BRIDGE APPROX 141MTS SE DERBY ST R'BT



Vehicle 1 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of ajunction and collided with vehicle 2. The male driver aged 50 lived in ST11.

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 1. The male driver of an unknown age lived in SK23.




Slippery road (due to weather)Vehicle 2


08-June-2010Time: 0725


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY ST BURTON APPROX 10MTS SW J/W DERBY RD R'BT



Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The female driver aged 30.

Vehicle 2 Car, travelling from SW to NE was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The female driver aged 26 lived in DE14 had regularly travelled through the site before.








(60) months

Notes:


Selection:




14-June-2010Time: 0830


Dry

Daylight: street lighting unknown

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY ST J/W HORNINGLOW RD DERBY TURN



Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach. The female driver aged 42 lived in DE13 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A female pedestrian aged 17 suffered a slight injury crossing from driver's nearside4.



Casualty 1 Failed to judge vehicles path or speed


16-June-2010Time: 1720


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY RD.R/B J/W HORNINGLOW ST.DERBY TURN B.O.T.



Vehicle 1 Car, travelling from NE to SW was starting on the main carriageway. The vehicle was approaching junction or waiting/parked at junctionapproach and collided with vehicle 2. The female driver aged 20.

Vehicle 2 Pedal Cycle, travelling from NE to SW was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 39 lived in DE14 had regularly travelled through the site before.





Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: DERBY RD R'BOUT BURTON J/W HORNINGLOW ST



Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from SE to NW was changing lane to left on the main carriageway. The vehicle wasentering roundabout and collided with vehicle 2. The untraced driver of an unknown age .

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering roundabout and collided withvehicle 1. The female driver aged 34 lived in DE13 had regularly travelled through the site before.







(60) months

Notes:


Selection:






Wet/Damp

Daylight: no street lighting

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD APPROX 8 MTS NW J/W DALLOW STREET

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the Unclassified5 controlled by agive way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from W to NW was turning left on the main carriageway. The vehicle was entering main road and collided with vehicle 2.The untraced driver of an unknown age .

Vehicle 2 Taxi/Private hire car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit and collided with vehicle 1. The male driver aged 28 lived in DE14 had regularly travelled through the site before.






Snowing without high winds

Snow


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST.R/B J/W DERBY ST.B.O.T.



Vehicle 1 Car, travelling from SW to N was reversing on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2.The male driver aged 25 lived in DE14 had regularly travelled through the site before.

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided withvehicle 1. The male driver aged 66 lived in DE14 had regularly travelled through the site before.



Rain, sleet, snow, or fogVehicle 1




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: A511 J/W DERBYTURN ROUNDABOUT



Vehicle 1 Car, travelling from NE to NW was turning right on the main carriageway. The vehicle was leaving roundabout. The male driver aged 73lived in DE13.




Casualty 1 Pedestrian wearing dark clothing at night





(60) months

Notes:


Selection:






Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD.J/W DALLOW ST.B.O.T.



Vehicle 1 Car, travelling from SW to SE was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle2. The male driver of an unknown age lived in DE14.

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The female driver aged 37 lived in DE13 had regularly travelled through the site before.








Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW ST BURTON APPROACHING J/W ENT G HODGES & SON

The accident occured at a private drive on the A511, a single carriageway controlled by a give way or uncontrolled..


Vehicle 1 Car, travelling from SE to W was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 18 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The female driver aged 42 lived in DE13.





13-May-2011Time: 1339


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD APPROX 20MTS NW J/W DERBY RD AT THE DERBY TURN P.H



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 41 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The female driver aged 29 lived in DE13 had regularly travelled through the site before.

Vehicle 3 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 2. The male driver aged 51 lived in DE23 had regularly travelled through the site before.







(60) months

Notes:

A511 Tutbury Road

Selection:



06418723 240CRoad: Grid Reference: 325690424130Acc. Ref. No:

24-June-2006Time: 1820

Unknown

Dry

Daylight: street lighting unknown

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: OS 57 ROLLESTON RD APPROX 5MTRS SE J/W ST MARYS DR HORNINGLOW

The accident occured at a private drive on the C240, a single carriageway at its junction with the Unclassified9 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from SW to NE was starting on footway. The vehicle was approaching junction or waiting/parked at junction approachand collided with vehicle 2. The male driver aged 51 lived in LE5 .

Vehicle 2 Pedal Cycle, travelling from SE to NW was going ahead other on footway. The vehicle was approaching junction or waiting/parked atjunction approach and collided with vehicle 1. The male driver aged 20.






16-July-2006Time: 1830


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: FIELD LANE BURTON APPROX 15MTRS WEST J/W CALAIS RD

The accident occured at a T or staggered junction on the D8, a single carriageway at its junction with the Unclassified8 controlled by a giveway or uncontrolled..


Vehicle 1 Car, travelling from W to E was reversing on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit andcollided with vehicle 2. The female driver aged 17.

Vehicle 2 Car, travelling from E to W on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided withvehicle 1. The male driver aged 40.





Vehicle 1 Loss of control

Vehicle 1 Stationary or parked vehicle

Vehicle 1 Vehicle blind spot




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNBROOK ROAD 15MTS EAST OF POPLARS ROAD HORNINGLOW BURTON

The accident occured at a T or staggered junction on the D9, a single carriageway at its junction with the Unclassified9 controlled by a giveway or uncontrolled..


Vehicle 1 Car, travelling from NW to SE was overtaking a static vehicle on the offside on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit. The female driver aged 22 lived in DE14 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 10 suffered a slight injury crossing from driver's offside masked2.



Casualty 1 Careless/Reckless/In a hurry




(60) months

Notes:

A511 Tutbury Road

Selection:






Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD BURTON J/W HAREHEDGE LANE

The accident occured at a T or staggered junction on the C240, a single carriageway at its junction with the C58 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from W to SE was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2.The untraced driver of an unknown age .

Vehicle 2 Pedal Cycle, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundaboutor main road and collided with vehicle 1. The male driver aged 18 lived in DE13 had regularly travelled through the site before.







Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON ROAD J/W HAREHEDGE LANE STRETTON BURTON

The accident occured at a crossroads on the C240, a single carriageway at its junction with the C58 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering main road and collided withvehicle 2. The male driver aged 19 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main roadand collided with vehicle 1. The female driver aged 35 lived in DE13 had regularly travelled through the site before.





13-March-2007Time: 0840


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HAREHEDGE LN ADJ NAJELUEM BARN B.O.T

The accident occured on the C58, a single carriageway .


Vehicle 1 Car, travelling from W to E was overtaking a static vehicle on the offside on the main carriageway. The vehicle was not at, or within20M of a junction. The male driver aged 46 lived in DE13.

Vehicle 2 Bus or coach, on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 23 lived in DE14.

Casualty 1 (Vehicle 1) A female pedestrian aged 13 suffered a slight injury9.


Crossed road masked by stationary vehCasualty 1





(60) months

Notes:

A511 Tutbury Road

Selection:




19-May-2007Time: 1945


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NORTH J/W ROLLESTON RD HORNINGLOW

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the C240 controlled by a give wayor uncontrolled..


Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 24 lived in DE13.

Vehicle 2 Car, travelling from SE to NE was waiting to turn right on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 1. The male driver aged 20.










26-July-2007Time: 0720


Wet/Damp


Road surface

Speed limit: 60

SERIOUS

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD APPROX 40MTS N/TH HORNINGLOW NORTH BOT



Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 2. The female driver aged 40 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Bus or coach, travelling from S to N was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junctionand skidded and collided with vehicle 1. The male driver aged 40 had regularly travelled through the site before.


Casualty 2 (Vehicle 1) A female vehicle or pillion passenger age unknown suffered a serious injury.

Casualty 3 (Vehicle 2) A male driver aged 40 suffered a serious injury.





Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD BURTON APPROX 10 MTRS N/W J/W CASTLE PARK RD



Vehicle 1 Minibus, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 2. The male driver aged 83 lived in DE14 had regularly travelled through the site before.

Vehicle 2 Bus or coach, travelling from NW to SE on the main carriageway. The vehicle was approaching junction or waiting/parked at junctionapproach and collided with vehicle 1. The male driver aged 28 lived in DE24 had regularly travelled through the site before.





Vehicle 1 Travelling too fast for conditions




(60) months

Notes:

A511 Tutbury Road

Selection:






Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD J/W HAREHEDGE LA ROLLESTON ON DOVE

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the C58 controlled by automatictraffic signal(s). There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from S to N was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road.The female driver aged 58 lived in DE65 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 45 suffered a slight injury9.



Casualty 1 Wrong use of pedestrian crossing facility




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD BURTON APPROX 6 MTRS NTH J/W HAREHEDGE LANE

The accident occured at a crossroads on the A511, a single carriageway at its junction with the C58 controlled by automatic trafficsignal(s). There was a pelican/puffin/toucan within 50 metres..

Special conditions and hazards: Road works

Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked atjunction approach and collided with vehicle 2. The male driver of an unknown age lived in DE65.

Vehicle 2 Car, travelling from N to S was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver of an unknown age lived in DE15 had occasionally travelled through the site before.






03-March-2008Time: 1923


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON ROAD XRD J/W HAREHEDGE LANE/BITHAM LANE STRETTON BOT



Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach. The male driver aged 28 lived in DE13.









(60) months

Notes:

A511 Tutbury Road

Selection:




08-May-2008Time: 1515


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD BURTON APPROX 24MTRS SE J/W FOREST EDGE WAY

The accident occured on the A511, a dual carriageway There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 2. The male driver aged 79 lived in de13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from SE to NW was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and collidedwith vehicle 1. The female driver aged 24 lived in de65 had regularly travelled through the site before.

Vehicle 3 Goods 3.5 tonnes mgw and under, travelling from SE to NW was stopping on the main carriageway. The vehicle was not at, or within20M of a junction and collided with vehicle 2. The male driver aged 44 lived in de14 had regularly travelled through the site before.







23-June-2008Time: 1910


Dry


Road surface

Speed limit: 30

SERIOUS

District Council:

Severity:

Lighting: Weather:


Location: FARM ROAD BURTON OPP. NO. 7

The accident occured on the D9, a single carriageway .


Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. Thefemale driver aged 54 lived in DE11 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 8 suffered a serious injury9.




25-August-2008Time: 1340


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NORTH OS ENT CO OP SUPERMARKET BOT

The accident occured at a private drive on the A511, a single carriageway at its junction with the Unclassified0 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from E to N was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road andcollided with vehicle 2. The male driver aged 63 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Motorcycle over 500cc, travelling from NW to E was going ahead on a left bend on the main carriageway. The vehicle was mid junction- on roundabout or main road and collided with vehicle 1. The male driver aged 46 lived in DE65 had regularly travelled through the site before.









(60) months

Notes:

A511 Tutbury Road

Selection:






Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD.N/TH J/W CALAIS RD.B.O.T.



Vehicle 1 Car, travelling from S to N was turning left on the main carriageway. The vehicle was entering main road and collided with vehicle 2.The male driver of an unknown age lived in DE13.

Vehicle 2 Car, travelling from E to N was going ahead on a right bend on the main carriageway. The vehicle was mid junction - on roundabout ormain road and collided with vehicle 1. The male driver aged 48 lived in ST14 had occasionally travelled through the site before.








Wet/Damp


Road surface

Speed limit: 40

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON ROAD J/W HAREHEDGE LANE STRETTON



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 2. The male driver aged 61 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Pedal Cycle, travelling from W to E was going ahead other on the main carriageway. The vehicle was entering main road and collidedwith vehicle 1. The male driver aged 36.




Vehicle 2 Disobeyed Give Way or Stop sign or markings

Vehicle 2 Cyclist wearing dark clothing at night

Vehicle 2 Defective lights or indicators

Vehicle 2 Slippery road (due to weather)

Vehicle 2 Junction overshoot




Frost/Ice


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NORTH APPROX 55MTS WEST J/W MORLEYS HILL BOT

The accident occured on the A511, a dual carriageway There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from E to NW was going ahead on a right bend on the main carriageway. The vehicle was not at, or within 20M of ajunction. The male driver aged 33 lived in DE13 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 10 suffered a slight injury crossing from driver's nearside masked1.







(60) months

Notes:

A511 Tutbury Road

Selection:




20-March-2009Time: 1920


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON ROAD BURTON J/W BITHAM LANE



Vehicle 1 Car, travelling from E to W was starting on the main carriageway. The vehicle was entering main road and collided with vehicle 2. Thefemale driver aged 81 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from W to SE was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 1.The male driver aged 18 lived in DE13 had regularly travelled through the site before.





14-April-2009Time: 0946


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD.J/W HAREHEDGE LN .BURTON

The accident occured at a crossroads on the A511, a single carriageway at its junction with the C58 controlled by automatic trafficsignal(s). There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from NW to E was turning left on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The untraced driver of an unknown age .

Vehicle 2 Pedal Cycle, travelling from NW to SE was overtaking on the nearside on the main carriageway. The vehicle was mid junction - onroundabout or main road and collided with vehicle 1. The male driver aged 60 lived in DE.





09-May-2009Time: 0850


Dry


Road surface

Speed limit: 30

SERIOUS

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD.STRETTON J/W BITHAM LN.



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and skidded and collided with vehicle 2. The male driver aged 19 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was entering main road and collided withvehicle 1. The male driver aged 26 lived in DE13 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male driver aged 19 suffered a serious injury.



Vehicle 1 Travelling too fast for conditions


Vehicle 1 Aggressive driving





(60) months

Notes:

A511 Tutbury Road

Selection:




14-August-2009Time: 1750


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON ROAD J/W ST ANDREWS DRIVE HORNINGLOW BURTON

The accident occured at a T or staggered junction on the C240, a single carriageway at its junction with the Unclassified9 controlled by agive way or uncontrolled..


Vehicle 1 Pedal Cycle, travelling from SW to S was turning right on the main carriageway. The vehicle was entering main road and collided withvehicle 2. The male driver aged 11 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from S to NW was going ahead on a left bend on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 51 lived in DE13 had regularly travelled through the site before.







Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HAREHEDGE LANE APPROX 40MTS EAST OF TUTBURY ROAD BURTON

The accident occured on the C58, a single carriageway There was a pedestrian phase at the traffic signal junction.


Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. Themale driver aged 73 lived in DE17 had regularly travelled through the site before.

Casualty 1 (Vehicle 1) A male pedestrian aged 12 suffered a slight injury crossing from driver's offside masked1.


Crossed road masked by stationary vehCasualty 1


Casualty 1 Failed to look properly




Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD.NORTH J/W FARM DR.B.O.T.

The accident occured at an other junction on the A511, a single carriageway at its junction with the Unclassified9 controlled by a give wayor uncontrolled. There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked atjunction approach and collided with vehicle 2. The male driver aged 19 lived in DE11.

Vehicle 2 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked atjunction approach and collided with vehicle 1. The female driver aged 45 lived in DE13 had regularly travelled through the site before.








(60) months

Notes:

A511 Tutbury Road

Selection:




28-June-2010Time: 0853


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD.APPROX.30MTS.N/TH J/W ST.MARY'S DR.HORNINGLOW.



Vehicle 1 Motorcycle 50cc and under, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was not at, or within20M of a junction and collided with vehicle 2. The male driver aged 17 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SE was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and collidedwith vehicle 1. The male driver aged 45 lived in DE14 had regularly travelled through the site before.









Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD.J/W ST.ANDREWS DR.HORNINGLOW B.O.T.



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The male driver aged 17 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from NW to SW was waiting to turn right on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The female driver aged 48 lived in DE13 had regularly travelled through the site before.




Inexperienced or learner driver/riderVehicle 1


Vehicle 1 Exceeding speed limit





Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: BITHAM LN.APPROX.50MTS.EAST J/W ROLLESTON RD.



Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from E to W was reversing on the main carriageway. The vehicle was not at, or within 20Mof a junction and collided with vehicle 2. The male driver of an unknown age had regularly travelled through the site before.

Vehicle 2 Car, travelling from W to E was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of a junctionand collided with vehicle 1. The male driver aged 35 lived in DE13 had occasionally travelled through the site before.









(60) months

Notes:

A511 Tutbury Road

Selection:






Dry

Darkness: street lighting unknown

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD BURTON J/W BITHAM LANE



Vehicle 1 Car, travelling from SE to E was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The male driver aged 49 lived in DE13 had regularly travelled through the site before.












Dry

Darkness: street lighting unknown

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD BURTON O/S NO.230



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 2. The male driver aged 41 lived in DE14.

Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 1. The male driver aged 50 lived in ST14 had occasionally travelled through the site before.








Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NTH J/W CALAIS RD BURTON

The accident occured at a multiple junction on the A511, a single carriageway at its junction with the Unclassified8 controlled by a give wayor uncontrolled. There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from S to E was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The male driver aged 56 lived in DE11 had regularly travelled through the site before.

Vehicle 2 Car, travelling from E to NW was going ahead on a right bend on the main carriageway. The vehicle was mid junction - on roundaboutor main road and collided with vehicle 1. The female driver aged 33 lived in DE13 had regularly travelled through the site before.






Vehicle 1 Junction restart

Vehicle 1 Dazzling sun





(60) months

Notes:

A511 Tutbury Road

Selection:






Dry


Road surface

Speed limit: 30

SERIOUS

District Council:

Severity:

Lighting: Weather:


Location: TUTBURY RD BURTON APPROX 15MTS SE J/W CASTLE PARK RD



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 2. The male driver aged 74 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Bus or coach, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle cleared junction orwaiting/parked at junction exit and collided with vehicle 1. The male driver aged 42 lived in CW12 had regularly travelled through the site before.


Casualty 2 (Vehicle 2) A female vehicle or pillion passenger aged 80 suffered a serious injury.




Vehicle 1 Road layout (eg bend, hill etc.)




Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NOETH J/W FARM RD BURTON



Vehicle 1 Car, travelling from SE to W was going ahead on a left bend on the main carriageway. The vehicle was mid junction - on roundabout ormain road and skidded and overturned. The male driver aged 29 lived in DE14.



Loss of controlVehicle 1

Vehicle 1 Swerved


Vehicle 1 Dazzling headlights


11-April-2011Time: 1255


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HORNINGLOW RD NTH BURTON J/W ROLLESTON RD

The accident occured at a T or staggered junction on the A511, a single carriageway at its junction with the C240 controlled by a give wayor uncontrolled..


Vehicle 1 Car, travelling from NE to SE was turning left on the main carriageway. The vehicle was entering main road and collided with vehicle 2.The male driver aged 86 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Pedal Cycle, travelling from W to SE was going ahead on a right bend on the main carriageway. The vehicle was approaching junctionor waiting/parked at junction approach and collided with vehicle 1. The male driver aged 18 lived in DE11 had regularly travelled through the site before.









(60) months

Notes:

A511 Tutbury Road

Selection:




04-May-2011Time: 1635


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: ROLLESTON RD.J/W BITHAM LN.B.O.T.



Vehicle 1 Car, travelling from SE to E was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The female driver aged 44 lived in DE13 had regularly travelled through the site before.










(60) months

Notes:

Bridge Street

Selection:





Raining with high winds

Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HILLFIELD LN J/W MAINST/BRIDGE ST STRETTON B-O-T

The accident occured at a crossroads on the C58, a single carriageway at its junction with the C58 controlled by a give way or uncontrolled.There was a pelican/puffin/toucan within 50 metres..


Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parkedat junction approach and collided with vehicle 2. The female driver aged 51 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Motor Cycle over 125 cc and up to 500cc, travelling from SW to NE was going ahead other on the main carriageway. The vehicle wasapproaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 45 lived in DE13.





Vehicle 1 Rain, sleet, snow, or fog


03-May-2007Time: 1610


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: BRIDGE ST APPROX 10 MTRS W J/W CHURCH RD STRETTON



Vehicle 1 Pedal Cycle, travelling from N to S was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout ormain road and collided with vehicle 2. The male driver aged 10 lived in DE13.

Vehicle 2 Car, travelling from N to W was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked at junctionexit and collided with vehicle 1. The male driver aged 81 lived in DE13.





Vehicle 1 Cyclist entering road from pavement




Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: MAIN ST NEAR J/W THE GREEN STRETTON BURTON



Vehicle 1 Motorcycle 50cc and under, travelling from N to S was going ahead other on the main carriageway. The vehicle was not at, or within20M of a junction. The male driver aged 22 lived in DE14 had regularly travelled through the site before.





Vehicle 1 Impaired by alcohol

Vehicle 1 Aggressive driving





(60) months

Notes:

Bridge Street

Selection:




05-April-2009Time: 1430


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: CHURCH RD.J/W BRIDGE ST.STRETTON.

The accident occured at a T or staggered junction on the D25, a single carriageway at its junction with the C58 controlled by a give way oruncontrolled..


Vehicle 1 Car, travelling from NW to NE was turning left on the main carriageway. The vehicle was leaving main road and collided with vehicle 2.The male driver aged 18 lived in DE13.

Vehicle 2 Car, travelling from NW to NE was going ahead but held up on the main carriageway. The vehicle cleared junction or waiting/parked atjunction exit and collided with vehicle 1. The male driver aged 39 lived in DE13.









Wet/Damp

Darkness: no street lighting

Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: MAIN STREET STRETTON BURTON J/W BRIDGE STREET



Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering main road and collided withvehicle 2. The male driver aged 31 lived in DE11.

Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or mainroad and collided with vehicle 1. The female driver aged 62 had regularly travelled through the site before.





Vehicle 1 Impaired by alcohol




Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: BRIDGE ST.J/W HILLFIELD LN.STRETTON B.O.T.



Vehicle 1 Car, travelling from NW to SW was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle2. The female driver aged 17 lived in DE13 had occasionally travelled through the site before.

Vehicle 2 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle1. The female driver aged 74 lived in DE13 had regularly travelled through the site before.



Failed to signal/Misleading signalVehicle 2





(60) months

Notes:

Hopley Road

Selection:




29-July-2006Time: 1138


Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HOPLE RD O/S NO 45 ANSLOW BURTON



Vehicle 1 Car, travelling from NE to S was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction andcollided with vehicle 2. The female driver aged 30 lived in DE14 had regularly travelled through the site before.

Vehicle 2 Car, on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The untraced driver of anunknown age lived in DE13.






Vehicle 1 Swerved


Vehicle 1 Distraction in vehicle




Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: MAIN RD ANSLOW O/S MOSLEY SCHOOL



Vehicle 1 Car, travelling from N to S was going ahead on a left bend on the main carriageway. The vehicle was not at, or within 20M of a junctionand skidded and collided with vehicle 2. The male driver aged 24 lived in DE13 had regularly travelled through the site before.

Vehicle 2 Car, travelling from S to N was going ahead on a right bend on the main carriageway. The vehicle was not at, or within 20M of ajunction and collided with vehicle 1. The female driver aged 44 lived in DE13 had regularly travelled through the site before.







Dry


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: CALLINGWOOD RD J/W HOPLEY RD ROUGH HAY

The accident occured at a T or staggered junction on the B5017, a single carriageway at its junction with the C58 controlled by a give wayor uncontrolled..


Vehicle 1 Car, travelling from N to W was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road andcollided with vehicle 2. The male driver of an unknown age .

Vehicle 2 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked atjunction approach and collided with vehicle 1. The male driver aged 44 lived in DE14 had regularly travelled through the site before.








(60) months

Notes:

Hopley Road

Selection:





Fine with high winds

Wet/Damp


Road surface

Speed limit: 30

SLIGHT

District Council:

Severity:

Lighting: Weather:


Location: HOPLEY RD BURTON APPROX 6 MTRS NTH J/W HENHURST HILL

The accident occured at a T or staggered junction on the C58, a single carriageway at its junction with the B5017 controlled by a give wayor uncontrolled..


Vehicle 1 Car, travelling from N to S was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junctionapproach and collided with vehicle 2. The female driver aged 32 lived in DE14.

Vehicle 2 Car, travelling from N to S was going ahead but held up on the main carriageway. The vehicle was approaching junction orwaiting/parked at junction approach and collided with vehicle 1. The male driver aged 64 lived in DE13.








Dry


Road surface

Speed limit: 60

FATAL

District Council:

Severity:

Lighting: Weather:


Location: HOPLEY RD ANSLOW BURTON O/S NUMBER 144



Vehicle 1 Motorcycle over 500cc, travelling from N to S was going ahead on a left bend on the main carriageway. The vehicle was not at, or within20M of a junction and collided with vehicle 2. The male driver aged 26 lived in DE11 had not travelled through the site before.

Vehicle 2 Car, travelling from SW to N was going ahead on a left bend on the main carriageway. The vehicle was not at, or within 20M of ajunction and collided with vehicle 1. The female driver aged 37 lived in DE13 had occasionally travelled through the site before.

Casualty 1 (Vehicle 1) A male rider aged 26 suffered a fatal injury.






Revised (from Pells Technical Note) Table 1.1 Modification of LDF matrices from the old Option 3

Site Location

Housing Employment

LDF Option 3

(OLD)

Phil Somerfield Option 1 (NEW)

LDF Option 3

(OLD)

Phil Somerfield Option 1 (NEW)

Redhouse Farm 320 0 Beamhill 2400 850

North of Harehedge Lane 760 400

South of Branston 800 650 18.16

20

Now a B2 / B8 Mix not B1 / B2 / B8

Lawns Farm 0 3000 22 25

Branston Depot 992 500 0 5 Hospital 0 60

Town Centre 500 500 North of Stretton 0 350 Rocester 120 90 Barton 280 250

Tutbury 340 225 West of Uttoxeter 240 500 Additional Uttoxeter 0 690 Employment figures are developable floor areas in hectares.

N.B - Pirelli was amended from what is on the list to:-

• 280 residential units • 3728m2 B1 • 1061m2 B2 • 4246m2 B8 • 568 A4 Pub • 583 A3 Rest. • 90 Bed Hotel

Tesco (Hawkins Lane) was also added into the model.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpi"(drive-on-the-left) at 11:46:06 on Monday, 21 November 2011

RUN INFORMATION *************** RUN TITLE : 218029 Beamhill Road / Eastern Site Access Base 2014 + Dev 120 Units LOCATION : DATE : 21/11/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :

MAJOR/MINOR JUNCTION CAPACITY AND DELAY *************************************** INPUT DATA ---------- MAJOR ROAD (ARM C) --------------------- MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B) ARM A IS Beamhill Road (East) ARM B IS Eastern Site Access ARM C IS Beamhill Road (West)


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- -------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I -------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.20 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I I - VISIBILITY I (VC-B) 90.00 M. I I - BLOCKS TRAFFIC I YES I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 59.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 59.0 M. I I - LANE 1 WIDTH I (WB-C) 3.25 M. I I - LANE 2 WIDTH I (WB-A) 0.00 M. I -------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)

TRAFFIC DEMAND DATA ------------------- ----------------------- I ARM I FLOW SCALE(%) I ----------------------- I A I 100 I I B I 100 I I C I 100 I -----------------------

Demand set: 218029 Beamhill Road / Eastern Site Access Base 2014 + Dev 120 Units AM TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 4.59 I 6.88 I 4.59 I I ARM B I 15.00 I 45.00 I 75.00 I 0.63 I 0.94 I 0.63 I I ARM C I 15.00 I 45.00 I 75.00 I 7.36 I 11.04 I 7.36 I ------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 3 -------------------------------------------------------------------------------- Demand set: 218029 Beamhill Road / Eastern Site Access Base 2014 + Dev 120 Units AM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 07.45 - 08.00 I I I I I I I ARM A I 0.000 I 0.063 I 0.937 I I I I 0.0 I 23.0 I 344.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 1.000 I 0.000 I 0.000 I I I I 50.0 I 0.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 1.000 I 0.000 I 0.000 I I I I 589.0 I 0.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR COMBINED DEMAND SETS AND FOR TIME PERIOD 1

------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I B-AC 0.63 6.75 0.093 0.00 0.10 1.5 0.16 I I C-AB 0.00 8.48 0.000 0.00 0.00 0.0 0.00 I I C-A 7.39 I I A-B 0.29 I I A-C 4.32 I I I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 4 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I B-AC 0.92 5.72 0.160 0.19 0.19 2.8 0.21 I I C-AB 0.00 8.01 0.000 0.00 0.00 0.0 0.00 I I C-A 10.81 I I A-B 0.42 I I A-C 6.31 I I I

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QUEUE FOR STREAM B-AC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.1 08.30 0.2 08.45 0.2 09.00 0.1 09.15 0.1

QUEUE FOR STREAM C-AB ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 5 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 68.8 I 45.9 I 12.7 I 0.18 I 12.7 I 0.18 I I C-AB I 0.0 I 0.0 I 0.0 I 0.00 I 0.0 I 0.00 I I C-A I 810.7 I 540.5 I I I I I I A-B I 31.7 I 21.1 I I I I I I A-C I 473.5 I 315.7 I I I I I --------------------------------------------------------------------------- I ALL I 1384.7 I 923.1 I 12.7 I 0.01 I 12.7 I 0.01 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)


Demand set: 218029 Beamhill Road / Eastern Site Access Base 2014 + Dev 120 Units PM TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 6 -------------------------------------------------------------------------------- DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 6.78 I 10.16 I 6.78 I I ARM B I 15.00 I 45.00 I 75.00 I 0.32 I 0.49 I 0.32 I I ARM C I 15.00 I 45.00 I 75.00 I 3.66 I 5.49 I 3.66 I ------------------------------------------------------------------------------------

Demand set: 218029 Beamhill Road / Eastern Site Access Base 2014 + Dev 120 Units PM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 16.45 - 17.00 I I I I I I I ARM A I 0.000 I 0.076 I 0.924 I I I I 0.0 I 41.0 I 501.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 1.000 I 0.000 I 0.000 I I I I 26.0 I 0.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 1.000 I 0.000 I 0.000 I I I I 293.0 I 0.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA



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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 8 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2014 + Dev 120 Units.vpo - Page 9 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 35.8 I 23.9 I 6.1 I 0.17 I 6.1 I 0.17 I I C-AB I 0.0 I 0.0 I 0.0 I 0.00 I 0.0 I 0.00 I I C-A I 403.3 I 268.9 I I I I I I A-B I 56.4 I 37.6 I I I I I I A-C I 689.6 I 459.7 I I I I I --------------------------------------------------------------------------- I ALL I 1185.1 I 790.1 I 6.1 I 0.01 I 6.1 I 0.01 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 09:46:39 on 21/12/2011]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpi"(drive-on-the-left) at 14:06:57 on Monday, 21 November 2011

RUN INFORMATION *************** RUN TITLE : 218029 Beamhill Road / Eastern Site Access Base 2016 + Full Dev LOCATION : DATE : 21/11/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- -------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I -------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.20 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I I - VISIBILITY I (VC-B) 90.00 M. I I - BLOCKS TRAFFIC I YES I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 59.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 59.0 M. I I - LANE 1 WIDTH I (WB-C) 3.25 M. I I - LANE 2 WIDTH I (WB-A) 0.00 M. I -------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)


Demand set: 218029 Beamhill Road / Eastern Site Access Base 2016 + Full Dev AM TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 3 -------------------------------------------------------------------------------- Demand set: 218029 Beamhill Road / Eastern Site Access Base 2016 + Full Dev AM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 07.45 - 08.00 I I I I I I I ARM A I 0.000 I 0.197 I 0.803 I I I I 0.0 I 86.0 I 351.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 0.792 I 0.000 I 0.208 I I I I 156.0 I 0.0 I 41.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.968 I 0.032 I 0.000 I I I I 601.0 I 20.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA


------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I B-AC 2.47 7.05 0.350 0.00 0.53 7.4 0.21 I I C-AB 0.25 9.12 0.028 0.00 0.03 0.4 0.11 I I A-B 1.08 I I A-C 4.40 I I I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 5 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I B-AC 2.95 6.59 0.448 1.50 0.84 13.4 0.28 I I C-AB 0.30 8.86 0.034 0.05 0.04 0.5 0.12 I I A-B 1.29 I I A-C 5.26 I I I

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QUEUE FOR STREAM B-AC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.5 * 08.15 0.8 * 08.30 1.5 * 08.45 1.5 ** 09.00 0.8 * 09.15 0.6 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 6 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 271.2 I 180.8 I 82.9 I 0.31 I 83.0 I 0.31 I I C-AB I 27.5 I 18.4 I 3.4 I 0.12 I 3.4 I 0.12 I I A-B I 118.4 I 78.9 I I I I I I A-C I 483.1 I 322.1 I I I I I --------------------------------------------------------------------------- I ALL I 1727.4 I 1151.6 I 86.3 I 0.05 I 86.3 I 0.05 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)


Demand set: 218029 Beamhill Road / Eastern Site Access Base 2016 + Full Dev PM TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 7 -------------------------------------------------------------------------------- DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 7.93 I 11.89 I 7.93 I I ARM B I 15.00 I 45.00 I 75.00 I 1.24 I 1.86 I 1.24 I I ARM C I 15.00 I 45.00 I 75.00 I 4.15 I 6.23 I 4.15 I ------------------------------------------------------------------------------------

Demand set: 218029 Beamhill Road / Eastern Site Access Base 2016 + Full Dev PM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 16.45 - 17.00 I I I I I I I ARM A I 0.000 I 0.194 I 0.806 I I I I 0.0 I 123.0 I 511.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 0.838 I 0.000 I 0.162 I I I I 83.0 I 0.0 I 16.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.901 I 0.099 I 0.000 I I I I 299.0 I 33.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA



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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 9 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I B-AC 1.82 5.74 0.316 0.45 0.46 6.8 0.25 I I C-AB 0.61 7.64 0.079 0.09 0.09 1.4 0.14 I I A-B 2.26 I I A-C 9.38 I I I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2016 + Full Dev.vpo - Page 10 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 136.3 I 90.8 I 29.0 I 0.21 I 29.0 I 0.21 I I C-AB I 45.4 I 30.3 I 6.3 I 0.14 I 6.3 I 0.14 I I A-B I 169.3 I 112.9 I I I I I I A-C I 703.4 I 468.9 I I I I I --------------------------------------------------------------------------- I ALL I 1465.9 I 977.3 I 35.2 I 0.02 I 35.2 I 0.02 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 09:47:59 on 21/12/2011]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "Q:\Projects\Projects 218000-218087\218029 - Beamhill Road Burton\Calcs\PICADY\ Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpi"(drive-on-the-left) at 14:07:42 on Monday, 21 November 2011

RUN INFORMATION *************** RUN TITLE : 218029 Beamhill Road / Eastern Site Access Base 2026 + Full Dev LOCATION : DATE : 21/11/11 CLIENT : ENUMERATOR : carlh [NOTT-3C404F8E] JOB NUMBER : STATUS : DESCRIPTION :



-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- -------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I -------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.20 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I I - VISIBILITY I (VC-B) 90.00 M. I I - BLOCKS TRAFFIC I YES I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 59.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 59.0 M. I I - LANE 1 WIDTH I (WB-C) 3.25 M. I I - LANE 2 WIDTH I (WB-A) 0.00 M. I -------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)


Demand set: 218029 Beamhill Road / Eastern Site Access Base 2026 + Full Dev AM TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 3 -------------------------------------------------------------------------------- Demand set: 218029 Beamhill Road / Eastern Site Access Base 2026 + Full Dev AM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 07.45 - 08.00 I I I I I I I ARM A I 0.000 I 0.142 I 0.858 I I I I 0.0 I 77.0 I 466.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 0.712 I 0.000 I 0.288 I I I I 141.0 I 0.0 I 57.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.969 I 0.031 I 0.000 I I I I 863.0 I 28.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA



------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 4 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I B-AC 3.63 4.86 0.747 2.50 2.69 39.2 0.79 I I C-AB 2.41 19.20 0.126 0.30 0.30 4.6 0.06 I I C-A 13.94 I I A-B 1.41 I I A-C 8.55 I I I

------------------------------------------------------------------------------------------------------------------


------------------------------------------------------------------------------------------------------------------



QUEUE FOR STREAM B-AC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.6 * 08.15 1.0 * 08.30 2.5 *** 08.45 2.7 *** 09.00 1.1 * 09.15 0.6 *


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 5 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 272.5 I 181.7 I 122.6 I 0.45 I 122.7 I 0.45 I I C-AB I 143.2 I 95.4 I 16.6 I 0.12 I 16.6 I 0.12 I I C-A I 1083.2 I 722.2 I I I I I I A-B I 106.0 I 70.7 I I I I I I A-C I 641.4 I 427.6 I I I I I --------------------------------------------------------------------------- I ALL I 2246.3 I 1497.6 I 139.2 I 0.06 I 139.3 I 0.06 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 677.63 0.26 0.10 I --------------------------------------------------------- -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 539.16 0.25 0.10 0.15 0.35 I -------------------------------------------------------------------------------------------------- --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.24 0.24 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections)


Demand set: 218029 Beamhill Road / Eastern Site Access Base 2026 + Full Dev PM TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 6 -------------------------------------------------------------------------------- DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 10.09 I 15.13 I 10.09 I I ARM B I 15.00 I 45.00 I 75.00 I 1.24 I 1.86 I 1.24 I I ARM C I 15.00 I 45.00 I 75.00 I 8.39 I 12.58 I 8.39 I ------------------------------------------------------------------------------------

Demand set: 218029 Beamhill Road / Eastern Site Access Base 2026 + Full Dev PM ----------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I -------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ----------------------------------------------------------- I 16.45 - 17.00 I I I I I I I ARM A I 0.000 I 0.130 I 0.870 I I I I 0.0 I 105.0 I 702.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM B I 0.778 I 0.000 I 0.222 I I I I 77.0 I 0.0 I 22.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.925 I 0.075 I 0.000 I I I I 621.0 I 50.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I ----------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA



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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 8 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------


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QUEUE FOR STREAM B-AC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.3 17.15 0.4 17.30 0.8 * 17.45 0.8 * 18.00 0.4 18.15 0.3

QUEUE FOR STREAM C-AB ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 17.00 0.2 17.15 0.4 17.30 0.7 * 17.45 0.7 * 18.00 0.4 18.15 0.2

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG Q:\.. \Beamhill Road - Eastern Site Access\Base 2026 + Full Dev.vpo - Page 9 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-AC I 136.3 I 90.8 I 43.5 I 0.32 I 43.5 I 0.32 I I C-AB I 202.8 I 135.2 I 40.1 I 0.20 I 40.1 I 0.20 I I C-A I 720.8 I 480.5 I I I I I I A-B I 144.5 I 96.3 I I I I I I A-C I 966.3 I 644.2 I I I I I --------------------------------------------------------------------------- I ALL I 2170.6 I 1447.1 I 83.6 I 0.04 I 83.6 I 0.04 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 09:48:26 on 21/12/2011]

Existing

play area

Anslow

Park

Woods

Kitling Greaves Lane

N

7

2

m

c

o

n

to

u

r

9

0

m

c

o

n

to

u

r

0 250m

N

50 100 150 200

Application Area 66.44ha

Housing Area - 950 dwellings 33.68ha

(Average density c28 dph; area includes

associated streets and private gardens)

Local Centre 1.00ha

(Consent is sought for up to 5000m² of A1-A5 uses

and D1 health care provision, and associated uses)

Community Primary School 2.00ha

and Pre-School Provision

(Land for a 210 place school)

SUDS Strategy Detention Basins 2.46ha

Indicative Primary Streets

(Main Street and The Avenue)

Existing Rights of Way / Footways

(Public footpath retained in situ and designed as new 'Greenway')

Existing Children's Play Area

Retained Mature Vegetation / Features

(Existing Woodland, Hedgerow and Trees. To include TPO trees

and existing Kitling Greaves Brook)

'Greenways'

(Multi purpose routes providing walking and

cycling, indicative alignments shown)

Equipped Children's Play Area (NEAP)

(1000m²)

Open Space 3.81ha

(Excluding retained existing planting. Open space includes

new habitat creation such as trees and hedgerows etc)

Retained Young Tree and Shrub Planting 2.21ha

(Recently planted)

Structural Landscape 18.21ha

(Multifunctional landscape of new woodland, tree and

hedgerow planting and mixed grassland habitats)

Equipped Children's Play Area (LEAP)

(400m²)

N

L

Green Infrastructure (GI)

NOTES:

1. Properties 92, 94, 142 and 144 Beamhill Road to be

demolished.

Outwoods Farm agricultural buildings to be demolished,

the farmhouse is retained.

Green Acres on Kitling Greaves Lane to be demolished.

2. Refer to ES Volume 3: FRA for details of SUDS strategy.

3. Refer to ES Volume 4: TA for details of proposed access.

4. Refer to ES Volume 2, Appendix 2 for further details of the

green infrastructure principles.

5. Maximum building height 12m from ground level to ridge.

rev

drawn CAD file

environmental assessment

architecture

ecology

masterplanning

landscape design

urban designFPCR Environment and Design Ltd

Lockington Hall

Lockington

Derby DE74 2RH

t: 01509 672772

f: 01509 674565

e: [email protected]

w: www.fpcr.co.uk

arboriculture

Hallam Land Management Ltd

Land at Upper Outwoods Farm

Burton upon Trent

FIGURE 4: EIA PARAMETERS PLAN1:2500 @ A1

January 2012

3457-P-50 M

JMG J:\3400\3457\CAD\3457-P-50 Figure 4 - EIA Parameters Plan.dwg

Ordnance Survey material is used with the permission of

The Controller of HMSO, Crown copyright AR 018896.

Beamhill, Burton

2007 AM Peak Hour - DM - ACTUAL FLOWS (PCUs)

Actual Flows used; flows in PCUs. Growth Factor -

AM Peak Hour

A511 Tutbury Rd/ Harehedge Ln/ Beamhill Road

17 Tutbury Road

6 395 23

115

56

Beamhill Road Harehedge Lane

5151

110

54 271 23

13

Tutbury RoadSATURN node 533

Harehedge Ln/ Beacon Rd/ Rolleston Rd

53 Beacon Rd53 Beacon Rd

21 170 31

107

17

Harehedge Lane Harehedge Lane

21

134

19 68 108

228228

Rolleston RdSATURN node 532

Horninglow Road North/ Rolleston Rd

Horninglow Rd North

595 94

Rolleston Rd

160

186

232 109

Horninglow Rd NorthSATURN node 534

Hillfield Ln/ Main St/ Bridge St/ Church Rd

48 Church Road

178 503 29

82

115

Bridge St Hillfield Lane

5

42

162 101 107

7

Main StSATURN node 530

Horninglow Street / Hawkins Lane

146 Hawkins Lane

153 275153 275

583

Horninglow Street

364 Horninglow Street

460

SATURN node 521

Derby Road / Horninglow Road / Horninglow Street

165 Derby Road

298 476 0

580

197

Horninglow Road Horninglow Street

0

454

72 316 187 162

Derby StreetDerby Street

SATURN node 514

Hopley Road / Postern Road / Henhurst Hill

Hopley Road

99

59 14 75

533

83

Henhurst Hill Henhurst Hill

31

234

49 8 10

Postern Road 55

SATURN node 661

Hopley Road / Hanbury Road

0

0

00

0

0 0

Tutbury Road / Calais Road / Field Lane

0

0

Tutbury Road Horninglow Road

0

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road

Beamhill, Burton

2007 PM Peak Hour - DM - ACTUAL FLOWS (PCUs)

Actual Flows used; flows in PCUs Growth Factor -Actual Flows used; flows in PCUs Growth Factor -

PM Peak Hour


8 Tutbury Road

30 351 66

103

2929


27

196

91 465 0

0



3 Beacon Rd

18 88 18

139

27


33

205

11 164 234

77


Horninglow Road North/ Rolleston RdHorninglow Road North/ Rolleston Rd

Horninglow Rd North

300 213

Rolleston Rd

58

137137

509 277



243 Church Road

42 273 2

32

115


1414

176

97 390 134

46


Horninglow Street / Hawkins LaneHorninglow Street / Hawkins Lane

92 Hawkins Lane

169 368

629

Horninglow Street


581

SATURN node 521


152 Derby Road

163 308 41

507

159


00

626

52 471 180 155

Derby Street

SATURN node 514

Hopley Road / Postern Road / Henhurst HillHopley Road / Postern Road / Henhurst Hill

Hopley Road

43

97 6 111

293

58


64

448

64 14 27

Postern Road 18

SATURN node 661


0

0

0

0

0 0


0

0


00

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road

Beamhill, Burton


Actual Flows used; flows in PCUs. Growth Factor - 1.052

AM Peak Hour

A511 Tutbury Rd/ Harehedge Ln/ Beamhill Road(Adjusted on Tutbury Road North arm to account for flow discrepancy)

22 B Tutbury Road

9 433 42

74

94

Beamhill Road D Harehedge Lane

C

5252

66

82 266 135

193

A




22 179 32

112

18


22

141

20 71 113

240240



Horninglow Rd North

626 99

Rolleston Rd

168

196

244 115



51 Church Road

187 529 30

87

121


5

44

171 107 113

7


Horninglow Street / Hawkins LaneA

154 Hawkins Lane

161 289161 289

613

C Horninglow Street B


484

SATURN node 521


173 Derby Road

314 501 0

610

207

Horninglow Road 0 Horninglow Street

0

477

76 332 197 170


SATURN node 514


Hopley Road

104

62 14 79

560

87


33

246

52 8 11

Postern Road 58

SATURN node 661


48

5

6262

124

1 95


418

414


279

214 101

128

52 14 528

39

Field Lane

10 263

Calais Road

Beamhill, Burton


Actual Flows used; flows in PCUs Growth Factor - 1.041Actual Flows used; flows in PCUs Growth Factor - 1.041

PM Peak Hour


13 Tutbury Road

B 7 268 40

80

7272

Beamhill Road C Harehedge Lane

D

35

68

99 461 153

98

A



3 Beacon Rd

19 91 18

145

28


34

213

11 171 244

80



Horninglow Rd North

313 222

Rolleston Rd

60

143143

530 288



253 Church Road

44 284 2

33

120


1515

183

101 406 140

48


Horninglow Street / Hawkins LaneHorninglow Street / Hawkins LaneA

95 Hawkins Lane

0 176 384

655



604

SATURN node 521


158 Derby Road

170 321 43

528

166


00

652

0

54 490 188 161

Derby Street

SATURN node 514


Hopley Road

44

100 6 116

304

60


67

466

66 15 28

Postern Road 19

SATURN node 661


55

7

49

77

3 118


362

237


370370

390 116

138

41 59 316

21

Field Lane

40 466

Calais Road

Beamhill, Burton



AM Peak Hour


22 Tutbury Road

9 437 42

75 B

95


C

5353

A 67

83 269 136

195




23 183 33

115

18


22

144

20 73 116

245245



Horninglow Rd North

640 101

Rolleston Rd

172

201

249 117



52 Church Road

191 541 31

89

124


5

45

175 109 116

7



157 Hawkins Lane

165 295165 295

627



495

SATURN node 521


177 Derby Road

321 513 0

624

212


0

488

77 340 202 174


SATURN node 514


Hopley Road 59

106

63 15 81

573

89


33

251

53 9 11

Postern Road 59

SATURN node 661


49

5

6363

126

1 97


426

422


285

218 103

131

53 14 539

40

Field Lane

10 268

Calais Road

Beamhill, Burton



PM Peak Hour


13 Tutbury Road

7 271 40

81

7373


35

69

100 466 155

99



3 Beacon Rd

19 93 19

147

29


35

217

11 174 248

82



Horninglow Rd North

318 226

Rolleston Rd

61

145145

540 294



258 Church Road

44 290 2

34

122


1515

187

103 414 142

49



97 Hawkins Lane

179 391

667

Horninglow Street


615

SATURN node 521


161 Derby Road

173 327 43

537

0

169


00

664

0

55 499 191 164

Derby Street

SATURN node 514


Hopley Road

45

102 6 118

310

61


68

475

67 15 29

Postern Road 19

SATURN node 661


56

7

50

79

3 120


369

242


377377

398 118

141

42 60 322

21

Field Lane

41 475

Calais Road

Beamhill, Burton


Actual Flows used; flows in PCUs.

AM Peak Hour


49 Tutbury Road

27 625 66

199

432


7171

138

173 298 53

50




46 182 22

229

19


26

197

13 101 197

8585



Horninglow Rd North

1003 216

Rolleston Rd

124

187

278 120



219 Church Road

71 577 5

74

152


6

65

170 291 51

31



247 Hawkins Lane

303 362303 362

737

Horninglow Street


548

SATURN node 521


118 Derby Road

538 408 4

779

293


5

608

138 342 239 242


SATURN node 514


Hopley Road

375

175 33 76

52

216


125

136

64 65 36

Postern Road 81

SATURN node 661


50

5

6464

129

1 99


435

431


290

223 105

133

54 15 549

41

Field Lane

10 274

Calais Road

Beamhill, Burton


Actual Flows used; flows in PCUsActual Flows used; flows in PCUs

PM Peak Hour


15 Tutbury Road

57 468 87

146

136136


55

162

295 448 4

6



9 Beacon Rd

28 93 10

227

16


35

219

25 162 218

66



Horninglow Rd North

447 253

Rolleston Rd

80

124124

631 185



304 Church Road

38 270 5

29

121


1919

138

141 482 154

168



253 Hawkins Lane

191 360

695

Horninglow Street


724

SATURN node 521


266 Derby Road

247 427 68

640

192


11

676

143 535 247 278

Derby Street

SATURN node 514


Hopley Road

144

261 21 97

239

83


44

140

157 42 177

Postern Road 47

SATURN node 661


57

7

51

80

3 123


376

246


385385

406 121

144

43 61 329

22

Field Lane

42 485

Calais Road

Beamhill, Burton



AM Peak Hour

A511 Tutbury Rd/ Harehedge Ln/ Beamhill Road(Adjusted on Tutbury Road North approach to account for flow discrepancy)

94 Tutbury Road

68 669 133

299

513513


105

157

223 327 21

22



67 Beacon Rd

35 150 3

356

183


16

160

64 85 92

107



Horninglow Rd North

808 56

Rolleston Rd

93

323323

332 195



164 Church Road

75 622 27

68

199


55

47

159 229 63

25



125 Hawkins Lane

142 370

653

Horninglow Street


608

SATURN node 521


147 Derby Road

441 432 5

603

416


2323

650

121 360 202 82

Derby Street

SATURN node 514


Hopley Road

404

191 67 129

261

79


265

228

104 131 48

Postern Road 81

SATURN node 661


52

5

68

135

1 104


456

451


304

233 110

140

57 15 576

43

Field Lane

11 287

Calais Road

Beamhill, Burton



PM Peak Hour


40 Tutbury Road

65 513 119

217

358358


132

237

411 535 27

19



28 Beacon Rd

33 86 11

259

87


40

385

91 141 213

75



Horninglow Rd North

687 235

Rolleston Rd

67

207207

553 315



315 Church Road

57 275 4

47

121


1414

143

297 398 139

117



156 Hawkins Lane

81 336

963

Horninglow Street


844

SATURN node 521


161 Derby Road

292 319 197

701

385


77

726

153 552 234 221

Derby Street

SATURN node 514


Hopley Road

245

297 104 236

191

135


158

229

169 129 174

Postern Road 45

SATURN node 661


59

7

52

82

3 126


387

254


396

417 124

148

44 63 338

22

Field Lane

43 499

Calais Road

Beamhill, Burton

Select link analysis

Taken from the 2016 AM Beamhill Model Staffordshire County Council Trip Rates

(including Drakelow and proposed LDF sites)


AM Peak Hour


29 Tutbury Road

29 0 0

90

278278


0

42

111 0 0

0



4 Beacon Rd

2 0 0

80

0


0

36

0 0 0

0



Horninglow Rd North

212 0

Rolleston Rd

0

00

55 0



49 Church Road

14 0 0

9

10


00

10

9 0 0

0



28 Hawkins Lane

9 0

89

Horninglow Street

0 Horninglow Street

38

SATURN node 521


0 Derby Road

0 0 0

118

49


00

47

0 1 0 0

Derby Street

SATURN node 514


Hopley Road

20

24 57 16

0

0


2

0

0 19 0

Postern Road 0

SATURN node 661


97

41


212


5555

Field Lane

Calais Road

Main Road, AnslowMain Road, Anslow

42

Main Rd

98SATURN link 611 - 665

Beamhill, Burton


Taken from the 2016 PM Beamhill Model Staffordshire County Council Trip Rates



PM Peak Hour


10 Tutbury Road

48 0 0

52

144144


0

65

218 0 0

0



1 Beacon Rd

1 0 0

43

0


0

55

0 0 0

0



Horninglow Rd North

110 0

Rolleston Rd

0

00

153 0



34 Church Road

4 14 0 0

1

10


00

30

18 0 0

0



21 Hawkins Lane

27 0

55

Horninglow Street

0 Horninglow Street

77

SATURN node 521


1 Derby Road

1 0 0

76

23


00

105

17 0 0 0

Derby Street

SATURN node 514


Hopley Road

18

11 23 0

0

0


12

0

0 56 0

Postern Road 0

SATURN node 661


34

86


110


153153

Field Lane

Calais Road


87

Main Rd


Beamhill, Burton


Taken from the 2016 AM Beamhill Model Staffordshire County Council Trip Rates - 2016 divided by 8



AM Peak Hour


4 Tutbury Road

4 0 0

11

3535


0

5

14 0 0

0



1 Beacon Rd

0 0 0

10

0


0

5

0 0 0

0



Horninglow Rd North

27 0

Rolleston Rd

0

00

7 0



6 Church Road

2 0 0

1

1


00

1

1 0 0

0



4 Hawkins Lane

1 0

11

Horninglow Street

0 Horninglow Street

5

SATURN node 521


0 Derby Road

0 0 0

15

6


00

6

0 0 0 0

Derby Street

SATURN node 514


Hopley Road

3

3 7 2

0

0


0

0

0 2 0

Postern Road 0

SATURN node 661


0

0

0

12

0 5


27

0


77

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road


5

Main Rd


Beamhill, Burton





PM Peak Hour


1 Tutbury Road

6 0 0

7

1818


0

8

27 0 0

0



0 Beacon Rd

0 0 0

5

0


0

7

0 0 0

0



Horninglow Rd North

14 0

Rolleston Rd

0

00

19 0



4 Church Road

4 2 0 0

0

1


00

4

2 0 0

0



3 Hawkins Lane

3 0

7

Horninglow Street

0 Horninglow Street

10

SATURN node 521


0 Derby Road

0 0 0

10

3


00

13

2 0 0 0

Derby Street

SATURN node 514


Hopley Road

2

1 3 0

0

0


2

0

0 7 0

Postern Road 0

SATURN node 661


0

0

0

4

0 11


14

0


1919

0

0 0 0

0

Field Lane

0 0

Calais Road


11

Main Rd


Beamhill, Burton

2014 AM Peak Hour - DM - ACTUAL FLOWS (PCUs) + Development Traffic


AM Peak Hour


26 Tutbury Road

13 437 42

86

B

130


D

5353

A

72

97 292 136

195




23 183 33

125

18


22

148

20 73 116

245245



Horninglow Rd North

667 101

Rolleston Rd

172

201

256 117



58 Church Road

193 541 31

90

125


5

47

176 109 116

7



161 Hawkins Lane

166 295166 295

638

Horninglow Street


500

SATURN node 521


177 Derby Road

321 513 0

639

218


0

494

77 340 202 174


SATURN node 514


Hopley Road

108

66 22 83

573

89


34

251

53 11 11

Postern Road 59

SATURN node 661


49

5

6363

139

1 102


453

422


291

218 103

131

53 14 539

40

Field Lane

10 268

Calais Road

Beamhill Road/ Site entrances 0.98

589 589

5 0

Beamhill RoadBeamhill Road

344 344

0 23

12 0 0 50

SATURN nodes 1172 and 1173

Beamhill, Burton

2014 PM Peak Hour - DM - ACTUAL FLOWS (PCUs) + Development Traffic


PM Peak Hour


14 Tutbury Road

13 271 40

87

B

9191


C D

35

A

77

127 466 155

99



3 Beacon Rd

19 93 19

153

29


35

224

11 174 248

82



Horninglow Rd North

332 226

Rolleston Rd

61

145145

559 294



262 Church Road

46 290 2

34

124


1515

190

105 414 142

0 49



100 Hawkins Lane

183 391

674

Horninglow Street


625

SATURN node 521


161 Derby Road

173 327 43

547

171


00

677

0

57 499 191 164

Derby Street

SATURN node 514


Hopley Road

47

104 9 118

310

61


69

475

67 22 29

Postern Road 19

SATURN node 661


56

7

50

83

3 131


383

242


397397

398 118

141

42 60 322

21

Field Lane

41 475

Calais Road

Beamhill Road/ Site entrances 0.98Beamhill Road/ Site entrances 0.98

293 293

11 0

Beamhill Road

500.8 500.8

0 41

4 0 0 264 0 0 26


Beamhill, Burton

2016 AM Peak Hour - Waterman Boreham Rates - ACTUAL FLOWS (PCUs)


AM Peak Hour


74 Tutbury Road

48 567 81

272

576576


71

183

284 296 51

32



145 Beacon Rd

37 172 4

284

35


27

227

14 90 169

75



Horninglow Rd North

1033 184

Rolleston Rd

115

190190

329 111



231 Church Road

85 594 15

68

154


66

64

177 291 51

31



244 Hawkins Lane

323 364

710

Horninglow Street


558

SATURN node 521


114 Derby Road

559 378 5

757

340


55

661

146 341 229 219

Derby Street

SATURN node 514


Hopley Road

359

193 87 100

267

222


96

132

67 85 41

Postern Road 112

SATURN node 661


50

5

64

226

1 140


647

431


345345

223 105

133

54 15 549

41

Field Lane

10 274

Calais Road

Beamhill Road/ Site entrancesBeamhill Road/ Site entrances

601 601

21 20

Beamhill Road

351 351

85 86

42 156 41 15642 156 41 156


Beamhill, Burton

2016 PM Peak Hour - Waterman Boreham Rates - ACTUAL FLOWS (PCUs)


AM Peak Hour


23 Tutbury Road

99 456 88

192

B

266266


D

91

A 216

466 404 4

6



10 Beacon Rd

29 93 5

264

18


35

315

26 157 194

66



Horninglow Rd North

533 229

Rolleston Rd

80

125125

666 179



314 Church Road

39 277 5

27

123


1818

164

210 464 154

168



255 Hawkins Lane

173 359

715

Horninglow Street


752

SATURN node 521


269 Derby Road

252 417 47

672

212


11

696

149 532 260 269

Derby Street

SATURN node 514


Hopley Road

151

266 43 96

244

84


53

129

166 82 180

Postern Road 50

SATURN node 661


57

7

51

114

3 209


486

246


538538

406 121

144

43 61 329

22

Field Lane

42 485

Calais Road


299 299

34 33

Beamhill Road

511 511

122 123

17 82 16 8317 82 16 83


Beamhill, Burton



AM Peak Hour


133 Tutbury Road

105 620 81

398

B

621621


D

106

A

180

307 320 14

24



59 Beacon Rd

37 140 1

369

192


16

179

63 83 102

113



Horninglow Rd North

787 63

Rolleston Rd

95

325325

369 193



190 Church Road

85 632 64

70

182


44

53

168 226 62

28



145 Hawkins Lane

141 365

643

Horninglow Street


627

SATURN node 521


134 Derby Road

441 463 5

606

394


2323

656

104 357 209 94

Derby Street

SATURN node 514


Hopley Road

405

209 109 179

251

93


259

221

106 148 47

Postern Road 87

SATURN node 661


52

5

68

232

1 145


668

451


359359

233 110

140

57 15 576

43

Field Lane

11 287

Calais Road


863 863

28 28

Beamhill Road

466 466

76 77

58 140 57 14158 140 57 141


Beamhill, Burton



PM Peak Hour


48 Tutbury Road

89 503 124

255

B

483483


D

131

A

300

547 502 24

19



28 Beacon Rd

34 86 9

294

91


36

434

100 134 189

72



Horninglow Rd North

746 236

Rolleston Rd

66

209209

593 291



332 Church Road

61 278 4

42

118


1515

167

312 404 139

117



164 Hawkins Lane

81 367

945

Horninglow Street


843

SATURN node 521


192 Derby Road

305 320 164

723

400


77

740

177 528 233 208

Derby Street

SATURN node 514


Hopley Road

259

297 129 246

191

136


202

228

165 172 176

Postern Road 46

SATURN node 661


59

7

52

116

3 212


497

254


549549

417 124

148

44 63 338

22

Field Lane

43 499

Calais Road


621 621

50 50

Beamhill Road

702 702

104 105

22 77 22 7722 77 22 77


Beamhill, Burton



AM Peak Hour


17 Tutbury Road

6 395 23

115

56


5151

110

54 271 23

13




21 170 31

107

17


21

134

19 68 108

228228



Horninglow Rd North

595 94

Rolleston Rd

160

186

232 109



48 Church Road

178 503 29

82

115


5

42

162 101 107

7



146 Hawkins Lane

153 275153 275

583

Horninglow Street


460

SATURN node 521


165 Derby Road

298 476 0

580

197


0

454

72 316 187 162


SATURN node 514


Hopley Road

99

59 14 75

533

83


31

234

49 8 10

Postern Road 55

SATURN node 661


0

0

00

0

0 0


0

0


0

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road

Beamhill, Burton



PM Peak Hour


8 Tutbury Road

30 351 66

103

2929


27

196

91 465 0

0



3 Beacon Rd

18 88 18

139

27


33

205

11 164 234

77



Horninglow Rd North

300 213

Rolleston Rd

58

137137

509 277



243 Church Road

42 273 2

32

115


1414

176

97 390 134

46



92 Hawkins Lane

169 368

629

Horninglow Street


581

SATURN node 521


152 Derby Road

163 308 41

507

159


00

626

52 471 180 155

Derby Street

SATURN node 514


Hopley Road

43

97 6 111

293

58


64

448

64 14 27

Postern Road 18

SATURN node 661


0

0

0

0

0 0


0

0


00

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road

Beamhill, Burton



AM Peak Hour


22 B Tutbury Road

9 433 42

74

94


C

5252

66

82 266 135

193

A




22 179 32

112

18


22

141

20 71 113

240240



Horninglow Rd North

626 99

Rolleston Rd

168

196

244 115



51 Church Road

187 529 30

87

121


5

44

171 107 113

7



154 Hawkins Lane

161 289161 289

613



484

SATURN node 521


173 Derby Road

314 501 0

610

207


0

477

76 332 197 170


SATURN node 514


Hopley Road

104

62 14 79

560

87


33

246

52 8 11

Postern Road 58

SATURN node 661


48

5

6262

124

1 95


418

414


279

214 101

128

52 14 528

39

Field Lane

10 263

Calais Road

Beamhill, Burton



PM Peak Hour


13 Tutbury Road

B 7 268 40

80

7272


D

35

68

99 461 153

98

A



3 Beacon Rd

19 91 18

145

28


34

213

11 171 244

80



Horninglow Rd North

313 222

Rolleston Rd

60

143143

530 288



253 Church Road

44 284 2

33

120


1515

183

101 406 140

48



95 Hawkins Lane

0 176 384

655



604

SATURN node 521


158 Derby Road

170 321 43

528

166


00

652

0

54 490 188 161

Derby Street

SATURN node 514


Hopley Road

44

100 6 116

304

60


67

466

66 15 28

Postern Road 19

SATURN node 661


55

7

49

77

3 118


362

237


370370

390 116

138

41 59 316

21

Field Lane

40 466

Calais Road

Beamhill, Burton



AM Peak Hour


22 Tutbury Road

9 437 42

75 B

95


C

5353

A 67

83 269 136

195




23 183 33

115

18


22

144

20 73 116

245245



Horninglow Rd North

640 101

Rolleston Rd

172

201

249 117



52 Church Road

191 541 31

89

124


5

45

175 109 116

7



157 Hawkins Lane

165 295165 295

627



495

SATURN node 521


177 Derby Road

321 513 0

624

212


0

488

77 340 202 174


SATURN node 514


Hopley Road 59

106

63 15 81

573

89


33

251

53 9 11

Postern Road 59

SATURN node 661


49

5

6363

126

1 97


426

422


285

218 103

131

53 14 539

40

Field Lane

10 268

Calais Road

Beamhill, Burton



PM Peak Hour


13 Tutbury Road

7 271 40

81

7373


35

69

100 466 155

99



3 Beacon Rd

19 93 19

147

29


35

217

11 174 248

82



Horninglow Rd North

318 226

Rolleston Rd

61

145145

540 294



258 Church Road

44 290 2

34

122


1515

187

103 414 142

49



97 Hawkins Lane

179 391

667

Horninglow Street


615

SATURN node 521


161 Derby Road

173 327 43

537

0

169


00

664

0

55 499 191 164

Derby Street

SATURN node 514


Hopley Road

45

102 6 118

310

61


68

475

67 15 29

Postern Road 19

SATURN node 661


56

7

50

79

3 120


369

242


377377

398 118

141

42 60 322

21

Field Lane

41 475

Calais Road

Beamhill, Burton



AM Peak Hour


49 Tutbury Road

27 625 66

199

432


7171

138

173 298 53

50




46 182 22

229

19


26

197

13 101 197

8585



Horninglow Rd North

1003 216

Rolleston Rd

124

187

278 120



219 Church Road

71 577 5

74

152


6

65

170 291 51

31



247 Hawkins Lane

303 362303 362

737

Horninglow Street


548

SATURN node 521


118 Derby Road

538 408 4

779

293


5

608

138 342 239 242


SATURN node 514


Hopley Road

375

175 33 76

52

216


125

136

64 65 36

Postern Road 81

SATURN node 661


50

5

6464

129

1 99


435

431


290

223 105

133

54 15 549

41

Field Lane

10 274

Calais Road

Beamhill, Burton



PM Peak Hour


15 Tutbury Road

57 468 87

146

136136


55

162

295 448 4

6



9 Beacon Rd

28 93 10

227

16


35

219

25 162 218

66



Horninglow Rd North

447 253

Rolleston Rd

80

124124

631 185



304 Church Road

38 270 5

29

121


1919

138

141 482 154

168



253 Hawkins Lane

191 360

695

Horninglow Street


724

SATURN node 521


266 Derby Road

247 427 68

640

192


11

676

143 535 247 278

Derby Street

SATURN node 514


Hopley Road

144

261 21 97

239

83


44

140

157 42 177

Postern Road 47

SATURN node 661


57

7

51

80

3 123


376

246


385385

406 121

144

43 61 329

22

Field Lane

42 485

Calais Road

Beamhill, Burton



AM Peak Hour


94 Tutbury Road

68 669 133

299

513513


105

157

223 327 21

22



67 Beacon Rd

35 150 3

356

183


16

160

64 85 92

107



Horninglow Rd North

808 56

Rolleston Rd

93

323323

332 195



164 Church Road

75 622 27

68

199


55

47

159 229 63

25



125 Hawkins Lane

142 370

653

Horninglow Street


608

SATURN node 521


147 Derby Road

441 432 5

603

416


2323

650

121 360 202 82

Derby Street

SATURN node 514


Hopley Road

404

191 67 129

261

79


265

228

104 131 48

Postern Road 81

SATURN node 661


52

5

68

135

1 104


456

451


304

233 110

140

57 15 576

43

Field Lane

11 287

Calais Road

Beamhill, Burton



PM Peak Hour


40 Tutbury Road

65 513 119

217

358358


132

237

411 535 27

19



28 Beacon Rd

33 86 11

259

87


40

385

91 141 213

75



Horninglow Rd North

687 235

Rolleston Rd

67

207207

553 315



315 Church Road

57 275 4

47

121


1414

143

297 398 139

117



156 Hawkins Lane

81 336

963

Horninglow Street


844

SATURN node 521


161 Derby Road

292 319 197

701

385


77

726

153 552 234 221

Derby Street

SATURN node 514


Hopley Road

245

297 104 236

191

135


158

229

169 129 174

Postern Road 45

SATURN node 661


59

7

52

82

3 126


387

254


396

417 124

148

44 63 338

22

Field Lane

43 499

Calais Road

Beamhill, Burton





AM Peak Hour


29 Tutbury Road

29 0 0

90

278278


0

42

111 0 0

0



4 Beacon Rd

2 0 0

80

0


0

36

0 0 0

0



Horninglow Rd North

212 0

Rolleston Rd

0

00

55 0



49 Church Road

14 0 0

9

10


00

10

9 0 0

0



28 Hawkins Lane

9 0

89

Horninglow Street

0 Horninglow Street

38

SATURN node 521


0 Derby Road

0 0 0

118

49


00

47

0 1 0 0

Derby Street

SATURN node 514


Hopley Road

20

24 57 16

0

0


2

0

0 19 0

Postern Road 0

SATURN node 661


97

41


212


5555

Field Lane

Calais Road


42

Main Rd


Beamhill, Burton





PM Peak Hour


10 Tutbury Road

48 0 0

52

144144


0

65

218 0 0

0



1 Beacon Rd

1 0 0

43

0


0

55

0 0 0

0



Horninglow Rd North

110 0

Rolleston Rd

0

00

153 0



34 Church Road

4 14 0 0

1

10


00

30

18 0 0

0



21 Hawkins Lane

27 0

55

Horninglow Street

0 Horninglow Street

77

SATURN node 521


1 Derby Road

1 0 0

76

23


00

105

17 0 0 0

Derby Street

SATURN node 514


Hopley Road

18

11 23 0

0

0


12

0

0 56 0

Postern Road 0

SATURN node 661


34

86


110


153153

Field Lane

Calais Road


87

Main Rd


Beamhill, Burton





AM Peak Hour


4 Tutbury Road

4 0 0

11

3535


0

5

14 0 0

0



1 Beacon Rd

0 0 0

10

0


0

5

0 0 0

0



Horninglow Rd North

27 0

Rolleston Rd

0

00

7 0



6 Church Road

2 0 0

1

1


00

1

1 0 0

0



4 Hawkins Lane

1 0

11

Horninglow Street

0 Horninglow Street

5

SATURN node 521


0 Derby Road

0 0 0

15

6


00

6

0 0 0 0

Derby Street

SATURN node 514


Hopley Road

3

3 7 2

0

0


0

0

0 2 0

Postern Road 0

SATURN node 661


0

0

0

12

0 5


27

0


77

0 0

0

0 0 0

0

Field Lane

0 0

Calais Road


5

Main Rd


Beamhill, Burton





PM Peak Hour


1 Tutbury Road

6 0 0

7

1818


0

8

27 0 0

0



0 Beacon Rd

0 0 0

5

0


0

7

0 0 0

0



Horninglow Rd North

14 0

Rolleston Rd

0

00

19 0



4 Church Road

4 2 0 0

0

1


00

4

2 0 0

0



3 Hawkins Lane

3 0

7

Horninglow Street

0 Horninglow Street

10

SATURN node 521


0 Derby Road

0 0 0

10

3


00

13

2 0 0 0

Derby Street

SATURN node 514


Hopley Road

2

1 3 0

0

0


2

0

0 7 0

Postern Road 0

SATURN node 661


0

0

0

4

0 11


14

0


1919

0

0 0 0

0

Field Lane

0 0

Calais Road


11

Main Rd


Beamhill, Burton



AM Peak Hour


26 Tutbury Road

13 437 42

86

B

130


D

5353

A

72

97 292 136

195




23 183 33

125

18


22

148

20 73 116

245245



Horninglow Rd North

667 101

Rolleston Rd

172

201

256 117



58 Church Road

193 541 31

90

125


5

47

176 109 116

7



161 Hawkins Lane

166 295166 295

638

Horninglow Street


500

SATURN node 521


177 Derby Road

321 513 0

639

218


0

494

77 340 202 174


SATURN node 514


Hopley Road

108

66 22 83

573

89


34

251

53 11 11

Postern Road 59

SATURN node 661


49

5

6363

139

1 102


453

422


291

218 103

131

53 14 539

40

Field Lane

10 268

Calais Road


589 589

5 0


344 344

0 23

12 0 0 50


Beamhill, Burton



PM Peak Hour


14 Tutbury Road

13 271 40

87

B

9191


C D

35

A

77

127 466 155

99



3 Beacon Rd

19 93 19

153

29


35

224

11 174 248

82



Horninglow Rd North

332 226

Rolleston Rd

61

145145

559 294



262 Church Road

46 290 2

34

124


1515

190

105 414 142

0 49



100 Hawkins Lane

183 391

674

Horninglow Street


625

SATURN node 521


161 Derby Road

173 327 43

547

171


00

677

0

57 499 191 164

Derby Street

SATURN node 514


Hopley Road

47

104 9 118

310

61


69

475

67 22 29

Postern Road 19

SATURN node 661


56

7

50

83

3 131


383

242


397397

398 118

141

42 60 322

21

Field Lane

41 475

Calais Road


293 293

11 0

Beamhill Road

500.8 500.8

0 41

4 0 0 264 0 0 26


Beamhill, Burton



AM Peak Hour


74 Tutbury Road

48 567 81

272

576576


71

183

284 296 51

32



145 Beacon Rd

37 172 4

284

35


27

227

14 90 169

75



Horninglow Rd North

1033 184

Rolleston Rd

115

190190

329 111



231 Church Road

85 594 15

68

154


66

64

177 291 51

31



244 Hawkins Lane

323 364

710

Horninglow Street


558

SATURN node 521


114 Derby Road

559 378 5

757

340


55

661

146 341 229 219

Derby Street

SATURN node 514


Hopley Road

359

193 87 100

267

222


96

132

67 85 41

Postern Road 112

SATURN node 661


50

5

64

226

1 140


647

431


345345

223 105

133

54 15 549

41

Field Lane

10 274

Calais Road


601 601

21 20

Beamhill Road

351 351

85 86

42 156 41 15642 156 41 156


Beamhill, Burton



AM Peak Hour


23 Tutbury Road

99 456 88

192

B

266266


D

91

A 216

466 404 4

6



10 Beacon Rd

29 93 5

264

18


35

315

26 157 194

66



Horninglow Rd North

533 229

Rolleston Rd

80

125125

666 179
