furthergate link road - lancashire enterprise partnership · 2019. 2. 18. · furthergate link road...

Furthergate Link Road Options Appraisal Report August 2017

Furthergate Link Road August 2017

Contents

i

Contents 1. Introduction 1 1.1 Project Scope 1 1.2 Scheme Context 1 1.3 Scheme Aims and Expected Benefits 2 1.4 Report Structure 2

2. Existing Highway Conditions 3 2.1 Introduction 3 2.2 The A678 Burnley Close/Furthergate Junction 3 2.3 A678 Burnley Road with Burnley Close 4 2.4 Gorse Street 4 2.5 The Red Lion Roundabout 4

3. Baseline Traffic Data, Forecasting and Reassignment 6 3.1 Baseline Traffic Data 6 3.2 Future Year Forecasts 6 3.3 Traffic Reassignments 7

4. Option Development – The A678 Burnley Road/Gorse Street Junctions 8

4.1 Introduction 8 4.2 Existing Junction Arrangement 8 4.3 Option 1: Signalised Junction Arrangement (Tesco Land) 9 4.4 Option 2: Staggered Priority Junction (Tesco Land) 11 4.5 Option 3: Priority Arrangement – Segregated Junctions 13 4.6 Option 4: Staggered Priority Junction (Residential Land) 15

5. Option Development – Red Lion Roundabout 17 5.1 Introduction 17 5.2 Existing Junction Arrangement 17 5.3 Option 1: Additional Arm North (Approach Only) 18 5.4 Option 2: Additional Arm (Two Lane) 19 5.5 Option 3: Additional Arm (Approach Only) with Left-In/ Left-Out

Junction 21

6. Summary 22 6.1 Context Summary 22 6.2 Burnley Road/ Gorse Street Options Summary 22 6.3 Red Lion Roundabout Options Summary 24

Figures Figure 2-1: The Local Highway Network 3

Tables Table 4-1: Existing Gorse Street Junction PICADY Result Summary 8 Table 4-2: Option 1 Gorse Street LinSig Results Summary 10


Contents

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Table 4-3: Option 1 the A678 Burnley Road Junction LinSig Results

Summary 10 Table 4-4: LinSig Network Results Summary 11 Table 4-5: Gorse Street Option 2 PICADY Results Summary 12 Table 4-6: Option 3 Gorse Street/ Link Road PICADY Results Summary 14 Table 4-7: Option 3 Gorse Street/A678 Burnley Road PICADY Results

Summary 14 Table 5-1: Red Lion Option 1 ARCADY Results Summary 17 Table 5-2: Red Lion Option 1 ARCADY results Summary 19 Table 5-3: Red Lion Option 2 ARCADY results Summary 20 Table 6-1: Gorse Street 2019 Options Comparison 23 Table 6-2: Red Lion 2019 Options Comparison 25

Appendices Appendix A - Traffic Flow Diagrams

Appendix B – Modelling Output Reports

Appendix C – Option Drawings


1/ Introduction

1

1. Introduction

1.1 Project Scope

Capita Real Estate and Infrastructure Ltd has been commissioned by Blackburn with Darwen

Borough Council (BwDWC) to undertake an appraisal of potential options for construction of a

New Link Road between the Red Lion Roundabout and the A678 Burnley Close/Furthergate

signal junction, located to the east of Blackburn town centre.

This Report provides a review of the potential junction options and their operational

assessments for the proposed New Link Road with the A678 Burnley Road and Gorse Street.

This Report also provides design options and corresponding junction assessments associated

with the potential options for the new approach arm of the Red Lion Roundabout.

1.2 Scheme Context

A link road running between the Red Lion Roundabout and the A678 Furthergate was first

proposed in 2009 as part of the Pennine Reach Major Transport Scheme Business Case.

Pennie Reach represented a £40 million scheme to drive significant investment in the local

highway network, with a specific focus on public transport infrastructure between Darwen,

Blackburn and Accrington.

At present, there is a high volume of traffic passing through the residential area along the A678

Burnley Road. The original proposals for the New Link Road involved construction of the new

highway running roughly parallel to the A678 Burnley Road to its north, through a disused

industrial area. Planning permission for the New Link Road was granted in 2009, with a

Transport Assessment (TA) submitted in support of the planning application. Due to political

complications, however full construction of the New Link Road has never been completed.

Improvements to the existing A678 Furthergate/Burnley Close priority junction were completed

in 2016, upgrading it to a signal junction, with Burnley Close effectively becoming the A678. An

enhanced bus priority route has been also provided through the A678 Bottomgate and the A678

Furthergate, with an intention to expand the bus priority road through the A678 Burnley Road as

part of the New Link Road scheme proposal.

An eastern section of the New Link Road has already been delivered in 2016 using funding

from the original Pennine Reach Scheme. This currently forms an unused fifth arm at the Red


1/ Introduction

2

Lion Roundabout, and is constructed to the specification outlined by the original scheme design

for the link road.

1.3 Scheme Aims and Expected Benefits

The aim of the scheme is to provide the New Link Road between the Red Lion Roundabout and

the A678 Burnley Close/Furthergate junction through a currently disused warehouse site,

following the original route proposed for the link road.

It is envisaged that the proposed New Link Road would improve journey times, providing an

alternative route for through traffic between Blackburn and Junction 6 of the M65 motorway, as

well as reducing congestion through the residential area along the A678 Burnley Road.

Reducing current high traffic volumes along the A678 Burnley Road would results in improved

bus journey times and road safety. In addition, the proposed New Link Road would help to

unlock new areas of land for potential development.

1.4 Report Structure

The remainder of this report will take the following structure:

Chapter 2: Existing Highway Conditions

Chapter 3: Baseline Traffic Data, Forecasting and Reassignment

Chapter 4: Option Development – A678/ Gorse Street Junctions

Chapter 4: Options Development – Red Lion Roundabout

Chapter 5: Summary


2/ Existing Highway Conditions

3

2. Existing Highway Conditions

2.1 Introduction

This section provides details the existing local highway network, including the network changes

and highway interventions undertaken in recent years. The location of the local highway

network within the study are is shown in Figure 2-1.

Figure 2-1: The Local Highway Network

2.2 The A678 Burnley Close/Furthergate Junction

With reference to Chapter 1 of this Report, the A678 Furthergate/Burnley Close priority junction

has recently been upgraded to a signal junction, located west of the existing A678 Burnley

Road/Accrington Road signal junction. The upgrade was completed in 2016 with funding from

the Pennine Reach Scheme, and included carriageway widening along the A678 Furthergate

and the A678 Bottomgate to provide a dedicated bus priority lane in both directions, as well as

to provide dedicated turning lanes and turning pockets into local side streets.



4

An advisory cycle lane runs along the north side of the A678 Furthergate, until the new signal

junction with Burnley Close, where an advance stop line is provided. Footways are provided

along the both sides of the Furthergate.

A white line segregated footway/cycleway is provided along the western side of the A678

Burnley Close, whilst a continuous footway is provided along the eastern side of the road.

Pedestrian crossing points along pedestrian desire lines guide pedestrians across the junction,

with dropped kerbs and tactile paving present at all crossing points.

The widened junction with Burnley Close was originally designed to form the beginning of the

main New Link Road section as part of original proposals put forward in 2009.

2.3 A678 Burnley Road with Burnley Close

The A678 Burnley Road (including Burnley Close section) currently forms a direct route

between the Red Lion Roundabout and the A678 Furthergate, forming a two-lane single

carriageway road. The road is part of a major route between Blackburn town centre and

Junction 6 of the M65 motorway and therefore accommodates a high level of through traffic

during peak periods. The route is lined on both sides by residential housing along its entire

length, and provides access to a number of residential side streets including Hereford Road and

Gloucester Road. Significant levels of on street parking can be observed down both sides of the

carriageway throughout the day.

2.4 Gorse Street

Gorse Street is a single carriageways road, approximately 6.5m wide, which runs between

Stanley Street to the north and the A678 Burnley Road to the south. Footways are provided

along the both sides of the road, the footway along the eastern side of the carriageway however

interrupts along the frontage of the Lancashire Saw Co Ltd building. The local Tesco

supermarket takes its access directly from Gorse Street close to its junction with the A678

Burnley Road, which drives demand and turning movements for Gorse Street at the A678

Burnley Road junction.

2.5 The Red Lion Roundabout

The Red Lion Roundabout is a five-arm roundabout formed by the A678 Burnley Road, the

A6119, the A6119 Whitebirk Road, an access road to the Range homeware store and an

unused road constructed as part of the Pennine Reach Scheme. The Red Lion Roundabout is a

‘gateway’ for traffic traveling between the M65 (via Junction 6) and Blackburn town centre.



5

With reference to Chapter 1 of this Report, a new arm of the Red Lion Roundabout from which

the proposed New Link Road would commence has recently been completed, and is located

between the A678 Burnley Road arm and the Range store access arm. The new arm is

currently unused, however significant reassignment of traffic flows is expected from the A678

Burnley Road onto the new link road (using the new arm of the Red Lion Roundabout) following

its completion (see Chapter 3).


3/ Baseline Traffic Data, Forecasting

and Reassignment

6

3. Baseline Traffic Data, Forecasting and Reassignment

3.1 Baseline Traffic Data

To establish the Baseline traffic flows, Manual Classified Count (MCC) data, dated 2015, has

been obtained from a TA associated with the Frontier Park Industrial Development. The turning

counts for the Red Line Roundabout were extracted for the AM peak hour (07:45 to 08:45) and

the PM peak hour (16:30 to 17:30) respectively.

The aforementioned MCC data was used to represent the 2015 Baseline traffic flows along the

A678 Burnley Road at the Gorse Street junction. It is expected that there would be little change

in flow totals between the Red Lion Roundabout and the Gorse Street junction, with only lightly

traffic residential side streets located along the route.

For traffic movements along Gorse Street, the corresponding traffic flows were extracted from

the Original TA for the link road dated 2009. Relative turning proportions were applied to the

2015 Burnley Road to establish turning movements to and from Gorse Street. For traffic

movements to and from Gorse Street, traffic flows and turning proportions were taken from the

Original TA for the New Link Road dated 2009. Relative turning proportions were applied to the

2015 Burnley Road to establish turning movements to and from Gorse Street. For movements

between Furthergate and Gorse Street, TEMPro v6.2 was used to establish growth factors

between 2009 and 2016. A traffic flow diagram for the 2015 Baseline traffic flows is shown in

Appendix A.

3.2 Future Year Forecasts

Two assessment years have been considered, the 2019 scheme opening year and the 2034

future forecast year, 15 years following scheme implementation. TEMPro v7.2 has been used to

establish traffic growth factors from 2015 to 2019 and from 2019 to 2034 for the BwD local

authority area. National Transport Model (NTM) AF15 adjustments have been applied to

TEMPro growth factors to adjust for the growth on specific road types. Growth factors applied

are detailed as follows:

2015 – 2019:

AM = 1.0525

PM = 1.0508


3/ Baseline Traffic Data, Forecasting

and Reassignment

7

2019 – 2034:

AM = 1.1464

PM = 1.1407

3.3 Traffic Reassignments

Significant reassignment is expected to take place following the New Link Road opening, with

the majority of traffic using the New Link Road instead of the A678 Burnley Road. Matching the

methodology applied in the original 2009 TA, it has been assumed that 90% of through traffic

currently using the A678 Burnley Road will be using the new link road.

At the Red Lion Roundabout, it is expected that redistribution of existing traffic will take place

following the development of a new entry arm to the north of the junction. It has been assumed

that 10% of traffic currently entering the roundabout junction from the Witebirk Roundabout

(located to the east of the Red Lion Roundabout) would use the new approach arm. It has been

assumed that 5% of traffic approaching the Red Lion Roundabout from the A6119 Whitebirk

Road, the A678 Burnley Road and the new link road would use the northern exit arm, currently

giving access to the Range.

These reassignments will provide a robust junction assessment of the expected traffic situation

in future forecast years.

Traffic flow diagrams detailing the 2019 opening year (without Reassignments), the 2019

opening year (with reassignments) and the 2034 future forecast year are available in Appendix

A.


4/ Option Development – The A678

Burnley Road/Gorse Street Junctions

8

4. Option Development – The A678 Burnley Road/Gorse Street Junctions

4.1 Introduction

This chapter of the Report provides an assessment of the existing A678 Burnley Road/Gorse

Street priority junction and provides an overview of the four design options with corresponding

modelling results for the New Road Link junctions with Gorse Street and the A678 Burnley

Road.

4.2 Existing Junction Arrangement

The existing junction arrangement has been assessed in the 2015 and 2019 Baseline scenarios

(without reassignment).

Gorse Street currently forms the minor arm of the priority junction with the A678 Burnley Road.

The existing junction has been modelled using the Junctions 8 software PICADY module. A

summary of the results is provided in Table 4-1, whilst a full modelling output report is available

in Appendix B.

Table 4-1: Existing Gorse Street Junction PICADY Result Summary

Arm

AM PM

Queue (PCU)

Delay (s)

RFC Junction Delay (s)

Queue (PCU)

Delay (s)


Baseline 2015

Gorse Street

0.90 11.09 0.48

16.09

16.48 94.85 0.99

69.17 A678 Burnley Road RT to Gorse St

2.09 19.97 0.68 1.36 15.93 0.58

Baseline 2019

Gorse Street

1.01 11.94 0.51

18.24

29.30 150.71 1.05

107.23 A678 Burnley Road RT to Gorse St

2.56 23.04 0.73 1.57 17.45 0.62

It can be seen from Table 4-1 that the existing A678 Burnley Road/Gorse Street priority junction

currently operates with significant spare capacity during the AM peak hour in both 2015 and




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2019 assessment scenarios, with the highest RFC values of 0.68 and 0.73 observed on the

A678 Burnley Road arm (RFC value of 1 indicates that the junction operates within its ultimate

capacity).

During the PM peak hour, the junction operates at capacity in the 2015 and over capacity in the

assessment scenarios, with the highest RFC values of 0.99 and 1.05 experienced on the Gorse

Street arm. The average junction delay observed during the PM peak periods are approximately

70 seconds and 108 seconds in the 2015 and 2019 assessment scenarios respectively.

4.3 Option 1: Signalised Junction Arrangement (Tesco Land)

Option 1 provides a staggered junction arrangement, with the A678 Burnley Road and Gorse

Street forming signalised junctions with the New Link Road. The main carriageway of the link

road would run across the existing route of Gorse Street, through a section of land currently

occupied by a car parking area associated with the Tesco supermarket. For this option, Gorse

Street would be realigned to form a junction with the link road to the east of its current route.

The existing access into Tesco would be maintained. A defined cycle lane would run adjacent to

the carriageway along the New Link Road in both directions.

For the A678 Burnley Road junction, two approach lanes would be available for the Burnley

Close and Burnley Road arms, with a dedicated right turn lane beyond the stop-line for right

turn movements from Burnley Close. Dedicated crossings would allow pedestrian movements

over Burnley Close and A678 Burnley Road arms, with pedestrian islands present on both

arms. A bus priority lane would bypass the Burnley Road Junction and provide a direct route

through to Furthergate to reduce delay on public transport routes.

For the Gorse Street junction, Option 1 provides single lane approaches for each arm. Storage

is available beyond the stop-line for right turn movements into Gorse Street from the link road. A

drawing of this proposed Option is available in Appendix C.

The proposed Option 1 signal junction has been modelled using the LinSig V3 software. Green

Splits and Offsets across all scenarios have been optimised for delay. A summary of the results

in both 2019 (opening year) and 2034 (future year) scenarios can be found in Table 4-2 and

Table 4-3 overleaf. A full modelling output report is available in Appendix B.




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Table 4-2: Option 1 Gorse Street LinSig Results Summary

Table 4-3: Option 1 the A678 Burnley Road Junction LinSig Results Summary

As can be seen in Table 4-2, Option 1 signal junction would operate with spare capacity in all

but the 2034 PM peak period, which is shown to be operating only slightly above capacity.

Average delay per PCU is shown to be worse in the PM period, with an average delay of 32

seconds for the AM peak in 2019 and 43 seconds in 2034.

As can be seen in Table 4-3, the proposed signalised junction with Burnley Road is shown to

have significant spare capacity in both 2019 and 2034 across both AM and PM peak periods.

An average delay of less than 20 seconds per PCU is shown across all modelled periods.

Overall network results are shown in Table 4-4 below.

Traffic Flow Scenario

Gorse Street Junction

PRC (%) Delay (PCUhrs) Average Delay Per PCU

(s)

2019 AM 38.1% 6.5 19.3

2019 PM 11.1% 13.8 31.5

2034 AM 26.5% 8.5 22.1

2034 PM -2.7% 21.3 42.7


Burnley Road Junction


(s)

2019 AM 154.7% 2.7 13.2

2019 PM 123.5% 2.9 11.8

2034 AM 121.8% 3.1 13.2

2034 PM 62.7% 5.5 19.7




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Table 4-4: LinSig Network Results Summary

4.4 Option 2: Staggered Priority Junction (Tesco Land)

Option 2 staggered priority junction would have a similar layout as shown in Option 1 staggered

signal junction, with the main carriageway of the link road running across Gorse Street and

through a small section of land currently occupied by Tesco car parking area. A defined cycle

lane would run adjacent to the carriageway along the link road in both directions. Like for Option

1, a bus priority lane would bypass the Burnley Road Junction and provide a direct route

through to Furthergate.

For Option 2, Gorse Street and Burnley Road and Gorse Street would form minor arms in

priority junction arrangements with the proposed link road. Burnley Road would form a two lane

approach to the link road, Gorse Street would form a single lane approach. Right turn lanes for

movements onto Gorse Street and Burnley Road from the link road would be available. Option

2 staggered priority junction layout is shown in Appendix C.

Option 2 has been modelled using Junctions 8 software PICADY module. A summary of these

results is available in Table 4-5 below. A full model output report is provided in Appendix B.


Network Results Summary


(s)

2019 AM 38.1% 9.15 26.0

2019 PM 11.1% 16.67 36.5

2034 AM 26.5% 11.64 28.8

2034 PM -2.7% 26.79 51.5




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Table 4-5: Gorse Street Option 2 PICADY Results Summary

Arm

AM PM

Queue (PCU)

Delay (s)


Queue (PCU)

Delay (s)


Reassigned 2019

A678 – Link Road (W)

0.05 5.61 0.05

12.77

0.06 5.72 0.05

142.32

A678 – Link (E) / Gorse St

0.10 8.74 0.09 0.08 9.30 0.08

Link Road (E) 1.42 14.12 0.59 0.99 12.21 0.50

Gorse St 1.11 13.10 0.53 43.77 220.25 1.12

Link Road (W) 0.05 6.22 0.05 0.07 6.54 0.07

Reassigned 2034

A678 – Link Road (W)

0.06 5.83 0.06

17.42

0.07 6.01 0.06

416.75

A678 – Link (E) / Gorse St

0.12 9.43 0.11 0.10 10.28 0.09

Link Road (E) 2.27 19.20 0.70 1.43 15.09 0.59

Gorse St 1.79 18.63 0.65 114.91 658.54 1.34

Link Road (W) 0.06 6.44 0.06 0.08 6.91 0.08

The results for the 2019 assessment scenario show that during the AM peak period the junction

operates with significant spare capacity, with the highest RFC value of 0.59 observed on the

Link Road (east) arm. The average junction delay for the aforementioned scenario during the

AM peak period is approximately 13 seconds. During the PM peak period the Gorse Street

approach is over capacity with the RFC value of 1.12, as a result of this the average junction

delay is approximately 143 seconds.

The results for the 2034 assessment scenario indicate that the junction is operating with spare

capacity during the AM peak period, with a maximum RFC value of 0.70 experienced on the

Link Road (east) arm. The average junction delay for this scenario within the PM peak period is

approximately 18 seconds. During the PM peak period the junction is operating above capacity

with the highest RFC value of 1.34 occurring on the Gorse Street approach, as a result of this

the average junction delay is approximately 417 seconds.




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4.5 Option 3: Priority Arrangement – Segregated Junctions

Option 3 maintains the current priority arrangement between Gorse Street and the A678

Burnley Road, with a slight alteration to the main carriageway of Burnley Road to create a

dedicated right turn lane for vehicle movements onto Gorse Street. This option would have the

New Link Road terminating at Gorse Street, forming the minor arm on a priority junction

arrangement located behind existing residential properties on the north side of Burnley Road.

This arrangement does not require additional land in order to link the proposed link road

between Furthergate and Red Lion Roundabout. A drawing of this proposed Option is available

in Appendix C.

Option 3 was modelled as two independent junctions using Junctions 8 software PICADY

module. The two junctions were modelled separately as the stagger length is more than 40m,

which with reference to the TRL Junctions 8 User Manual means that the junctions can be

modelled as two separate T-junctions. A summary of the results is available in Table 4-6 below

and

The results from the Gorse Street / New Link Road priority junction show that during both peak

periods in the 2019 and 2034 assessments scenarios the junction is operating over capacity.

The highest RFC values observed in the 2019 assessment scenario are 1.18 and 1.24

occurring on the Link Road arm during the AM and PM peak periods respectively. A maximum

junction delay of approximately 280 seconds is observed in the 2019 assessment scenario.

The RFC values increase further in the 2034 assessment scenario, with the highest RFC values

of 1.41 and 1.64 observed on the Link Road arm in the AM and PM peak periods respectively.

A maximum junction delay of approximately 690 seconds is experienced in the 2034

assessment scenario.

Table 4-7 below provides the Gorse Street/New Link Road priority junction assessment results.

A full modelling output report is available in Appendix B.




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Table 4-6: Option 3 Gorse Street/ Link Road PICADY Results Summary

Arm

AM PM

Queue (PCU)

Delay (s)


Queue (PCU)

Delay (s)


Reassigned 2019

Link Rd 60.19 342.71 1.18 246.23

67.59 430.38 1.24 275.72

Gorse St (s) – Link Road 0.97 12.28 0.49 3.56 33.84 0.80

Reassigned 2034

Link Rd 146.15 870.31 1.41

616.50

160.93 1086.28 1.54

685.98 Gorse St (s) – Link Road 1.39 14.86 0.58 9.49 86.56 0.97










Table 4-7: Option 3 Gorse Street/A678 Burnley Road PICADY Results Summary

Arm

AM PM

Queue (PCU)

Delay (s) RFC Junction Delay (s)

Queue (PCU)

Delay (s)

RFC Junction Delay

(s)

Reassignment 2019

Gorse Street 1.10 12.94 0.53

15.93

42.04 212.02 1.11

152.42 A678 Burnley Road (E) – Gorse St

1.83 18.49 0.65 1.21 15.05 0.55

Reassignment 2034

Gorse Street 1.71 17.74 0.64

23.14

109.67 630.16 1.32

444.06 A678 Burnley Road (E) – Gorse St

3.17 27.65 0.78 1.80 19.34 0.65




15

The results from the Gorse Street / A678 Burnley Road priority junction modelling show that

during the AM peak period in the 2019 and 3034 assessment scenarios the junction operates

within capacity, with the highest RFC values of 0.65 and 0.78 observed for the right turn

movement from the A678 Burnley Road onto the Gorse Street arm.

The results for both the 2019 and 2034 assessment scenarios indicate that in the PM peak

period the junction operates over capacity, with the highest RFC values of 1.11 and 1.32

observed the Gorse Street arm.

It should be also noted that the Gorse Street / New Link Road priority junction and the Gorse

Street / A678 Burnley Road priority junctions are located approximately 20m apart, with a

storage capacity of approximately 3 PCUs. The results from










Table 4-7 reveal that queue lengths on Gorse Street are approximately 43 PCUs and 110 PCUs

for both the 2019 and 2034 assessment scenarios respectively. This results in blocking back

along Gorse Street and the New Link Road and would have a significant detrimental impact on

junction performance.

4.6 Option 4: Staggered Priority Junction (Residential Land)

Option 4 proposes a broadly similar option to that put forward for Option 2, with both Burnley

Road and Gorse Street forming minor arms in a priority junction arrangement with the proposed

New Link Road. The only significant difference presented is the alignment of the link road,

which is slightly offset for Option 4, avoiding land currently occupied by the Tesco car parking

area and through land currently occupied by a number of residential properties.

No additional modelling of this option has been undertaken, as it is considered that junction

performance would not differ significantly from that modelled for Option 2. Junction performance




16

for this proposed option is, therefore, assumed to be the same as that modelled for Option 2.

Option 4 staggered priority junction arrangement is shown in Appendix C respectively.


5/ Option Development – Red Lion

Roundabout

17

5. Option Development – Red Lion Roundabout

5.1 Introduction

This section provides a review of the proposed options for a new approach arm of the Red Lion

Roundabout located to its north.

5.2 Existing Junction Arrangement

Modelling of the existing junction arrangement has been undertaken using Junctions 8 software

ARCADY module. A summary of these results is available in Table 5-1 below. A full modelling

output report is provided in Appendix B.

Table 5-1: Red Lion Option 1 ARCADY Results Summary

Arm

AM PM

Queue (PCU)

Delay (s)


Queue (PCU)

Delay (s) RFC Junction Delay (s)

Baseline 2015

A6119 2.71 6.48 0.73

6.22

1.79 4.90 0.64

14.34

A6119 Whitebirk Rd

1.12 6.02 0.53 2.21 9.09 0.69

A678 (Burnley Road)

0.81 5.73 0.45 8.01 32.48 0.90

Baseline 2019

A6119 3.31 7.56 0.77

7.04

2.07 5.39 0.68

22.35

A6119 Whitebirk Rd

1.29 6.57 0.56 2.72 10.69 0.74

A678 (Burnley Road)

0.91 6.12 0.48 15.05 57.00 0.97

The results from the baseline modelling reveal that the junction is able to operate sufficiently

during the AM peak period in both the 2015 and 2019 assessments scenarios, with maximum

RFC values of 0.73 and 0.77 occurring on the A6119 arm. The average junction delay for both

the 2015 and 2019 AM peak period assessments does not exceed 8 seconds.



Roundabout

18

In the PM peak period for both the 2015 and 2019 assessment scenarios the junction is

operating within capacity, with the highest RFC values of 0.90 and 0.97 on the A678 Burnley

Road arm. The RFC value of 0.97 suggests that the junction is close to reaching its maximum

capacity, however the average junction delay does not exceed 23 seconds.

5.3 Option 1: Additional Arm North (Approach Only)

Option 1 at Red Lion Roundabout includes an additional entry arm to the north of the

roundabout junction running parallel to the current exit to the Range store. An additional entry

arm would be formed from an extension of Davies Road across an existing bridge towards the

Red Lion Roundabout, with a segregated entry and exit arms arrangement at the roundabout.

This would be accompanied by a new junction arrangement to the north of the canal, forming a

link between the Blakewater Road/ Whitebirk Drive and the Red Lion Roundabout. Expected

traffic reassignments for this route are detailed in Section 3.3. The proposed Option 1 for the

Red Lion Roundabout is shown in Appendix C.

Modelling of Option 1 has been undertaken using Junctions 8 software ARCADY module. A

summary of these results is available in Table 5-2 below. A full modelling output report is

available in Appendix B.



Roundabout

19

Table 5-2: Red Lion Option 1 ARCADY results Summary

Arm

AM PM

Queue (PCU)

Delay (s)


Queue (PCU)

Delay (s)


Reassigned 2019

A6119 2.57 6.48 0.72

6.00

1.70 4.90 0.63

8.51

A6119 Whitebirk Rd 1.29 6.58 0.57 2.71 10.66 0.73

A678 Burnley Road 0.06 4.38 0.06 0.14 5.15 0.12

Link Road 0.58 4.29 0.37 2.92 12.01 0.75

The Range 0.22 4.85 0.18 0.24 6.58 0.20

Reassigned 2034

A6119 4.80 10.72 0.83

8.90

2.61 6.61 0.73

17.05

A6119 Whitebirk Rd 2.00 8.95 0.67 5.95 21.16 0.87

A678 Burnley Road 0.08 4.88 0.08 0.19 6.00 0.16

Link Road 0.77 4.99 0.44 8.00 30.04 0.90

The Range 0.28 5.49 0.22 0.35 8.27 0.26

The results from Option 1 modelling reveal that the roundabout junction operates with spare

capacity in the 2019 assessment scenario, with the highest RFC value of 0.72 observed on the

A6119 arm during the AM peak period and the highest RFC value of 0.75 observed on the New

Link Road are during the PM peak period.

In the 2034 assessment scenario the roundabout junction still operates with spare capacity

during the AM and PM peak periods with the highest RFC value of 0.83 observed on the A6119

arm and 0.90 on the New Link Road Arm.

5.4 Option 2: Additional Arm (Two Lane)

Option 2 presents a similar arrangement to that detailed for Option 1, with a new approach arm

across the canal to the north of Red Lion Roundabout formed from an extension of Davis Road.

Option 2 would see the current exit arm to the Range closed, with the new arm forming a two

lane single carriageway hosting both entry and exit movements from the Red Lion Roundabout.

Option 2 roundabout junction arrangement is shown in Appendix C.



Roundabout

20

Modelling Option 2 has been undertaken using Junctions 8 software ARCADY module. A

summary of these results is available in Table 5-3. A full modelling output report is available in

Appendix B.

Table 5-3: Red Lion Option 2 ARCADY results Summary

Arm

AM PM

Queue (PCU)

Delay (s)


Queue (PCU)

Delay (s)


Reassigned 2019

A6119 2.57 6.48 0.72

5.98

1.70 4.90 0.63

8.49

A6119 Whitebirk Rd

1.29 6.58 0.57 2.71 10.66 0.73

A678 (Burnley Road)

0.06 4.38 0.06 0.14 5.15 0.12

Link Road 0.58 4.29 0.37 2.92 12.01 0.75

The Range 0.20 4.53 0.17 0.22 6.05 0.18

Reassigned 2034

A6119 4.80 10.72 0.83

8.88

2.61 6.61 0.73

17.02

A6119 Whitebirk Rd

2.00 8.95 0.67 5.95 21.16 0.87

A678 (Burnley Road)

0.08 4.88 0.08 0.19 6.00 0.16

Link Road 0.77 4.99 0.44 8.00 30.04 0.90

The Range 0.26 5.08 0.21 0.32 7.48 0.24

The results from the Option 2 modelling reveal that the junction is operating with spare capacity

in the 2019 assessment scenario, with the highest RFC values of 0.72 and 0.75 observed on

the A6119 and the New Link Road during the AM and PM peak periods respectively.

In the 2034 assessment scenario the junction operates within capacity during both the AM and

PM peak hours, with a maximum RFC value of 0.83 on the A6119 arm and the maximum RFC

value of 0.90 occurring on the New Link Road arm.



Roundabout

21

5.5 Option 3: Additional Arm (Approach Only) with Left-In/ Left-Out Junction

Option 3 proposes the same arm arrangement at the Red Lion roundabout as Option 1, with an

additional left-in/ left-out junction located along the A6119 towards Whitebirk roundabout. This is

intended to unlock land to the north of the A6119 for development.

No additional modelling of this option has been undertaken given the proposed geometric

arrangement of the Red Lion Roundabout and forecast traffic flows in future years are both

identical to those modelled for Option 1. Junction performance for this proposed option is,

therefore, assumed to be the same as that modelled for Option 1. Option 3 junction

arrangement is shown in Appendix C.


6/ Summary

22

6. Summary

6.1 Context Summary

A New Link Road running between Furthergate and Red Lion Roundabout was first proposed in

2009 as part of the Pennine Reach Major Transport Scheme. Planning permission for the link

road was granted in 2009, however due to political complications, full construction of the link

road was never completed.

The aim of the scheme is to provide the New Link Road between the A678 Furthergate junction

and the Red Lion Roundabout through a currently disused warehouse site, following the original

route proposed for the link road. It is expected that this would improve journey times between

the two junctions, providing an alternative route for through traffic between Blackburn and the

M65 via Junction 6, as well as reducing congestion through residential areas along Burnley

Road.

This Report therefore provides a review of a number of junction options for the New Link Road,

including junctions with Gorse Street and the A678 Burnley Road, as well as options for the new

approach arm to the Red Lion Roundabout.

6.2 Burnley Road/ Gorse Street Options Summary

A summary of the options presented for this location are as follows:

- Option 1: Signalised junction arrangement with Gorse Street/ New Link Road and Burnley

Road/ New Link Road;

- Option 2: Priority junction arrangement with Gorse Street/ New Link Road and Burnley

Road/ New Link Road, where Burnley Road and Gorse Street form minor arms;

- Option 3: Priority junction arrangement where the New Link Road feeds directly into Gorse

Street, with the existing Gorse Street/Burnley Road priority junction maintained;

- Option 4: Similar to Option 2, however with slight realignment of the New Link Road

carriageway through residential land. This option is considered identical to Option 2 in

relation to junction modelling.

Modelling outputs are summarised in Table 6-1 overleaf.


6/ Summary

23

Table 6-1: Gorse Street 2019 Options Comparison

Comparison of Results 2019 – Delay (Average seconds per PCU)

Junction with New Link Road

Baseline * Option 1 Option 2 Option 3 **

AM PM AM PM AM PM AM PM

Link Road/ Gorse Street

18.2 107.23

26.0 36.5 12.8 142.3

246.2 275.7

Gorse Street/ Burnley Road

- - 15.9 152.4

Comparison of Results 2034 – Delay (Average seconds per PCU)


Baseline * Option 1 Option 2 Option 3 **



- -

28.8 51.5 17.4 416.8

616.5 686.0


- - 23.1 444.1

Comparison of Results 2019 – Capacity


Baseline * (RFC) Option 1 (PRC) Option 2 (RFC) Option 3 ** (RFC)



0.73 1.05

38.1% 11.1% 0.59 1.12

1.18 1.24


- - 0.65 1.11

Comparison of Results 2034 – Capacity


Baseline * (RFC) Option 1 (PRC) Option 2 (RFC) Option 3 ** (RFC)



- -

26.5% -2.7% 0.70 1.34

1.41 1.54


- - 0.78 1.32

* For the Baseline, Gorse Street forms a junction with the current course of the A678 Burnley

Road.

** Option 3 was modelled as independent junctions. For the Gorse Street junction, the New Link

Road forms the minor arm with Gorse Street.

It can be seen from Table 6-1, that both Option 1 signal junction arrangement and Option 2

priority junction arrangement operate with spare capacity and minor delays during the AM peak

hour in both 2019 and 2034 assessment scenarios. During the PM peak hour, Option 1 signal

junction still has a positive practical reserve capacity (PRC) which indicates that the junction

can accept more traffic in the 2019 assessment scenario. In comparison Option 2 priority


6/ Summary

24

junction arrangement exceeds the 1.0 threshold for the RFC indicating that the junction is over

capacity. In 2034 assessment scenario, both Option 1 and Option 2 arrangements experience

increased delays and operate over capacity. Option 4 is considered identical to Option 2 in

terms of junction modelling.

The priority junction arrangement proposed for Option 3 is shown to present a significant

capacity issue at both modelled junctions; as such it is considered that this option would

generate unacceptable levels of congestion on the local highway network.

Taking into account the land availability issues associated with Tesco car park for Option 1 and

Option 2, the modelling assessment demonstrates that Option 1 signal junction arrangement

operates slightly better than Option 2. Option 1 signal junction arrangement can be therefore

considered as a preferred arrangement.

6.3 Red Lion Roundabout Options Summary

A summary of the proposed options at Red Lion Roundabout is as follows:

- Option 1: Additional entry only arm to the north of Red Lion Roundabout;

- Option 2: New entry and exit arm to the north of Red Lion Roundabout, with the closure of

the current exit only arm for the Range store; and

- Option 3: Similar to Option 1, with the addition of a left-in/ left-out priority junction along the

A6119. This option is considered identical to Option 1 in relation to junction modelling.

Modelling outputs are summarised in Table 6-2 overleaf.


6/ Summary

25

Table 6-2: Red Lion 2019 Options Comparison

Junction Comparison of Results 2019 – Delay (Average seconds per PCU)

Red Lion Roundabout

Base Option 1 Option 2

AM PM AM PM AM PM

6.2 14.3 6.0 8.5 6.0 8.5

Comparison of Results 2034 - Delay (Average seconds per PCU)


AM PM AM PM AM PM

- - 8.9 17.1 8.9 17.0

Comparison of Results 2019 – Capacity (RFC)


AM PM AM PM AM PM

0.73 0.90 0.72 0.75 0.72 0.75

Comparison of Results 2034 – Capacity (RFC)


AM PM AM PM AM PM

- - 0.83 0.90 0.83 0.90

From the results presented in Table 6-2, there is no considerable difference observed in

junction operation between Option 1 and Option 2 in relation to both junction capacity and

average vehicle delay. For the 2019 scenario, both options appear to improve junction

performance from the current junction arrangement, with the reassignment of traffic onto both

the New Link Road and the new approach arm to the north of the roundabout.

It can be therefore concluded that either of the options considered (Option 1, Option 2 and

Option 3) could be potentially implemented based on the junction modelling results. The

preferred option should be therefore considered based on the construction costs for each of the

options and wider benefits.


Appendix A

1

Appendix A - Traffic Flow Diagrams

A A6119 (E )

B A6119 (S) 5 E 0 A B C D E Total

C A678 91 0 A 765 619 0 0 1384

D Link Rd B 590 20 0 4 614

E The Range 0 0 0 0 C 453 12 0 1 466

0 0 0 0 D 0 0 0 0 0

0 0 0 0 E 0 0 0 0 0

0 0 1545 1043 Total 1043 777 639 0 5 2464

0 0 AD 0 0 A B C D E Total

0 0 0 47 A 607 552 0 47 1206

0 0 B 740 36 0 30 806

619 552 C 805 42 0 14 861

0 1 453 12 765 607 1384 1206 D 0 0 0 0 0

0 14 805 42 E 0 0 0 0 0

Total 1545 649 588 0 91 2873

466 20 0 4 590

861 36 0 30 740

649

C 588 614 777

639 806 B

0 AM 07:45-08:45

0 PM 16:30-17:302015 Red Lion Roundabout (Baseline)

A B AM A B C TOT

B A 52 248 300

C B 50 218 267

C 299 340 639

392 582 TOT 348 392 466 1206

338 267

59 52 58 524 PM A B C TOT

396 300 337 248 50 218 861 466 A 59 337 396

B 58 524 582

A C C 309 279 588

TOT 367 338 861 1566

348 367 340 279 639 588

299 309

0 AM 07:45-08:45

0 PM 16:30-17:302015 Burnley Road / Gorse Street (Baseline)

A678 Burnely Road West

Gorse Street

A678 Burnely Road East

A A6119 (E )

B A6119 (S) 5 E 0 A B C D E Total

C A678 96 0 A 805 651 0 0 1457

D Link Rd B 621 21 0 4 646

E The Range 0 0 0 0 C 477 13 0 1 490

0 0 0 0 D 0 0 0 0 0

0 0 0 0 E 0 0 0 0 0

0 0 1623 1098 Total 1098 818 673 0 5 2593


0 0 0 49 A 638 580 0 49 1267

0 0 B 778 38 0 32 847

651 580 C 846 44 0 15 905

0 1 477 13 805 638 1457 1267 D 0 0 0 0 0

0 15 846 44 E 0 0 0 0 0

Total 1623 682 618 0 96 3019

490 21 0 4 621

905 38 0 32 778

682

C 618 646 818

673 847 B

0 AM 07:45-08:45

0 PM 16:30-17:30

2019 Red Lion Roundabout (without

reassignments)

A B AM A B C TOT

B A 54 261 316

C B 52 229 281

C 315 358 673

412 611 TOT 367 412 490 1270

355 281

62 54 61 550 PM A B C TOT

416 316 354 261 52 229 905 490 A 62 354 416

B 61 550 611

A C C 325 293 618

TOT 386 355 905 1645

367 386 358 293 673 618

315 325

0 AM 07:45-08:45

0 PM 16:30-17:302019 Burnley Road / Gorse Street (Baseline)

A678 Burnely Road West

Gorse Street

A678 Burnely Road East

A A6119 (E )

B A6119 (S) 60 E 122 A B C D E Total

C A678 177 146 A 725 59 528 0 1311

D Link Rd B 590 2 19 35 646

E The Range 52 6 64 0 C 45 1 0 2 49

59 7 81 0 D 408 11 0 22 441

814 441 51 22 E 0 81 7 59 146

723 408 1542 1043 Total 1043 818 67 605 60 2593


605 556 0 49 A 574 52 470 49 1145

528 470 B 739 4 34 70 847

59 52 C 80 4 0 6 90

0 2 45 1 725 574 1311 1145 D 723 40 0 51 814

0 6 80 4 E 0 64 6 52 122

Total 1542 682 62 556 177 3019

49 2 19 35 590

90 4 34 70 739

682

C 62 646 818

67 847 B

0 AM 07:45-08:45

0 PM 16:30-17:302019 Red Lion Roundabout (with reassignments)

A BURNLEY ROAD (W) B AM A B C D TOT

B GORSE STREET A 54 235 26 316

C NEW LINK ROAD B 52 206 23 281

D BURNLEY ROAD (E) C 283 322 0 605

412 611 D 31 36 0 67

355 281 TOT 367 412 441 49 1270

91 90 116 495 PM A B C D TOT

416 316 381 290 410 325 410 325 319 235 75 206 814 441 A 62 319 35 416

35 26 B 61 495 55 611

A C C 292 264 0 556

D 32 29 0 62

367 386 31 36 335 353 358 408 358 408 322 264 605 556 TOT 386 355 814 90 1645

32 29 23 55 283 292

67 90

62 49

D

0 AM 07:45-08:45

0 PM 16:30-17:30

2019 Burnley Road / Gorse Street (with

reassignments)

A A6119 (E )

B A6119 (S) 69 E 139 A B C D E Total

C A678 202 167 A 831 67 605 0 1503

D Link Rd B 676 2 22 40 741

E The Range 60 7 73 0 C 52 1 0 3 56

67 7 92 0 D 467 13 0 26 506

929 506 59 26 E 0 92 7 67 167

825 467 1759 1196 Total 1196 938 77 694 69 2973


694 634 0 56 A 655 60 536 56 1307

605 536 B 843 4 39 80 966

67 60 C 92 5 0 7 103

0 3 52 1 831 655 1503 1307 D 825 45 0 59 929

0 7 92 5 E 0 73 7 60 139

Total 1759 778 70 634 202 3444

56 2 22 40 676

103 4 39 80 843

778

C 70 741 938

77 966 B

0 AM 07:45-08:45

0 PM 16:30-17:302034 Red Lion Roundabout (with reassignments)

A BURNLEY ROAD (W) B AM A B C D TOT

B GORSE STREET A 62 270 30 362

C NEW LINK ROAD B 60 236 26 323

D BURNLEY ROAD (E) C 325 369 0 694

412 697 D 36 41 0 77

355 323 TOT 420 473 506 56 1456

104 103 132 565 PM A B C D TOT

475 362 434 332 468 373 468 373 364 270 86 236 929 506 A 71 364 40 475

40 30 B 69 565 63 697

A C C 333 301 0 634

D 37 33 0 70

420 440 36 41 384 403 411 466 411 466 369 301 694 634 TOT 440 405 929 103 1877

37 33 26 63 325 333

77 103

70 56

D

0 AM 07:45-08:45

0 PM 16:30-17:30

2034 Burnley Road / Gorse Street (with

reassignments)


Appendix B

2

Appendix B – Modelling Output Reports

Filename: Baseline Priority.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Gorse Street Report generation date: 03/08/2017 10:28:22

» (Default Analysis Set) - Baseline 2015, AM » (Default Analysis Set) - Baseline 2015, PM » (Default Analysis Set) - Baseline 2019, AM » (Default Analysis Set) - Baseline 2019, PM

Summary of junction performance

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

weighted averages.

"D1 - Baseline 2015, AM " model duration: 07:30 - 09:00

"D2 - Baseline 2015, PM" model duration: 16:15 - 17:45

"D3 - Baseline 2019, AM" model duration: 07:30 - 09:00


Run using Junctions 8.0.6.541 at 03/08/2017 10:28:21

Junctions 8PICADY 8 - Priority Intersection Module

Version: 8.0.6.541 [19821,26/11/2015]

© Copyright TRL Limited, 2017

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

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

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

AM PM

Queue (PCU) Delay (s) RFCJunction Delay (s)


A1 - Baseline 2015

Stream B-AC 0.90 11.09 0.48

16.09

16.48 94.85 0.99

69.17

Stream C-AB 2.09 19.97 0.68 1.36 15.93 0.58

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -

A1 - Baseline 2019

Stream B-AC 1.01 11.94 0.51

18.24

29.30 150.71 1.05

107.23

Stream C-AB 2.56 23.04 0.73 1.57 17.45 0.62

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -

Generated on 03/08/2017 10:28:30 using Junctions 8 (8.0.6.541)

1

mailto:[email protected]

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

File summary

Analysis Options

Units

(Default Analysis Set) - Baseline 2015, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Junction Network Options

Title Gorse Street - Furthergate

Location

Site Number

Date 01/08/2017

Version

Status

Identifier

Client

Jobnumber

Enumerator katie.knight

Description Baseline Modelling

Vehicle Length (m)

Do Queue Variations

Calculate Residual Capacity

Residual Capacity Criteria Type

RFC Threshold

Average Delay Threshold (s)

Queue Threshold (PCU)

5.75 N/A 0.85 36.00 20.00

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

m kph PCU PCU perHour s -Min perMin

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

(Default Analysis Set) N/A 100.000

NameScenario

Name

Time Period Name

DescriptionTraffic Profile Type

Model Start Time (HH:mm)

Model Finish Time (HH:mm)

Model Time Period Length

(min)

Time Segment Length (min)

Single Time Segment Only

Locked

Baseline

2015, AM

Baseline

2015AM

ONE

HOUR07:30 09:00 90 15

Junction Name Junction Type Major Road Direction Arm Order Junction Delay (s) Junction LOS

1 (untitled) T-Junction Two-way A,B,C 16.09 C

Driving Side Lighting

Left Normal/unknown


2

Arms

Arms

Major Arm Geometry

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

Minor Arm Geometry

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts

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

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

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

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Arm Name Description Arm Type

A A Burnley Road (W) Major

B B Gorse Street Minor

C C Burnley Road (E) Major

ArmWidth of

carriageway (m)Has kerbed central

reserveWidth of kerbed central

reserve (m)Has right turn bay

Width For Right Turn (m)

Visibility For Right Turn (m)

Blocks?Blocking Queue

(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)

Visibility To Left (m)

Visibility To Right (m)

BOne

lane5.00 25 80

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix

Vehicle Mix Varies Over Time

Vehicle Mix Varies Over Turn

Vehicle Mix Varies Over Entry

Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV

Percentages2.00 ü ü

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

A ONE HOUR ü 298.00 100.000

B ONE HOUR ü 268.00 100.000

C ONE HOUR ü 639.00 100.000


3

Turning Proportions

Turning Counts / Proportions (PCU/hr) - Junction 1 (for whole period)

Turning Proportions (PCU) - Junction 1 (for whole period)

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period)

Heavy Vehicle Percentages - Junction 1 (for whole period)

Results

Results Summary for whole modelled period

To

From

A B C

A 0.000 50.000 248.000

B 50.000 0.000 218.000

C 299.000 340.000 0.000

To

From

A B C

A 0.00 0.17 0.83

B 0.19 0.00 0.81

C 0.47 0.53 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0

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

B-AC 0.48 11.09 0.90 B

C-AB 0.68 19.97 2.09 C

C-A - - - -

A-B - - - -

A-C - - - -


4

Main Results for each time segment

Main results: (07:30-07:45)






Stream Total Demand (PCU/hr) Entry Flow (PCU/hr) Pedestrian Demand (Ped/hr) Capacity (PCU/hr) RFC End Queue (PCU) Delay (s) LOS

B-AC 201.76 200.07 0.00 673.07 0.300 0.42 7.582 A

C-AB 256.32 253.17 0.00 575.12 0.446 0.79 11.077 B

C-A 224.75 224.75 0.00 - - - - -

A-B 37.64 37.64 0.00 - - - - -

A-C 186.71 186.71 0.00 - - - - -


B-AC 240.93 240.31 0.00 651.58 0.370 0.58 8.740 A

C-AB 307.61 306.17 0.00 568.18 0.541 1.15 13.660 B

C-A 266.84 266.84 0.00 - - - - -

A-B 44.95 44.95 0.00 - - - - -

A-C 222.95 222.95 0.00 - - - - -


B-AC 295.07 293.84 0.00 620.22 0.476 0.89 10.987 B

C-AB 388.77 385.25 0.00 568.04 0.684 2.03 19.306 C

C-A 314.78 314.78 0.00 - - - - -

A-B 55.05 55.05 0.00 - - - - -

A-C 273.05 273.05 0.00 - - - - -


B-AC 295.07 295.03 0.00 619.61 0.476 0.90 11.087 B

C-AB 388.77 388.51 0.00 568.04 0.684 2.09 19.971 C

C-A 314.78 314.78 0.00 - - - - -

A-B 55.05 55.05 0.00 - - - - -

A-C 273.05 273.05 0.00 - - - - -


B-AC 240.93 242.13 0.00 650.78 0.370 0.60 8.835 A

C-AB 307.61 311.09 0.00 568.18 0.541 1.22 14.186 B

C-A 266.84 266.84 0.00 - - - - -

A-B 44.95 44.95 0.00 - - - - -

A-C 222.95 222.95 0.00 - - - - -


B-AC 201.76 202.42 0.00 672.37 0.300 0.43 7.673 A

C-AB 256.32 257.92 0.00 575.12 0.446 0.82 11.406 B

C-A 224.75 224.75 0.00 - - - - -

A-B 37.64 37.64 0.00 - - - - -

A-C 186.71 186.71 0.00 - - - - -


5

(Default Analysis Set) - Baseline 2015, PM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2015, PM

Baseline

2015PM

ONE

HOUR16:15 17:45 90 15


1 (untitled) T-Junction Two-way A,B,C 69.17 F


Left Normal/unknown





ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


6






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions




(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 394.00 100.000

B ONE HOUR ü 582.00 100.000

C ONE HOUR ü 588.00 100.000

To

From

A B C

A 0.000 57.000 337.000

B 58.000 0.000 524.000

C 309.000 279.000 0.000

To

From

A B C

A 0.00 0.14 0.86

B 0.10 0.00 0.90

C 0.53 0.47 0.00


7

Vehicle Mix



Results





To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 0.99 94.85 16.48 F

C-AB 0.58 15.93 1.36 C

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 438.16 431.58 0.00 694.12 0.631 1.64 13.401 B

C-AB 210.14 207.78 0.00 560.03 0.375 0.59 10.155 B

C-A 232.54 232.54 0.00 - - - - -

A-B 42.91 42.91 0.00 - - - - -

A-C 253.71 253.71 0.00 - - - - -


B-AC 523.21 517.24 0.00 674.47 0.776 3.14 22.062 C

C-AB 251.35 250.41 0.00 548.94 0.458 0.83 12.018 B

C-A 277.25 277.25 0.00 - - - - -

A-B 51.24 51.24 0.00 - - - - -

A-C 302.96 302.96 0.00 - - - - -


8








Demand Set Details


B-AC 640.79 605.38 0.00 646.27 0.992 11.99 60.597 F

C-AB 311.39 309.38 0.00 537.02 0.580 1.33 15.671 C

C-A 336.01 336.01 0.00 - - - - -

A-B 62.76 62.76 0.00 - - - - -

A-C 371.04 371.04 0.00 - - - - -


B-AC 640.79 622.85 0.00 646.06 0.992 16.48 94.851 F

C-AB 311.39 311.29 0.00 537.02 0.580 1.36 15.930 C

C-A 336.01 336.01 0.00 - - - - -

A-B 62.76 62.76 0.00 - - - - -

A-C 371.04 371.04 0.00 - - - - -


B-AC 523.21 573.34 0.00 674.20 0.776 3.94 45.427 E

C-AB 251.35 253.31 0.00 548.94 0.458 0.87 12.257 B

C-A 277.25 277.25 0.00 - - - - -

A-B 51.24 51.24 0.00 - - - - -

A-C 302.96 302.96 0.00 - - - - -


B-AC 438.16 446.80 0.00 693.83 0.632 1.78 15.041 C

C-AB 210.14 211.15 0.00 560.03 0.375 0.61 10.350 B

C-A 232.54 232.54 0.00 - - - - -

A-B 42.91 42.91 0.00 - - - - -

A-C 253.71 253.71 0.00 - - - - -



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2019, AM

Baseline

2019AM

ONE

HOUR07:30 09:00 90 15


9

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry









Left Normal/unknown





ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -


10

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix


Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 314.00 100.000

B ONE HOUR ü 281.00 100.000

C ONE HOUR ü 673.00 100.000

To

From

A B C

A 0.000 53.000 261.000

B 52.000 0.000 229.000

C 315.000 358.000 0.000

To

From

A B C

A 0.00 0.17 0.83

B 0.19 0.00 0.81

C 0.47 0.53 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000


11


Results






To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 0.51 11.94 1.01 B

C-AB 0.73 23.04 2.56 C

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 211.55 209.72 0.00 668.05 0.317 0.46 7.824 A

C-AB 270.10 266.61 0.00 572.96 0.471 0.87 11.625 B

C-A 236.57 236.57 0.00 - - - - -

A-B 39.90 39.90 0.00 - - - - -

A-C 196.49 196.49 0.00 - - - - -


B-AC 252.61 251.91 0.00 645.10 0.392 0.63 9.139 A

C-AB 325.07 323.36 0.00 566.66 0.574 1.30 14.687 B

C-A 279.94 279.94 0.00 - - - - -

A-B 47.65 47.65 0.00 - - - - -

A-C 234.63 234.63 0.00 - - - - -


B-AC 309.39 307.92 0.00 611.38 0.506 1.00 11.805 B

C-AB 418.35 413.74 0.00 572.86 0.730 2.45 21.945 C

C-A 322.64 322.64 0.00 - - - - -

A-B 58.35 58.35 0.00 - - - - -

A-C 287.37 287.37 0.00 - - - - -


12







Demand Set Details

Junction Network

Junctions



B-AC 309.39 309.33 0.00 610.57 0.507 1.01 11.945 B

C-AB 418.35 417.93 0.00 572.86 0.730 2.56 23.044 C

C-A 322.64 322.64 0.00 - - - - -

A-B 58.35 58.35 0.00 - - - - -

A-C 287.37 287.37 0.00 - - - - -


B-AC 252.61 254.04 0.00 644.06 0.392 0.66 9.265 A

C-AB 325.07 329.70 0.00 566.66 0.574 1.40 15.477 C

C-A 279.94 279.94 0.00 - - - - -

A-B 47.65 47.65 0.00 - - - - -

A-C 234.63 234.63 0.00 - - - - -


B-AC 211.55 212.29 0.00 667.24 0.317 0.47 7.925 A

C-AB 270.10 272.04 0.00 572.96 0.471 0.91 12.039 B

C-A 236.57 236.57 0.00 - - - - -

A-B 39.90 39.90 0.00 - - - - -

A-C 196.49 196.49 0.00 - - - - -



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2019, PM

Baseline

2019PM

ONE

HOUR16:15 17:45 90 15




Left Normal/unknown


13

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows






ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



14

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix




A ONE HOUR ü 414.00 100.000

B ONE HOUR ü 611.00 100.000

C ONE HOUR ü 618.00 100.000

To

From

A B C

A 0.000 60.000 354.000

B 61.000 0.000 550.000

C 325.000 293.000 0.000

To

From

A B C

A 0.00 0.14 0.86

B 0.10 0.00 0.90

C 0.53 0.47 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


15

Results








B-AC 1.05 150.71 29.30 F

C-AB 0.62 17.45 1.57 C

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 459.99 452.35 0.00 689.03 0.668 1.91 14.774 B

C-AB 220.73 218.16 0.00 557.05 0.396 0.64 10.546 B

C-A 244.53 244.53 0.00 - - - - -

A-B 45.17 45.17 0.00 - - - - -

A-C 266.51 266.51 0.00 - - - - -


B-AC 549.28 540.95 0.00 668.17 0.822 3.99 26.660 D

C-AB 264.28 263.19 0.00 545.73 0.484 0.92 12.690 B

C-A 291.29 291.29 0.00 - - - - -

A-B 53.94 53.94 0.00 - - - - -

A-C 318.24 318.24 0.00 - - - - -


B-AC 672.72 614.69 0.00 638.07 1.054 18.50 83.150 F

C-AB 329.61 327.15 0.00 535.47 0.616 1.53 17.073 C

C-A 350.82 350.82 0.00 - - - - -

A-B 66.06 66.06 0.00 - - - - -

A-C 389.76 389.76 0.00 - - - - -


B-AC 672.72 629.51 0.00 637.80 1.055 29.30 150.712 F

C-AB 329.61 329.46 0.00 535.47 0.616 1.57 17.445 C

C-A 350.82 350.82 0.00 - - - - -

A-B 66.06 66.06 0.00 - - - - -

A-C 389.76 389.76 0.00 - - - - -


16




B-AC 549.28 640.13 0.00 667.83 0.822 6.59 106.255 F

C-AB 264.28 266.69 0.00 545.73 0.484 0.97 13.010 B

C-A 291.29 291.29 0.00 - - - - -

A-B 53.94 53.94 0.00 - - - - -

A-C 318.24 318.24 0.00 - - - - -


B-AC 459.99 477.89 0.00 688.71 0.668 2.12 18.358 C

C-AB 220.73 221.92 0.00 557.05 0.396 0.67 10.782 B

C-A 244.53 244.53 0.00 - - - - -

A-B 45.17 45.17 0.00 - - - - -

A-C 266.51 266.51 0.00 - - - - -


17

Full Input Data And Results

Full Input Data And Results User and Project Details

Project: Furthergate Link Road

Title: Gorse Street Junction

Location:

Additional detail:

File name: Option 1 - 170731 Gorse St Burnely Road Junction.lsg3x

Author: Calum Brown

Company:

Address:

Network Layout Diagram


C1

Phase Diagram

A

BC

D

Phase Input Data

Phase Name Phase Type Stage Stream Assoc. Phase Street Min Cont Min

A Traffic 1 7 7

B Traffic 1 7 7

C Traffic 1 7 7

D Ind. Arrow 1 B 4 4

Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D

A - 5 6 6

B 5 - - -

C 6 - - 6

D 6 - 6 -

Phases in Stage

Stream Stage No. Phases in Stage

1 1 A

1 2 B D

1 3 B C

Stage Diagram Stage Stream: 1

A

BC

D

1 Min >= 7

A

BC

D

2 Min >= 4

A

BC

D

3 Min >= 7


Phase Delays Stage Stream: 1

Term. Stage Start Stage Phase Type Value Cont value

There are no Phase Delays defined

Prohibited Stage Change Stage Stream: 1

To Stage

From Stage

1 2 3

1 6 6

2 6 6

3 6 6

C2

Phase Diagram

A

B

C

D

EF

G

H


Phase Input Data

Phase Name Phase Type Stage Stream Assoc. Phase Street Min Cont Min

A Traffic 1 7 7

B Traffic 1 7 7

C Traffic 1 7 7

D Ind. Arrow 1 C 4 4

E Pedestrian 1 9 9

F Pedestrian 1 9 9

G Pedestrian 1 9 9

H Pedestrian 1 9 9

Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D E F G H

A - 7 - 6 6 - - 10

B 8 - 6 6 - 5 - 8

C - 6 - - 10 - 5 -

D 8 6 - - 10 - - -

E 11 - 8 8 - - - -

F - 12 - - - - - -

G - - 7 - - - - -

H 5 6 - - - - - -

Phases in Stage

Stream Stage No. Phases in Stage

1 1 A C F

1 2 B E G

1 3 C D F H

Stage Diagram Stage Stream: 1

A

B

C

D

EF

G

H

1 Min >= 7

A

B

C

D

EF

G

H

2 Min >= 7

A

B

C

D

EF

G

H

3 Min >= 9

Phase Delays Stage Stream: 1

Term. Stage Start Stage Phase Type Value Cont value

There are no Phase Delays defined


Prohibited Stage Change Stage Stream: 1

To Stage

From Stage

1 2 3

1 12 10

2 11 8

3 8 12


Give-Way Lane Input Data

Junction: J1: Gorse Street Junction

Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Min 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)

J1:2/1 (Link Road)

J1:4/1 (Right) 1439 0 J1:3/1 1.09 All 2.00 2.00 0.50 2 2.00

Junction: J2: Burnley Road Junction

Lane Movement

Max Flow when

Giving Way (PCU/Hr)

Min 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)

J2:3/2 (Bunley Close)

J2:5/1 (Right) 1439 0 J2:1/1 1.09 All 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)

J1:1/1 (Gorse Street)

U A 2 3 60.0 Geom - 3.25 0.00 Y

Arm J1:5 Left

Inf

Arm J1:6 Right

Inf

J1:2/1 (Link

Road) O B D 2 3 60.0 Geom - 3.25 0.00 Y

Arm J1:4 Right

Inf

Arm J1:6 Ahead

Inf

J1:3/1 (Link

Road) U C 2 3 11.0 Geom - 3.25 0.00 Y

Arm J1:4 Left

Inf

Arm J1:5 Ahead

Inf


U 2 3 60.0 Inf - - - - - -

J1:5/1 (Link

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

J1:6/1 (Link

Road) U 2 3 60.0 Geom - 3.25 0.00 Y

Arm J2:1 Ahead

Inf



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)

J2:1/1 (Link Road)

U A 2 3 13.0 Geom - 3.25 0.00 Y

Arm J2:5 Left

Inf

Arm J2:6 Ahead

Inf

J2:2/1 (Burnley Road)

U B 2 3 60.0 Geom - 3.00 0.00 Y Arm J2:6

Left Inf


U B 2 3 8.0 Geom - 3.00 0.00 Y Arm J2:4

Right Inf


U C 2 3 60.0 Geom - 3.00 0.00 Y Arm J2:4

Ahead Inf


O C D 2 3 5.0 Geom - 2.50 0.00 Y Arm J2:5

Right Inf

J2:4/1 (Link Road)

U 2 3 60.0 Geom - 3.25 0.00 Y Arm J1:3

Ahead Inf

J2:5/1 (Burnely Road)

U 2 3 60.0 Inf - - - - - -

J2:6/1 (Burnley Close)

U 2 3 60.0 Inf - - - - - -

Traffic Flow Groups

Flow Group Start Time End Time Duration Formula

1: '2019 AM Reassignment' 07:45 08:45 01:00

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

3: '2034 AM Future Year' 07:45 08:45 01:00

4: '2034 PM Future Year' 16:30 17:30 01:00

Scenario 1: '2019 AM' (FG1: '2019 AM Reassignment', Plan 1: 'Network Control Plan 1')

Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C D Tot.

A 0 53 235 26 314

B 52 0 206 23 281

C 283 322 0 0 605

D 31 36 0 0 67

Tot. 366 411 441 49 1267


Traffic Lane Flows

Lane Scenario 1:

2019 AM


J1:1/1 281

J1:2/1 605

J1:3/1 324

J1:4/1 411

J1:5/1 441

J1:6/1 358


J2:1/1 358

J2:2/1 (with short)

67(In) 31(Out)

J2:2/2 (short)

36

J2:3/1 (with short)

314(In) 288(Out)

J2:3/2 (short)

26

J2:4/1 324

J2:5/1 49

J2:6/1 366

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)


3.25 0.00 Y Arm J1:5 Left Inf 73.3 %

1940 1940 Arm J1:6 Right Inf 26.7 %

J1:2/1 (Link Road)

3.25 0.00 Y Arm J1:4 Right Inf 53.2 %

1940 1940 Arm J1:6 Ahead Inf 46.8 %

J1:3/1 (Link Road)

3.25 0.00 Y Arm J1:4 Left Inf 27.5 %

1940 1940 Arm J1:5 Ahead Inf 72.5 %

J1:4/1 (Gorse Street Lane 1)

Infinite Saturation Flow Inf Inf

J1:5/1 (Link Road Lane 1)


J1:6/1 (Link Road)

3.25 0.00 Y Arm J2:1 Ahead Inf 100.0 % 1940 1940



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)


J2:1/1 (Link Road)

3.25 0.00 Y Arm J2:5 Left Inf 6.4 %

1940 1940 Arm J2:6 Ahead Inf 93.6 %


3.00 0.00 Y Arm J2:6 Left Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Right Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Ahead Inf 100.0 % 1915 1915


2.50 0.00 Y Arm J2:5 Right Inf 100.0 % 1865 1865

J2:4/1 (Link Road)

3.25 0.00 Y Arm J1:3 Ahead Inf 100.0 % 1940 1940

J2:5/1 (Burnely Road Lane 1)


J2:6/1 (Burnley Close Lane 1)


Scenario 2: '2019 PM' (FG2: '2019 PM Reassignment', Plan 1: 'Network Control Plan 1')


Destination

Origin

A B C D Tot.

A 0 60 319 35 414

B 61 0 495 55 611

C 292 264 0 0 556

D 32 29 0 0 61

Tot. 385 353 814 90 1642


Traffic Lane Flows

Lane Scenario 2:

2019 PM


J1:1/1 611

J1:2/1 556

J1:3/1 408

J1:4/1 353

J1:5/1 814

J1:6/1 408


J2:1/1 408

J2:2/1 (with short)

61(In) 32(Out)

J2:2/2 (short)

29

J2:3/1 (with short)

414(In) 379(Out)

J2:3/2 (short)

35

J2:4/1 408

J2:5/1 90

J2:6/1 385



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)



3.25 0.00 Y Arm J1:5 Left Inf 81.0 %

1940 1940 Arm J1:6 Right Inf 19.0 %

J1:2/1 (Link Road)

3.25 0.00 Y Arm J1:4 Right Inf 47.5 %

1940 1940 Arm J1:6 Ahead Inf 52.5 %

J1:3/1 (Link Road)

3.25 0.00 Y Arm J1:4 Left Inf 21.8 %

1940 1940 Arm J1:5 Ahead Inf 78.2 %





J1:6/1 (Link Road)

3.25 0.00 Y Arm J2:1 Ahead Inf 100.0 % 1940 1940



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)


J2:1/1 (Link Road)

3.25 0.00 Y Arm J2:5 Left Inf 13.5 %

1940 1940 Arm J2:6 Ahead Inf 86.5 %


3.00 0.00 Y Arm J2:6 Left Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Right Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Ahead Inf 100.0 % 1915 1915


2.50 0.00 Y Arm J2:5 Right Inf 100.0 % 1865 1865

J2:4/1 (Link Road)

3.25 0.00 Y Arm J1:3 Ahead Inf 100.0 % 1940 1940





Scenario 3: '2034 AM' (FG3: '2034 AM Future Year', Plan 1: 'Network Control Plan 1')


Destination

Origin

A B C D Tot.

A 0 60 270 30 360

B 60 0 236 26 322

C 325 369 0 0 694

D 36 41 0 0 77

Tot. 421 470 506 56 1453


Traffic Lane Flows

Lane Scenario 3:

2034 AM


J1:1/1 322

J1:2/1 694

J1:3/1 371

J1:4/1 470

J1:5/1 506

J1:6/1 411


J2:1/1 411

J2:2/1 (with short)

77(In) 36(Out)

J2:2/2 (short)

41

J2:3/1 (with short)

360(In) 330(Out)

J2:3/2 (short)

30

J2:4/1 371

J2:5/1 56

J2:6/1 421



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)



3.25 0.00 Y Arm J1:5 Left Inf 73.3 %

1940 1940 Arm J1:6 Right Inf 26.7 %

J1:2/1 (Link Road)

3.25 0.00 Y Arm J1:4 Right Inf 53.2 %

1940 1940 Arm J1:6 Ahead Inf 46.8 %

J1:3/1 (Link Road)

3.25 0.00 Y Arm J1:4 Left Inf 27.2 %

1940 1940 Arm J1:5 Ahead Inf 72.8 %





J1:6/1 (Link Road)

3.25 0.00 Y Arm J2:1 Ahead Inf 100.0 % 1940 1940



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)


J2:1/1 (Link Road)

3.25 0.00 Y Arm J2:5 Left Inf 6.3 %

1940 1940 Arm J2:6 Ahead Inf 93.7 %


3.00 0.00 Y Arm J2:6 Left Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Right Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Ahead Inf 100.0 % 1915 1915


2.50 0.00 Y Arm J2:5 Right Inf 100.0 % 1865 1865

J2:4/1 (Link Road)

3.25 0.00 Y Arm J1:3 Ahead Inf 100.0 % 1940 1940





Scenario 4: '2034 PM' (FG4: '2034 PM Future Year', Plan 1: 'Network Control Plan 1')


Destination

Origin

A B C D Tot.

A 0 68 364 40 472

B 69 0 565 63 697

C 333 301 0 0 634

D 37 33 0 0 70

Tot. 439 402 929 103 1873


Traffic Lane Flows

Lane Scenario 4:

2034 PM


J1:1/1 697

J1:2/1 634

J1:3/1 465

J1:4/1 402

J1:5/1 929

J1:6/1 465


J2:1/1 465

J2:2/1 (with short)

70(In) 37(Out)

J2:2/2 (short)

33

J2:3/1 (with short)

472(In) 432(Out)

J2:3/2 (short)

40

J2:4/1 465

J2:5/1 103

J2:6/1 439



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)



3.25 0.00 Y Arm J1:5 Left Inf 81.1 %

1940 1940 Arm J1:6 Right Inf 18.9 %

J1:2/1 (Link Road)

3.25 0.00 Y Arm J1:4 Right Inf 47.5 %

1940 1940 Arm J1:6 Ahead Inf 52.5 %

J1:3/1 (Link Road)

3.25 0.00 Y Arm J1:4 Left Inf 21.7 %

1940 1940 Arm J1:5 Ahead Inf 78.3 %





J1:6/1 (Link Road)

3.25 0.00 Y Arm J2:1 Ahead Inf 100.0 % 1940 1940



Lane Lane Width

(m) Gradient

Nearside Lane

Allowed Turns

Turning Radius

(m)

Turning Prop.

Sat Flow (PCU/Hr)


J2:1/1 (Link Road)

3.25 0.00 Y Arm J2:5 Left Inf 13.5 %

1940 1940 Arm J2:6 Ahead Inf 86.5 %


3.00 0.00 Y Arm J2:6 Left Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Right Inf 100.0 % 1915 1915


3.00 0.00 Y Arm J2:4 Ahead Inf 100.0 % 1915 1915


2.50 0.00 Y Arm J2:5 Right Inf 100.0 % 1865 1865

J2:4/1 (Link Road)

3.25 0.00 Y Arm J1:3 Ahead Inf 100.0 % 1940 1940





Scenario 1: '2019 AM' (FG1: '2019 AM Reassignment', Plan 1: 'Network Control Plan 1') C1

Stage Sequence Diagram Stage Stream: 1

A

1 Min: 7

6 19s

B

D

2 Min: 4

6 4s

BC

3 Min: 7

6 49s Stage Timings Stage Stream: 1

Stage 1 2 3

Duration 19 4 49

Change Point 87 22 32


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

2 6 : 4

22

3 6 : 49

32

16 : 19

87

D DC CB BA A

C2


A

C

F

1 Min: 7

8 46s

B

E

G

2 Min: 7

12 7s

C

D

F

H

3 Min: 9


Stage 1 2 3

Duration 46 7 9




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

3 8 : 9

8

1 8 : 46

25

2 12 : 7

79

H H

G G

F F

E E

D D

C C

B B

A A


Network Results

Item Lane Description

Lane Type

Controller Stream

Position In Filtered Route

Full Phase Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Network: Gorse Street Junction

- - N/A - - - - - - - - 65.2%

J1: Gorse Street Junction

- - N/A - - - - - - - - 65.2%

1/1 Gorse Street

Left Right U 1:1 N/A C1:A 1 19 - 281 1940 431 65.2%

2/1 Link Road

Right Ahead O 1:1 N/A C1:B C1:D 1 60 4 605 1940 1142 53.0%

3/1 Link Road Left

Ahead U 1:1 N/A C1:C 1 49 - 324 1940 1078 30.1%

4/1 Gorse Street U N/A N/A - - - - 411 Inf Inf 0.0%

5/1 Link Road U N/A N/A - - - - 441 Inf Inf 0.0%

6/1 Link Road

Ahead U N/A N/A - - - - 358 1940 1940 18.5%

J2: Burnley Road Junction

- - N/A - - - - - - - - 35.3%

1/1 Link Road Left

Ahead U 2:1 N/A C2:A 1 46 - 358 1940 1013 35.3%

2/1+2/2 Burnley Road

Right Left U 2:1 N/A C2:B 1 7 - 67 1915:1915 170+170

18.2 : 21.1%

3/1+3/2 Bunley Close Ahead Right

U+O 2:1 N/A C2:C C2:D 1 63 9 314 1915:1865 1271+115 22.7 : 22.7%

4/1 Link Road

Ahead U N/A N/A - - - - 324 1940 1940 16.7%

5/1 Burnely Road U N/A N/A - - - - 49 Inf Inf 0.0%

6/1 Burnley Close U N/A N/A - - - - 366 Inf Inf 0.0%

Ped Link: P1 Unnamed Ped

Link - 2:1 - C2:E 1 9 - 0 - 0 0.0%


Link - 2:1 - C2:F 1 66 - 0 - 0 0.0%



Link - 2:1 - C2:G 1 14 - 0 - 0 0.0%


Link - 2:1 - C2:H 1 9 - 0 - 0 0.0%

Item Arriving (pcu) Leaving (pcu)

Turners In Gaps (pcu)

Turners When Unopposed (pcu)

Turners In Intergreen (pcu)

Uniform Delay (pcuHr)

Rand + Oversat Delay (pcuHr)

Storage Area Uniform Delay (pcuHr)

Total Delay (pcuHr)

Av. Delay Per PCU (s/pcu)

Max. Back of Uniform Queue (pcu)

Rand + Oversat Queue (pcu)

Mean Max Queue (pcu)


- - 233 115 0 6.5 2.5 0.2 9.2 - - - -


- - 219 103 0 4.4 1.8 0.2 6.5 - - - -

1/1 281 281 - - - 2.5 0.9 - 3.4 43.7 6.3 0.9 7.2

2/1 605 605 219 103 0 1.1 0.6 0.2 1.9 11.5 7.1 0.6 7.6

3/1 324 324 - - - 0.8 0.2 - 1.0 11.4 4.7 0.2 5.0

4/1 411 411 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

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

6/1 358 358 - - - 0.0 0.1 - 0.1 1.1 0.0 0.1 0.1


- - 14 12 0 2.0 0.6 0.0 2.7 - - - -

1/1 358 358 - - - 0.9 0.3 - 1.2 12.2 4.0 0.3 4.3

2/1+2/2 67 67 - - - 0.7 0.1 - 0.8 44.7 0.8 0.1 1.0

3/1+3/2 314 314 14 12 0 0.4 0.1 0.0 0.5 6.1 2.4 0.1 2.5

4/1 324 324 - - - 0.0 0.1 - 0.1 1.1 0.0 0.1 0.1

5/1 49 49 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 366 366 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

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

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

Ped Link: P3 0 0 - - - - - - - - - - -

Ped Link: P4 0 0 - - - - - - - - - - -

C1 Stream: 1 PRC for Signalled Lanes (%): 38.1 Total Delay for Signalled Lanes (pcuHr): 6.36 Cycle Time (s): 90 C2 Stream: 1 PRC for Signalled Lanes (%): 154.7 Total Delay for Signalled Lanes (pcuHr): 2.57 Cycle Time (s): 90 PRC Over All Lanes (%): 38.1 Total Delay Over All Lanes(pcuHr): 9.15

Full Input Data And Results Scenario 2: '2019 PM' (FG2: '2019 PM Reassignment', Plan 1: 'Network Control Plan 1') C1


A

1 Min: 7

6 34s

B

D

2 Min: 4

6 4s

BC

3 Min: 7


Stage 1 2 3

Duration 34 4 34



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

2 6 : 4

22

3 6 : 34

32

16 : 34

72

D DC CB BA A

C2


A

C

F

1 Min: 7

8 46s

B

E

G

2 Min: 7

12 7s

C

D

F

H

3 Min: 9


Stage 1 2 3

Duration 46 7 9




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

3 8 : 9

8

1 8 : 46

25

2 12 : 7

79

H H

G G

F F

E E

D D

C C

B B

A A


Network 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 - - - - - - - - 81.0%


- - N/A - - - - - - - - 81.0%

1/1 Gorse Street

Left Right U 1:1 N/A C1:A 1 34 - 611 1940 754 81.0%

2/1 Link Road


3/1 Link Road Left

Ahead U 1:1 N/A C1:C 1 34 - 408 1940 754 54.1%



6/1 Link Road

Ahead U N/A N/A - - - - 408 1940 1940 21.0%


- - N/A - - - - - - - - 40.3%

1/1 Link Road Left

Ahead U 2:1 N/A C2:A 1 46 - 408 1940 1013 40.3%


Right Left U 2:1 N/A C2:B 1 7 - 61 1915:1915 170+170

18.8 : 17.0%


U+O 2:1 N/A C2:C C2:D 1 63 9 414 1915:1865 1269+117 29.9 : 29.9%

4/1 Link Road

Ahead U N/A N/A - - - - 408 1940 1940 21.0%




Link - 2:1 - C2:E 1 9 - 0 - 0 0.0%


Link - 2:1 - C2:F 1 66 - 0 - 0 0.0%



Link - 2:1 - C2:G 1 14 - 0 - 0 0.0%


Link - 2:1 - C2:H 1 9 - 0 - 0 0.0%








Total Delay (pcuHr)






- - 191 108 0 10.9 5.4 0.4 16.7 - - - -


- - 172 92 0 8.8 4.6 0.4 13.8 - - - -

1/1 611 611 - - - 4.2 2.1 - 6.2 36.7 13.6 2.1 15.6

2/1 556 556 172 92 0 2.6 1.8 0.4 4.8 31.2 12.4 1.8 14.1

3/1 408 408 - - - 2.0 0.6 - 2.6 23.0 8.1 0.6 8.7

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

5/1 814 814 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 408 408 - - - 0.0 0.1 - 0.1 1.2 0.0 0.1 0.1


- - 19 16 0 2.1 0.8 0.0 2.9 - - - -

1/1 408 408 - - - 0.9 0.3 - 1.2 10.9 4.0 0.3 4.3

2/1+2/2 61 61 - - - 0.6 0.1 - 0.8 44.5 0.7 0.1 0.8

3/1+3/2 414 414 19 16 0 0.5 0.2 0.0 0.8 6.5 3.4 0.2 3.6

4/1 408 408 - - - 0.0 0.1 - 0.1 1.2 0.0 0.1 0.1

5/1 90 90 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 385 385 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

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

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

Ped Link: P3 0 0 - - - - - - - - - - -

Ped Link: P4 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 3: '2034 AM' (FG3: '2034 AM Future Year', Plan 1: 'Network Control Plan 1') C1


A

1 Min: 7

6 20s

B

D

2 Min: 4

6 8s

BC

3 Min: 7


Stage 1 2 3

Duration 20 8 44



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 6 : 20

0

2 6 : 8

26

3 6 : 44

40

D DC CB BA A

C2


A

C

F

1 Min: 7

8 46s

B

E

G

2 Min: 7

12 7s

C

D

F

H

3 Min: 9


Stage 1 2 3

Duration 46 7 9




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

3 8 : 9

11

1 8 : 46

28

212 : 7

82

H H

G G

F F

E E

D D

C C

B B

A A


Network 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 - - - - - - - - 71.1%


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

1/1 Gorse Street

Left Right U 1:1 N/A C1:A 1 20 - 322 1940 453 71.1%

2/1 Link Road


3/1 Link Road Left

Ahead U 1:1 N/A C1:C 1 44 - 371 1940 970 38.2%



6/1 Link Road

Ahead U N/A N/A - - - - 411 1940 1940 21.2%


- - N/A - - - - - - - - 40.6%

1/1 Link Road Left

Ahead U 2:1 N/A C2:A 1 46 - 411 1940 1013 40.6%


Right Left U 2:1 N/A C2:B 1 7 - 77 1915:1915 170+170

21.1 : 24.1%


U+O 2:1 N/A C2:C C2:D 1 63 9 360 1915:1865 1270+115 26.0 : 26.0%

4/1 Link Road

Ahead U N/A N/A - - - - 371 1940 1940 19.1%




Link - 2:1 - C2:E 1 9 - 0 - 0 0.0%


Link - 2:1 - C2:F 1 66 - 0 - 0 0.0%



Link - 2:1 - C2:G 1 14 - 0 - 0 0.0%


Link - 2:1 - C2:H 1 9 - 0 - 0 0.0%








Total Delay (pcuHr)






- - 236 163 0 8.0 3.3 0.3 11.6 - - - -


- - 220 149 0 5.7 2.6 0.3 8.5 - - - -

1/1 322 322 - - - 2.8 1.2 - 4.0 45.2 7.3 1.2 8.5

2/1 694 694 220 149 0 1.5 0.9 0.3 2.7 14.2 8.9 0.9 9.8

3/1 371 371 - - - 1.3 0.3 - 1.6 15.5 6.2 0.3 6.5

4/1 470 470 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 506 506 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 411 411 - - - 0.0 0.1 - 0.1 1.2 0.0 0.1 0.1


- - 16 14 0 2.3 0.8 0.0 3.1 - - - -

1/1 411 411 - - - 1.1 0.3 - 1.4 12.4 4.5 0.3 4.8

2/1+2/2 77 77 - - - 0.8 0.1 - 1.0 45.0 0.9 0.1 1.1

3/1+3/2 360 360 16 14 0 0.4 0.2 0.0 0.6 6.3 2.8 0.2 3.0

4/1 371 371 - - - 0.0 0.1 - 0.1 1.1 0.0 0.1 0.1

5/1 56 56 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 421 421 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

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

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

Ped Link: P3 0 0 - - - - - - - - - - -

Ped Link: P4 0 0 - - - - - - - - - - -


Full Input Data And Results Scenario 4: '2034 PM' (FG4: '2034 PM Future Year', Plan 1: 'Network Control Plan 1') C1


A

1 Min: 7

6 34s

B

D

2 Min: 4

6 4s

BC

3 Min: 7


Stage 1 2 3

Duration 34 4 34



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 6 : 34

0

2 6 : 4

40

3 6 : 34

50

D DC CB BA A

C2


A

C

F

1 Min: 7

8 38s

B

E

G

2 Min: 7

12 7s

C

D

F

H

3 Min: 9


Stage 1 2 3

Duration 38 7 17




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 : 38

0

2 12 : 7

46

3 8 : 17

65

H H

G G

F F

E E

D D

C C

B B

A A


Network 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 - - - - - - - - 92.4%


- - N/A - - - - - - - - 92.4%

1/1 Gorse Street

Left Right U 1:1 N/A C1:A 1 34 - 697 1940 754 92.4%

2/1 Link Road


3/1 Link Road Left

Ahead U 1:1 N/A C1:C 1 34 - 465 1940 754 61.6%



6/1 Link Road

Ahead U N/A N/A - - - - 465 1940 1940 24.0%


- - N/A - - - - - - - - 55.3%

1/1 Link Road Left

Ahead U 2:1 N/A C2:A 1 38 - 465 1940 841 55.3%


Right Left U 2:1 N/A C2:B 1 7 - 70 1915:1915 170+170

21.7 : 19.4%


U+O 2:1 N/A C2:C C2:D 1 63 17 472 1915:1865 1269+117 34.1 : 34.1%

4/1 Link Road

Ahead U N/A N/A - - - - 465 1940 1940 24.0%




Link - 2:1 - C2:E 1 9 - 0 - 0 0.0%


Link - 2:1 - C2:F 1 66 - 0 - 0 0.0%



Link - 2:1 - C2:G 1 14 - 0 - 0 0.0%


Link - 2:1 - C2:H 1 17 - 0 - 0 0.0%








Total Delay (pcuHr)






- - 192 114 35 15.6 10.7 0.5 26.8 - - - -


- - 174 92 35 11.3 9.5 0.4 21.3 - - - -

1/1 697 697 - - - 5.1 5.1 - 10.2 52.8 16.5 5.1 21.6

2/1 634 634 174 92 35 3.4 3.4 0.4 7.2 41.1 14.6 3.4 18.1

3/1 465 465 - - - 2.8 0.8 - 3.6 28.1 7.8 0.8 8.6

4/1 402 402 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

5/1 929 929 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 465 465 - - - 0.0 0.2 - 0.2 1.2 0.0 0.2 0.2


- - 18 22 0 4.3 1.2 0.0 5.5 - - - -

1/1 465 465 - - - 3.0 0.6 - 3.6 27.9 9.4 0.6 10.0

2/1+2/2 70 70 - - - 0.7 0.1 - 0.9 44.8 0.9 0.1 1.0

3/1+3/2 472 472 18 22 0 0.6 0.3 0.0 0.9 6.9 4.0 0.3 4.2

4/1 465 465 - - - 0.0 0.2 - 0.2 1.2 0.0 0.2 0.2

5/1 103 103 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

6/1 439 439 - - - 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0

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

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

Ped Link: P3 0 0 - - - - - - - - - - -

Ped Link: P4 0 0 - - - - - - - - - - -

C1 Stream: 1 PRC for Signalled Lanes (%): -2.7 Total Delay for Signalled Lanes (pcuHr): 21.10 Cycle Time (s): 90 C2 Stream: 1 PRC for Signalled Lanes (%): 62.7 Total Delay for Signalled Lanes (pcuHr): 5.38 Cycle Time (s): 90 PRC Over All Lanes (%): -2.7 Total Delay Over All Lanes(pcuHr): 26.79

Filename: Option 2 Staggered Priority.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Gorse Street Report generation date: 03/08/2017 10:32:15

» (Default Analysis Set) - Reassigned 2019, AM » (Default Analysis Set) - Reassigned 2019, PM » (Default Analysis Set) - Reassigned 2034, AM » (Default Analysis Set) - Reassigned 2034, PM



weighted averages.

"D1 - Reassigned 2019, AM " model duration: 07:30 - 09:00

"D2 - Reassigned 2019, PM" model duration: 16:15 - 17:45

"D3 - Reassigned 2034, AM" model duration: 07:30 - 09:00




Version: 8.0.6.541 [19821,26/11/2015]





AM PM



A1 - Reassigned 2019

Stream B-C 0.05 5.61 0.05

12.77

0.06 5.72 0.05

142.32

Stream B-AD 0.10 8.74 0.09 0.08 9.30 0.08

Stream A-BCD 1.42 14.12 0.59 0.99 12.21 0.50

Stream A-B - - - - - -

Stream A-C - - - - - -

Stream D-ABC 1.11 13.10 0.53 43.77 220.25 1.12

Stream C-ABD 0.05 6.22 0.05 0.07 6.54 0.07

Stream C-D - - - - - -

Stream C-A - - - - - -


Stream B-C 0.06 5.83 0.06

17.42

0.07 6.01 0.06

416.75

Stream B-AD 0.12 9.43 0.11 0.10 10.28 0.09

Stream A-BCD 2.27 19.20 0.70 1.43 15.09 0.59

Stream A-B - - - - - -

Stream A-C - - - - - -

Stream D-ABC 1.79 18.63 0.65 114.91 658.54 1.34

Stream C-ABD 0.06 6.44 0.06 0.08 6.91 0.08

Stream C-D - - - - - -

Stream C-A - - - - - -


1



File summary

Analysis Options

Units

(Default Analysis Set) - Reassigned 2019, AM



Demand Set Details

Junction Network

Junctions


Title Gorse Street

Location

Site Number

Date 31/07/2017

Version

Status

Identifier

Client

Jobnumber


Description Option 2 - Staggered Junction

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, AM

Reassigned

2019AM

ONE

HOUR07:30 09:00 90 15


1 (untitled) OS-NS Stagger (UK RL Stagger) Two-way A,B,C,D 12.77 B


Left Normal/unknown


2

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows



A A Link Road (E) Major

B B A678 (Burnley Road) Minor

C C Link Road (W) Major

D D Gorse Street Minor

ArmWidth of







(PCU)

A 7.00 0.00 ü 2.50 180.00 ü 5.00

C 7.50 0.00 ü 2.70 170.00 ü 5.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BTwo

lanes 5.00 4.30 100 70

DOne

lane5.00 100 100


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-B

Slope

for

D-C

1 A-D 700.347 - - - 0.260 0.260 0.260 - 0.260 - -

1 B-AD 616.310 0.105 0.265 - - - 0.167 0.379 0.167 0.105 0.265

1 B-C 801.761 0.115 0.290 - - - - - - 0.115 0.290

1 C-B 709.003 0.257 0.257 - - - - - - 0.257 0.257

1 D-A 824.429 - - - 0.306 0.121 0.306 - 0.121 - -

1 D-BC 673.033 0.186 0.186 0.423 0.296 0.117 0.296 - 0.117 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



3

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix




A ONE HOUR ü 605.00 100.000

B ONE HOUR ü 67.00 100.000

C ONE HOUR ü 314.00 100.000

D ONE HOUR ü 281.00 100.000

To

From

A B C D

A 0.000 0.000 283.000 322.000

B 0.000 0.000 31.000 36.000

C 235.000 26.000 0.000 53.000

D 206.000 23.000 52.000 0.000

To

From

A B C D

A 0.00 0.00 0.47 0.53

B 0.00 0.00 0.46 0.54

C 0.75 0.08 0.00 0.17

D 0.73 0.08 0.19 0.00

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.000 1.000

C 1.000 1.000 1.000 1.000

D 1.000 1.000 1.000 1.000

To

From

A B C D

A 0.0 0.0 0.0 0.0

B 0.0 0.0 0.0 0.0

C 0.0 0.0 0.0 0.0

D 0.0 0.0 0.0 0.0


4

Results






B-C 0.05 5.61 0.05 A

B-AD 0.09 8.74 0.10 A

A-BCD 0.59 14.12 1.42 B

A-B - - - -

A-C - - - -

D-ABC 0.53 13.10 1.11 B

C-ABD 0.05 6.22 0.05 A

C-D - - - -

C-A - - - -


B-C 23.34 23.20 0.00 716.77 0.033 0.03 5.191 A

B-AD 27.10 26.88 0.00 504.01 0.054 0.06 7.541 A

A-BCD 243.07 240.64 0.00 638.13 0.381 0.61 9.003 A

A-B 0.00 0.00 0.00 - - - - -

A-C 212.41 212.41 0.00 - - - - -

D-ABC 211.55 209.66 0.00 653.96 0.323 0.47 8.070 A

C-ABD 19.57 19.45 0.00 639.80 0.031 0.03 5.801 A

C-D 39.90 39.90 0.00 - - - - -

C-A 176.92 176.92 0.00 - - - - -


B-C 27.87 27.84 0.00 699.79 0.040 0.04 5.357 A

B-AD 32.36 32.30 0.00 482.06 0.067 0.07 8.003 A

A-BCD 291.99 291.00 0.00 628.23 0.465 0.85 10.643 B

A-B 0.00 0.00 0.00 - - - - -

A-C 251.89 251.89 0.00 - - - - -

D-ABC 252.61 251.84 0.00 625.81 0.404 0.67 9.606 A

C-ABD 23.37 23.34 0.00 626.23 0.037 0.04 5.970 A

C-D 47.65 47.65 0.00 - - - - -

C-A 211.26 211.26 0.00 - - - - -


5






B-C 34.13 34.09 0.00 676.30 0.050 0.05 5.605 A

B-AD 39.64 39.54 0.00 451.86 0.088 0.10 8.729 A

A-BCD 366.81 364.65 0.00 621.47 0.590 1.39 13.898 B

A-B 0.00 0.00 0.00 - - - - -

A-C 299.30 299.30 0.00 - - - - -

D-ABC 309.39 307.68 0.00 584.51 0.529 1.09 12.923 B

C-ABD 28.63 28.58 0.00 607.60 0.047 0.05 6.217 A

C-D 58.35 58.35 0.00 - - - - -

C-A 258.74 258.74 0.00 - - - - -


B-C 34.13 34.13 0.00 676.11 0.050 0.05 5.607 A

B-AD 39.64 39.63 0.00 451.70 0.088 0.10 8.736 A

A-BCD 366.82 366.71 0.00 621.45 0.590 1.42 14.117 B

A-B 0.00 0.00 0.00 - - - - -

A-C 299.30 299.30 0.00 - - - - -

D-ABC 309.39 309.32 0.00 583.93 0.530 1.11 13.101 B

C-ABD 28.63 28.63 0.00 607.44 0.047 0.05 6.218 A

C-D 58.35 58.35 0.00 - - - - -

C-A 258.74 258.74 0.00 - - - - -


B-C 27.87 27.91 0.00 699.51 0.040 0.04 5.360 A

B-AD 32.36 32.46 0.00 481.83 0.067 0.07 8.012 A

A-BCD 291.99 294.11 0.00 628.19 0.465 0.89 10.845 B

A-B 0.00 0.00 0.00 - - - - -

A-C 251.89 251.89 0.00 - - - - -

D-ABC 252.61 254.29 0.00 625.03 0.404 0.69 9.755 A

C-ABD 23.37 23.41 0.00 626.01 0.037 0.04 5.976 A

C-D 47.65 47.65 0.00 - - - - -

C-A 211.26 211.26 0.00 - - - - -


B-C 23.34 23.37 0.00 716.48 0.033 0.03 5.195 A

B-AD 27.10 27.16 0.00 503.78 0.054 0.06 7.556 A

A-BCD 243.07 244.12 0.00 638.06 0.381 0.63 9.163 A

A-B 0.00 0.00 0.00 - - - - -

A-C 212.41 212.41 0.00 - - - - -

D-ABC 211.55 212.37 0.00 653.15 0.324 0.49 8.182 A

C-ABD 19.57 19.60 0.00 639.60 0.031 0.03 5.808 A

C-D 39.90 39.90 0.00 - - - - -

C-A 176.92 176.92 0.00 - - - - -


6

(Default Analysis Set) - Reassigned 2019, PM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, PM

Reassigned

2019PM

ONE

HOUR16:15 17:45 90 15


1 (untitled) OS-NS Stagger (UK RL Stagger) Two-way A,B,C,D 142.32 F


Left Normal/unknown






ArmWidth of







(PCU)

A 7.00 0.00 ü 2.50 180.00 ü 5.00

C 7.50 0.00 ü 2.70 170.00 ü 5.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BTwo

lanes 5.00 4.30 100 70

DOne

lane5.00 100 100


7






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions




(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-B

Slope

for

D-C

1 A-D 700.347 - - - 0.260 0.260 0.260 - 0.260 - -

1 B-AD 616.310 0.105 0.265 - - - 0.167 0.379 0.167 0.105 0.265

1 B-C 801.761 0.115 0.290 - - - - - - 0.115 0.290

1 C-B 709.003 0.257 0.257 - - - - - - 0.257 0.257

1 D-A 824.429 - - - 0.306 0.121 0.306 - 0.121 - -

1 D-BC 673.033 0.186 0.186 0.423 0.296 0.117 0.296 - 0.117 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 556.00 100.000

B ONE HOUR ü 61.00 100.000

C ONE HOUR ü 414.00 100.000

D ONE HOUR ü 611.00 100.000

To

From

A B C D

A 0.000 0.000 292.000 264.000

B 0.000 0.000 32.000 29.000

C 319.000 35.000 0.000 60.000

D 495.000 55.000 61.000 0.000


8


Vehicle Mix



Results


To

From

A B C D

A 0.00 0.00 0.53 0.47

B 0.00 0.00 0.52 0.48

C 0.77 0.08 0.00 0.14

D 0.81 0.09 0.10 0.00

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.000 1.000

C 1.000 1.000 1.000 1.000

D 1.000 1.000 1.000 1.000

To

From

A B C D

A 0.0 0.0 0.0 0.0

B 0.0 0.0 0.0 0.0

C 0.0 0.0 0.0 0.0

D 0.0 0.0 0.0 0.0


B-C 0.05 5.72 0.06 A

B-AD 0.08 9.30 0.08 A

A-BCD 0.50 12.21 0.99 B

A-B - - - -

A-C - - - -

D-ABC 1.12 220.25 43.77 F

C-ABD 0.07 6.54 0.07 A

C-D - - - -

C-A - - - -


9







B-C 24.09 23.95 0.00 711.72 0.034 0.03 5.232 A

B-AD 21.83 21.65 0.00 483.89 0.045 0.05 7.784 A

A-BCD 198.99 197.13 0.00 621.11 0.320 0.47 8.454 A

A-B 0.00 0.00 0.00 - - - - -

A-C 219.60 219.60 0.00 - - - - -

D-ABC 459.99 451.67 0.00 668.74 0.688 2.08 16.031 C

C-ABD 26.35 26.18 0.00 630.13 0.042 0.04 5.959 A

C-D 45.17 45.17 0.00 - - - - -

C-A 240.16 240.16 0.00 - - - - -


B-C 28.77 28.73 0.00 693.52 0.041 0.04 5.415 A

B-AD 26.07 26.02 0.00 457.82 0.057 0.06 8.336 A

A-BCD 238.29 237.60 0.00 606.72 0.393 0.64 9.734 A

A-B 0.00 0.00 0.00 - - - - -

A-C 261.55 261.55 0.00 - - - - -

D-ABC 549.28 538.41 0.00 642.13 0.855 4.80 31.725 D

C-ABD 31.46 31.42 0.00 614.41 0.051 0.05 6.174 A

C-D 53.94 53.94 0.00 - - - - -

C-A 286.77 286.77 0.00 - - - - -


B-C 35.23 35.18 0.00 668.21 0.053 0.06 5.686 A

B-AD 31.93 31.84 0.00 421.88 0.076 0.08 9.227 A

A-BCD 295.57 294.19 0.00 590.31 0.501 0.98 12.101 B

A-B 0.00 0.00 0.00 - - - - -

A-C 316.59 316.59 0.00 - - - - -

D-ABC 672.72 589.69 0.00 603.40 1.115 25.56 110.576 F

C-ABD 38.54 38.47 0.00 592.72 0.065 0.07 6.495 A

C-D 66.06 66.06 0.00 - - - - -

C-A 351.23 351.23 0.00 - - - - -


B-C 35.23 35.23 0.00 664.86 0.053 0.06 5.717 A

B-AD 31.93 31.93 0.00 418.86 0.076 0.08 9.303 A

A-BCD 295.57 295.52 0.00 590.29 0.501 0.99 12.209 B

A-B 0.00 0.00 0.00 - - - - -

A-C 316.59 316.59 0.00 - - - - -

D-ABC 672.72 599.87 0.00 603.11 1.115 43.77 220.249 F

C-ABD 38.54 38.53 0.00 588.65 0.065 0.07 6.543 A

C-D 66.06 66.06 0.00 - - - - -

C-A 351.23 351.23 0.00 - - - - -


10






Demand Set Details

Junction Network

Junctions



B-C 28.77 28.81 0.00 686.85 0.042 0.04 5.470 A

B-AD 26.07 26.15 0.00 451.78 0.058 0.06 8.461 A

A-BCD 238.29 239.63 0.00 606.68 0.393 0.66 9.843 A

A-B 0.00 0.00 0.00 - - - - -

A-C 261.55 261.55 0.00 - - - - -

D-ABC 549.28 627.40 0.00 641.73 0.856 24.24 198.503 F

C-ABD 31.46 31.52 0.00 606.27 0.052 0.06 6.266 A

C-D 53.94 53.94 0.00 - - - - -

C-A 286.77 286.77 0.00 - - - - -


B-C 24.09 24.13 0.00 707.79 0.034 0.04 5.267 A

B-AD 21.83 21.89 0.00 480.32 0.045 0.05 7.855 A

A-BCD 198.99 199.72 0.00 621.04 0.320 0.48 8.559 A

A-B 0.00 0.00 0.00 - - - - -

A-C 219.60 219.60 0.00 - - - - -

D-ABC 459.99 547.30 0.00 668.27 0.688 2.41 47.140 E

C-ABD 26.35 26.39 0.00 625.40 0.042 0.04 6.009 A

C-D 45.17 45.17 0.00 - - - - -

C-A 240.16 240.16 0.00 - - - - -



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, AM

Reassigned

2034AM

ONE

HOUR07:30 09:00 90 15


1 (untitled) OS-NS Stagger (UK RL Stagger) Two-way A,B,C,D 17.42 C


Left Normal/unknown


11

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows







ArmWidth of







(PCU)

A 7.00 0.00 ü 2.50 180.00 ü 5.00

C 7.50 0.00 ü 2.70 170.00 ü 5.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BTwo

lanes 5.00 4.30 100 70

DOne

lane5.00 100 100


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-B

Slope

for

D-C

1 A-D 700.347 - - - 0.260 0.260 0.260 - 0.260 - -

1 B-AD 616.310 0.105 0.265 - - - 0.167 0.379 0.167 0.105 0.265

1 B-C 801.761 0.115 0.290 - - - - - - 0.115 0.290

1 C-B 709.003 0.257 0.257 - - - - - - 0.257 0.257

1 D-A 824.429 - - - 0.306 0.121 0.306 - 0.121 - -

1 D-BC 673.033 0.186 0.186 0.423 0.296 0.117 0.296 - 0.117 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



12

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix




A ONE HOUR ü 694.00 100.000

B ONE HOUR ü 77.00 100.000

C ONE HOUR ü 360.00 100.000

D ONE HOUR ü 322.00 100.000

To

From

A B C D

A 0.000 0.000 325.000 369.000

B 0.000 0.000 36.000 41.000

C 270.000 30.000 0.000 60.000

D 236.000 26.000 60.000 0.000

To

From

A B C D

A 0.00 0.00 0.47 0.53

B 0.00 0.00 0.47 0.53

C 0.75 0.08 0.00 0.17

D 0.73 0.08 0.19 0.00

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.000 1.000

C 1.000 1.000 1.000 1.000

D 1.000 1.000 1.000 1.000

To

From

A B C D

A 0.0 0.0 0.0 0.0

B 0.0 0.0 0.0 0.0

C 0.0 0.0 0.0 0.0

D 0.0 0.0 0.0 0.0


13

Results






B-C 0.06 5.83 0.06 A

B-AD 0.11 9.43 0.12 A

A-BCD 0.70 19.20 2.27 C

A-B - - - -

A-C - - - -

D-ABC 0.65 18.63 1.79 C

C-ABD 0.06 6.44 0.06 A

C-D - - - -

C-A - - - -


B-C 27.10 26.94 0.00 704.02 0.039 0.04 5.315 A

B-AD 30.87 30.60 0.00 487.37 0.063 0.07 7.878 A

A-BCD 279.64 276.51 0.00 630.55 0.443 0.78 10.084 B

A-B 0.00 0.00 0.00 - - - - -

A-C 242.84 242.84 0.00 - - - - -

D-ABC 242.42 239.98 0.00 633.20 0.383 0.61 9.100 A

C-ABD 22.59 22.44 0.00 629.55 0.036 0.04 5.928 A

C-D 45.17 45.17 0.00 - - - - -

C-A 203.27 203.27 0.00 - - - - -


B-C 32.36 32.33 0.00 684.39 0.047 0.05 5.520 A

B-AD 36.86 36.78 0.00 462.14 0.080 0.09 8.462 A

A-BCD 339.01 337.48 0.00 622.53 0.545 1.17 12.560 B

A-B 0.00 0.00 0.00 - - - - -

A-C 284.88 284.88 0.00 - - - - -

D-ABC 289.47 288.26 0.00 599.17 0.483 0.91 11.532 B

C-ABD 26.97 26.93 0.00 613.96 0.044 0.05 6.132 A

C-D 53.94 53.94 0.00 - - - - -

C-A 242.72 242.72 0.00 - - - - -


14






B-C 39.64 39.58 0.00 657.16 0.060 0.06 5.829 A

B-AD 45.14 45.02 0.00 427.44 0.106 0.12 9.410 A

A-BCD 442.82 438.73 0.00 629.01 0.704 2.19 18.550 C

A-B 0.00 0.00 0.00 - - - - -

A-C 321.29 321.29 0.00 - - - - -

D-ABC 354.53 351.24 0.00 548.18 0.647 1.74 17.978 C

C-ABD 33.03 32.98 0.00 592.53 0.056 0.06 6.433 A

C-D 66.06 66.06 0.00 - - - - -

C-A 297.28 297.28 0.00 - - - - -


B-C 39.64 39.64 0.00 656.72 0.060 0.06 5.833 A

B-AD 45.14 45.14 0.00 427.06 0.106 0.12 9.425 A

A-BCD 442.83 442.53 0.00 628.99 0.704 2.27 19.202 C

A-B 0.00 0.00 0.00 - - - - -

A-C 321.27 321.27 0.00 - - - - -

D-ABC 354.53 354.32 0.00 547.00 0.648 1.79 18.631 C

C-ABD 33.03 33.03 0.00 592.14 0.056 0.06 6.438 A

C-D 66.06 66.06 0.00 - - - - -

C-A 297.28 297.28 0.00 - - - - -


B-C 32.36 32.42 0.00 683.80 0.047 0.05 5.528 A

B-AD 36.86 36.98 0.00 461.65 0.080 0.09 8.479 A

A-BCD 339.01 343.11 0.00 622.48 0.545 1.24 13.069 B

A-B 0.00 0.00 0.00 - - - - -

A-C 284.88 284.88 0.00 - - - - -

D-ABC 289.47 292.78 0.00 597.69 0.484 0.96 11.929 B

C-ABD 26.97 27.02 0.00 613.45 0.044 0.05 6.141 A

C-D 53.94 53.94 0.00 - - - - -

C-A 242.72 242.72 0.00 - - - - -


B-C 27.10 27.14 0.00 703.62 0.039 0.04 5.323 A

B-AD 30.87 30.94 0.00 487.05 0.063 0.07 7.893 A

A-BCD 279.64 281.34 0.00 630.46 0.444 0.82 10.361 B

A-B 0.00 0.00 0.00 - - - - -

A-C 242.84 242.84 0.00 - - - - -

D-ABC 242.42 243.74 0.00 632.01 0.384 0.63 9.302 A

C-ABD 22.59 22.62 0.00 629.26 0.036 0.04 5.934 A

C-D 45.17 45.17 0.00 - - - - -

C-A 203.27 203.27 0.00 - - - - -


15




Demand Set Details

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, PM

Reassigned

2034PM

ONE

HOUR16:15 17:45 90 15


1 (untitled) OS-NS Stagger (UK RL Stagger) Two-way A,B,C,D 416.75 F


Left Normal/unknown






ArmWidth of







(PCU)

A 7.00 0.00 ü 2.50 180.00 ü 5.00

C 7.50 0.00 ü 2.70 170.00 ü 5.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BTwo

lanes 5.00 4.30 100 70

DOne

lane5.00 100 100


16






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

A-D

Slope

for

B-A

Slope

for

B-D

Slope

for

C-A

Slope

for

C-B

Slope

for

C-D

Slope

for

D-B

Slope

for

D-C

1 A-D 700.347 - - - 0.260 0.260 0.260 - 0.260 - -

1 B-AD 616.310 0.105 0.265 - - - 0.167 0.379 0.167 0.105 0.265

1 B-C 801.761 0.115 0.290 - - - - - - 0.115 0.290

1 C-B 709.003 0.257 0.257 - - - - - - 0.257 0.257

1 D-A 824.429 - - - 0.306 0.121 0.306 - 0.121 - -

1 D-BC 673.033 0.186 0.186 0.423 0.296 0.117 0.296 - 0.117 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 634.00 100.000

B ONE HOUR ü 70.00 100.000

C ONE HOUR ü 472.00 100.000

D ONE HOUR ü 697.00 100.000

To

From

A B C D

A 0.000 0.000 333.000 301.000

B 0.000 0.000 37.000 33.000

C 364.000 40.000 0.000 68.000

D 565.000 63.000 69.000 0.000


17


Vehicle Mix



Results


To

From

A B C D

A 0.00 0.00 0.53 0.47

B 0.00 0.00 0.53 0.47

C 0.77 0.08 0.00 0.14

D 0.81 0.09 0.10 0.00

To

From

A B C D

A 1.000 1.000 1.000 1.000

B 1.000 1.000 1.000 1.000

C 1.000 1.000 1.000 1.000

D 1.000 1.000 1.000 1.000

To

From

A B C D

A 0.0 0.0 0.0 0.0

B 0.0 0.0 0.0 0.0

C 0.0 0.0 0.0 0.0

D 0.0 0.0 0.0 0.0


B-C 0.06 6.01 0.07 A

B-AD 0.09 10.28 0.10 B

A-BCD 0.59 15.09 1.43 C

A-B - - - -

A-C - - - -

D-ABC 1.34 658.54 114.91 F

C-ABD 0.08 6.91 0.08 A

C-D - - - -

C-A - - - -


18







B-C 27.86 27.69 0.00 698.98 0.040 0.04 5.361 A

B-AD 24.84 24.62 0.00 465.39 0.053 0.06 8.163 A

A-BCD 227.27 224.94 0.00 610.66 0.372 0.58 9.279 A

A-B 0.00 0.00 0.00 - - - - -

A-C 250.04 250.04 0.00 - - - - -

D-ABC 524.74 510.15 0.00 650.05 0.807 3.65 23.744 C

C-ABD 30.11 29.91 0.00 619.11 0.049 0.05 6.109 A

C-D 51.19 51.19 0.00 - - - - -

C-A 274.04 274.04 0.00 - - - - -


B-C 33.26 33.22 0.00 677.91 0.049 0.05 5.583 A

B-AD 29.67 29.60 0.00 435.50 0.068 0.07 8.868 A

A-BCD 273.33 272.34 0.00 595.79 0.459 0.83 11.095 B

A-B 0.00 0.00 0.00 - - - - -

A-C 296.62 296.62 0.00 - - - - -

D-ABC 626.59 586.06 0.00 618.49 1.013 13.78 70.580 F

C-ABD 35.96 35.91 0.00 600.95 0.060 0.06 6.371 A

C-D 61.13 61.13 0.00 - - - - -

C-A 327.23 327.23 0.00 - - - - -


B-C 40.74 40.68 0.00 647.68 0.063 0.07 5.930 A

B-AD 36.33 36.22 0.00 393.52 0.092 0.10 10.072 B

A-BCD 345.97 343.68 0.00 584.23 0.592 1.40 14.825 B

A-B 0.00 0.00 0.00 - - - - -

A-C 352.08 352.08 0.00 - - - - -

D-ABC 767.41 569.75 0.00 571.65 1.342 63.19 258.206 F

C-ABD 44.04 43.96 0.00 574.85 0.077 0.08 6.781 A

C-D 74.87 74.87 0.00 - - - - -

C-A 400.77 400.77 0.00 - - - - -


B-C 40.74 40.73 0.00 639.74 0.064 0.07 6.009 A

B-AD 36.33 36.32 0.00 386.38 0.094 0.10 10.283 B

A-BCD 345.97 345.85 0.00 584.20 0.592 1.43 15.089 C

A-B 0.00 0.00 0.00 - - - - -

A-C 352.08 352.08 0.00 - - - - -

D-ABC 767.41 570.83 0.00 571.12 1.344 112.34 548.223 F

C-ABD 44.04 44.03 0.00 565.19 0.078 0.08 6.907 A

C-D 74.87 74.87 0.00 - - - - -

C-A 400.77 400.77 0.00 - - - - -


19




B-C 33.26 33.32 0.00 660.62 0.050 0.05 5.738 A

B-AD 29.67 29.77 0.00 419.85 0.071 0.08 9.232 A

A-BCD 273.33 275.58 0.00 595.75 0.459 0.87 11.324 B

A-B 0.00 0.00 0.00 - - - - -

A-C 296.62 296.62 0.00 - - - - -

D-ABC 626.59 616.31 0.00 617.82 1.014 114.91 658.536 F

C-ABD 35.96 36.03 0.00 579.75 0.062 0.07 6.621 A

C-D 61.13 61.13 0.00 - - - - -

C-A 327.23 327.23 0.00 - - - - -


B-C 27.86 27.90 0.00 680.77 0.041 0.04 5.516 A

B-AD 24.84 24.91 0.00 448.85 0.055 0.06 8.494 A

A-BCD 227.27 228.34 0.00 610.58 0.372 0.60 9.444 A

A-B 0.00 0.00 0.00 - - - - -

A-C 250.04 250.04 0.00 - - - - -

D-ABC 524.74 643.80 0.00 649.40 0.808 85.14 560.610 F

C-ABD 30.11 30.17 0.00 596.75 0.050 0.05 6.356 A

C-D 51.19 51.19 0.00 - - - - -

C-A 274.04 274.04 0.00 - - - - -


20

Filename: Option 3 Priority A.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Gorse Street Report generation date: 03/08/2017 10:35:53




weighted averages.







Version: 8.0.6.541 [19821,26/11/2015]





AM PM




Stream B-AC 60.19 342.71 1.18

246.23

67.59 430.38 1.24

275.72

Stream C-AB 0.97 12.28 0.49 3.56 33.84 0.80

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -


Stream B-AC 146.15 870.31 1.41

616.50

160.93 1086.28 1.54

685.98

Stream C-AB 1.39 14.86 0.58 9.49 86.56 0.97

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -


1



File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions



Location

Site Number

Date 01/08/2017

Version

Status (new file)

Identifier

Client

Jobnumber


Description Option 3 - Separated Priorities - Junction A

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, AM

Reassigned

2019AM

ONE

HOUR07:30 09:00 90 15




Left Normal/unknown


2

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows


Entry Flows

General Flows Data


A A Gorse Street (N) Major

B B Link Road Minor

C C Gorse Street (E) Major

ArmWidth of







(PCU)

C 6.50 0.00 2.20 70.00 ü 1.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 36 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 634.541 0.113 0.286 0.180 0.408

1 B-C 809.317 0.121 0.307 - -

1 C-B 614.501 0.233 0.233 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 281.00 100.000

B ONE HOUR ü 605.00 100.000

C ONE HOUR ü 323.00 100.000


3

Turning Proportions



Vehicle Mix



Results


To

From

A B C

A 0.000 206.000 75.000

B 322.000 0.000 283.000

C 88.000 235.000 0.000

To

From

A B C

A 0.00 0.73 0.27

B 0.53 0.00 0.47

C 0.27 0.73 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 1.18 342.71 60.19 F

C-AB 0.49 12.28 0.97 B

C-A - - - -

A-B - - - -

A-C - - - -


4









B-AC 455.48 444.81 0.00 611.63 0.745 2.67 20.460 C

C-AB 183.41 181.55 0.00 579.29 0.317 0.46 9.011 A

C-A 59.76 59.76 0.00 - - - - -

A-B 155.09 155.09 0.00 - - - - -

A-C 56.46 56.46 0.00 - - - - -


B-AC 543.88 526.40 0.00 591.77 0.919 7.04 45.739 E

C-AB 222.70 222.02 0.00 576.12 0.387 0.63 10.149 B

C-A 67.68 67.68 0.00 - - - - -

A-B 185.19 185.19 0.00 - - - - -

A-C 67.42 67.42 0.00 - - - - -


B-AC 666.12 557.13 0.00 564.25 1.181 34.28 151.493 F

C-AB 280.78 279.48 0.00 573.92 0.489 0.96 12.179 B

C-A 74.85 74.85 0.00 - - - - -

A-B 226.81 226.81 0.00 - - - - -

A-C 82.58 82.58 0.00 - - - - -


B-AC 666.12 562.49 0.00 563.86 1.181 60.19 312.545 F

C-AB 280.78 280.73 0.00 573.92 0.489 0.97 12.281 B

C-A 74.85 74.85 0.00 - - - - -

A-B 226.81 226.81 0.00 - - - - -

A-C 82.58 82.58 0.00 - - - - -


B-AC 543.88 581.52 0.00 591.18 0.920 50.78 342.712 F

C-AB 222.70 223.96 0.00 576.12 0.387 0.66 10.262 B

C-A 67.68 67.68 0.00 - - - - -

A-B 185.19 185.19 0.00 - - - - -

A-C 67.42 67.42 0.00 - - - - -


B-AC 455.48 599.05 0.00 610.85 0.746 14.89 203.741 F

C-AB 183.41 184.13 0.00 579.29 0.317 0.48 9.130 A

C-A 59.76 59.76 0.00 - - - - -

A-B 155.09 155.09 0.00 - - - - -

A-C 56.46 56.46 0.00 - - - - -


5




Demand Set Details

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, PM

Reassigned

2019PM

ONE

HOUR16:30 18:00 90 15




Left Normal/unknown



B B Link Road Minor


ArmWidth of







(PCU)

C 6.50 0.00 2.20 70.00 ü 1.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 36 80


6






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions




(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 634.541 0.113 0.286 0.180 0.408

1 B-C 809.317 0.121 0.307 - -

1 C-B 614.501 0.233 0.233 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 611.00 100.000

B ONE HOUR ü 556.00 100.000

C ONE HOUR ü 408.00 100.000

To

From

A B C

A 0.000 495.000 116.000

B 264.000 0.000 292.000

C 89.000 319.000 0.000

To

From

A B C

A 0.00 0.81 0.19

B 0.47 0.00 0.53

C 0.22 0.78 0.00


7

Vehicle Mix



Results





To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 1.24 430.38 67.59 F

C-AB 0.80 33.84 3.56 D

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 418.59 408.54 0.00 571.28 0.733 2.51 21.009 C

C-AB 255.17 251.47 0.00 529.75 0.482 0.93 12.782 B

C-A 51.99 51.99 0.00 - - - - -

A-B 372.66 372.66 0.00 - - - - -

A-C 87.33 87.33 0.00 - - - - -


B-AC 499.83 481.28 0.00 539.80 0.926 7.15 50.052 F

C-AB 314.57 312.26 0.00 520.10 0.605 1.50 17.147 C

C-A 52.22 52.22 0.00 - - - - -

A-B 444.99 444.99 0.00 - - - - -

A-C 104.28 104.28 0.00 - - - - -


8








Demand Set Details


B-AC 612.17 490.28 0.00 495.38 1.236 37.62 183.329 F

C-AB 408.90 401.49 0.00 511.62 0.799 3.35 30.629 D

C-A 40.32 40.32 0.00 - - - - -

A-B 545.01 545.01 0.00 - - - - -

A-C 127.72 127.72 0.00 - - - - -


B-AC 612.17 492.29 0.00 493.11 1.241 67.59 389.488 F

C-AB 408.90 408.07 0.00 511.62 0.799 3.56 33.841 D

C-A 40.32 40.32 0.00 - - - - -

A-B 545.01 545.01 0.00 - - - - -

A-C 127.72 127.72 0.00 - - - - -


B-AC 499.83 528.93 0.00 536.76 0.931 60.32 430.376 F

C-AB 314.57 322.20 0.00 520.10 0.605 1.65 18.864 C

C-A 52.22 52.22 0.00 - - - - -

A-B 444.99 444.99 0.00 - - - - -

A-C 104.28 104.28 0.00 - - - - -


B-AC 418.59 560.09 0.00 569.37 0.735 24.94 278.713 F

C-AB 255.17 257.85 0.00 529.75 0.482 0.98 13.379 B

C-A 51.99 51.99 0.00 - - - - -

A-B 372.66 372.66 0.00 - - - - -

A-C 87.33 87.33 0.00 - - - - -



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, AM

Reassigned

2034AM

ONE

HOUR07:30 09:00 90 15


9

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry









Left Normal/unknown



B B Link Road Minor


ArmWidth of







(PCU)

C 6.50 0.00 2.20 70.00 ü 1.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 36 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 634.541 0.113 0.286 0.180 0.408

1 B-C 809.317 0.121 0.307 - -

1 C-B 614.501 0.233 0.233 - -


10

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix


Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 322.00 100.000

B ONE HOUR ü 694.00 100.000

C ONE HOUR ü 371.00 100.000

To

From

A B C

A 0.000 236.000 86.000

B 369.000 0.000 325.000

C 101.000 270.000 0.000

To

From

A B C

A 0.00 0.73 0.27

B 0.53 0.00 0.47

C 0.27 0.73 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000


11


Results






To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 1.41 870.31 146.15 F

C-AB 0.58 14.86 1.39 B

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 522.48 501.50 0.00 597.11 0.875 5.25 32.716 D

C-AB 213.36 211.00 0.00 576.86 0.370 0.59 9.781 A

C-A 65.95 65.95 0.00 - - - - -

A-B 177.67 177.67 0.00 - - - - -

A-C 64.75 64.75 0.00 - - - - -


B-AC 623.89 558.36 0.00 573.88 1.087 21.63 105.895 F

C-AB 260.60 259.62 0.00 574.51 0.454 0.83 11.402 B

C-A 72.92 72.92 0.00 - - - - -

A-B 212.16 212.16 0.00 - - - - -

A-C 77.31 77.31 0.00 - - - - -


B-AC 764.11 540.64 0.00 541.56 1.411 77.50 344.167 F

C-AB 332.01 329.91 0.00 574.25 0.578 1.36 14.622 B

C-A 76.47 76.47 0.00 - - - - -

A-B 259.84 259.84 0.00 - - - - -

A-C 94.69 94.69 0.00 - - - - -


12







Demand Set Details

Junction Network

Junctions



B-AC 764.11 540.75 0.00 540.92 1.413 133.33 694.616 F

C-AB 332.01 331.90 0.00 574.25 0.578 1.39 14.857 B

C-A 76.47 76.47 0.00 - - - - -

A-B 259.84 259.84 0.00 - - - - -

A-C 94.69 94.69 0.00 - - - - -


B-AC 623.89 572.64 0.00 572.94 1.089 146.15 870.311 F

C-AB 260.60 262.63 0.00 574.51 0.454 0.88 11.627 B

C-A 72.92 72.92 0.00 - - - - -

A-B 212.16 212.16 0.00 - - - - -

A-C 77.31 77.31 0.00 - - - - -


B-AC 522.48 592.01 0.00 596.06 0.877 128.77 836.426 F

C-AB 213.36 214.42 0.00 576.86 0.370 0.61 9.964 A

C-A 65.95 65.95 0.00 - - - - -

A-B 177.67 177.67 0.00 - - - - -

A-C 64.75 64.75 0.00 - - - - -



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, PM

Reassigned

2034PM

ONE

HOUR16:30 18:00 90 15




Left Normal/unknown


13

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows




B B Link Road Minor


ArmWidth of







(PCU)

C 6.50 0.00 2.20 70.00 ü 1.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 36 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 634.541 0.113 0.286 0.180 0.408

1 B-C 809.317 0.121 0.307 - -

1 C-B 614.501 0.233 0.233 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



14

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix




A ONE HOUR ü 697.00 100.000

B ONE HOUR ü 634.00 100.000

C ONE HOUR ü 466.00 100.000

To

From

A B C

A 0.000 565.000 132.000

B 301.000 0.000 333.000

C 102.000 364.000 0.000

To

From

A B C

A 0.00 0.81 0.19

B 0.47 0.00 0.53

C 0.22 0.78 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


15

Results








B-AC 1.54 1086.28 160.93 F

C-AB 0.97 86.56 9.49 F

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 477.31 457.41 0.00 549.36 0.869 4.97 34.075 D

C-AB 297.83 292.61 0.00 522.62 0.570 1.31 15.345 C

C-A 53.00 53.00 0.00 - - - - -

A-B 425.36 425.36 0.00 - - - - -

A-C 99.38 99.38 0.00 - - - - -


B-AC 569.95 499.39 0.00 512.20 1.113 22.62 120.983 F

C-AB 371.95 367.50 0.00 514.30 0.723 2.42 23.821 C

C-A 46.97 46.97 0.00 - - - - -

A-B 507.92 507.92 0.00 - - - - -

A-C 118.67 118.67 0.00 - - - - -


B-AC 698.05 458.43 0.00 459.05 1.521 82.52 430.174 F

C-AB 495.76 474.16 0.00 509.80 0.972 7.82 62.555 F

C-A 17.31 17.31 0.00 - - - - -

A-B 622.08 622.08 0.00 - - - - -

A-C 145.33 145.33 0.00 - - - - -


B-AC 698.05 452.02 0.00 452.12 1.544 144.03 864.775 F

C-AB 495.76 489.10 0.00 509.80 0.972 9.49 86.556 F

C-A 17.31 17.31 0.00 - - - - -

A-B 622.08 622.08 0.00 - - - - -

A-C 145.33 145.33 0.00 - - - - -


16




B-AC 569.95 502.32 0.00 502.49 1.134 160.93 1086.284 F

C-AB 371.95 398.39 0.00 514.30 0.723 2.88 36.101 E

C-A 46.97 46.97 0.00 - - - - -

A-B 507.92 507.92 0.00 - - - - -

A-C 118.67 118.67 0.00 - - - - -


B-AC 477.31 542.62 0.00 545.99 0.874 144.61 1014.040 F

C-AB 297.83 303.65 0.00 522.62 0.570 1.42 16.874 C

C-A 53.00 53.00 0.00 - - - - -

A-B 425.36 425.36 0.00 - - - - -

A-C 99.38 99.38 0.00 - - - - -


17

Filename: Option 3 Priority B.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Gorse Street Report generation date: 03/08/2017 10:44:34

» (Default Analysis Set) - Reassignment 2019, AM » (Default Analysis Set) - Reassignment 2019, PM » (Default Analysis Set) - Reassignment 2034, AM » (Default Analysis Set) - Reassignment 2034, PM



weighted averages.

"D1 - Reassignment 2019, AM " model duration: 07:30 - 09:00

"D2 - Reassignment 2019, PM" model duration: 16:15 - 17:45

"D3 - Reassignment 2034, AM" model duration: 07:30 - 09:00

"D4 - Reassignment 2034, PM" model duration: 16:15 - 17:45



Version: 8.0.6.541 [19821,26/11/2015]





AM PM



A1 - Reassignment 2019

Stream B-AC 1.10 12.94 0.53

15.93

42.04 212.02 1.11

152.42

Stream C-AB 1.83 18.49 0.65 1.21 15.05 0.55

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -

A1 - Reassignment 2034

Stream B-AC 1.71 17.74 0.64

23.14

109.67 630.16 1.32

444.06

Stream C-AB 3.17 27.65 0.78 1.80 19.34 0.65

Stream C-A - - - - - -

Stream A-B - - - - - -

Stream A-C - - - - - -


1



File summary

Analysis Options

Units

(Default Analysis Set) - Reassignment 2019, AM



Demand Set Details

Junction Network

Junctions



Location

Site Number

Date 01/08/2017

Version

Status (new file)

Identifier

Client

Jobnumber


Description Option 3 - Separated Priorities - Junction B

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





Name Scenario NameTime

Period Name


Model Start Time

(HH:mm)

Model Finish Time

(HH:mm)

Model Time Period

Length (min)

Time Segment

Length (min)

Single Time Segment

OnlyLocked

Reassignment

2019, AM

Reassignment

2019AM

ONE

HOUR07:30 09:00 90 15




Left Normal/unknown


2

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows


Entry Flows

General Flows Data


A A Link Road (W) Major


C C Link Road (E) Major

ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 323.00 100.000

B ONE HOUR ü 281.00 100.000

C ONE HOUR ü 605.00 100.000


3

Turning Proportions



Vehicle Mix



Results


To

From

A B C

A 0.000 88.000 235.000

B 75.000 0.000 206.000

C 283.000 322.000 0.000

To

From

A B C

A 0.00 0.27 0.73

B 0.27 0.00 0.73

C 0.47 0.53 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 0.53 12.94 1.10 B

C-AB 0.65 18.49 1.83 C

C-A - - - -

A-B - - - -

A-C - - - -


4









B-AC 211.55 209.63 0.00 645.87 0.328 0.48 8.217 A

C-AB 242.64 239.75 0.00 571.11 0.425 0.72 10.775 B

C-A 212.83 212.83 0.00 - - - - -

A-B 66.25 66.25 0.00 - - - - -

A-C 176.92 176.92 0.00 - - - - -


B-AC 252.61 251.85 0.00 622.15 0.406 0.67 9.701 A

C-AB 290.75 289.48 0.00 562.83 0.517 1.04 13.106 B

C-A 253.14 253.14 0.00 - - - - -

A-B 79.11 79.11 0.00 - - - - -

A-C 211.26 211.26 0.00 - - - - -


B-AC 309.39 307.76 0.00 587.89 0.526 1.08 12.773 B

C-AB 364.11 361.16 0.00 558.06 0.652 1.78 18.005 C

C-A 302.00 302.00 0.00 - - - - -

A-B 96.89 96.89 0.00 - - - - -

A-C 258.74 258.74 0.00 - - - - -


B-AC 309.39 309.32 0.00 587.26 0.527 1.10 12.944 B

C-AB 364.11 363.92 0.00 558.06 0.652 1.83 18.494 C

C-A 302.00 302.00 0.00 - - - - -

A-B 96.89 96.89 0.00 - - - - -

A-C 258.74 258.74 0.00 - - - - -


B-AC 252.61 254.21 0.00 621.30 0.407 0.70 9.848 A

C-AB 290.75 293.65 0.00 562.83 0.517 1.10 13.516 B

C-A 253.14 253.14 0.00 - - - - -

A-B 79.11 79.11 0.00 - - - - -

A-C 211.26 211.26 0.00 - - - - -


B-AC 211.55 212.36 0.00 645.06 0.328 0.49 8.335 A

C-AB 242.64 244.04 0.00 571.11 0.425 0.75 11.053 B

C-A 212.83 212.83 0.00 - - - - -

A-B 66.25 66.25 0.00 - - - - -

A-C 176.92 176.92 0.00 - - - - -


5

(Default Analysis Set) - Reassignment 2019, PM



Demand Set Details

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry




Period Name


Model Start Time

(HH:mm)

Model Finish Time

(HH:mm)

Model Time Period

Length (min)

Time Segment

Length (min)

Single Time Segment

OnlyLocked

Reassignment

2019, PM

Reassignment

2019PM

ONE

HOUR16:15 17:45 90 15




Left Normal/unknown





ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


6






Traffic Flows


Entry Flows

General Flows Data

Turning Proportions




(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 408.00 100.000

B ONE HOUR ü 611.00 100.000

C ONE HOUR ü 556.00 100.000

To

From

A B C

A 0.000 89.000 319.000

B 116.000 0.000 495.000

C 292.000 264.000 0.000

To

From

A B C

A 0.00 0.22 0.78

B 0.19 0.00 0.81

C 0.53 0.47 0.00


7

Vehicle Mix



Results





To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 1.11 212.02 42.04 F

C-AB 0.55 15.05 1.21 C

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 459.99 451.44 0.00 662.58 0.694 2.14 16.452 C

C-AB 198.81 196.63 0.00 557.82 0.356 0.54 9.909 A

C-A 219.78 219.78 0.00 - - - - -

A-B 67.00 67.00 0.00 - - - - -

A-C 240.16 240.16 0.00 - - - - -


B-AC 549.28 538.31 0.00 639.97 0.858 4.88 32.286 D

C-AB 237.67 236.83 0.00 546.10 0.435 0.75 11.607 B

C-A 262.17 262.17 0.00 - - - - -

A-B 80.01 80.01 0.00 - - - - -

A-C 286.77 286.77 0.00 - - - - -


8





(Default Analysis Set) - Reassignment 2034, AM



Demand Set Details


B-AC 672.72 593.17 0.00 607.51 1.107 24.77 107.873 F

C-AB 293.35 291.61 0.00 532.20 0.551 1.19 14.853 B

C-A 318.82 318.82 0.00 - - - - -

A-B 97.99 97.99 0.00 - - - - -

A-C 351.23 351.23 0.00 - - - - -


B-AC 672.72 603.63 0.00 607.22 1.108 42.04 212.020 F

C-AB 293.35 293.27 0.00 532.20 0.551 1.21 15.053 C

C-A 318.82 318.82 0.00 - - - - -

A-B 97.99 97.99 0.00 - - - - -

A-C 351.23 351.23 0.00 - - - - -


B-AC 549.28 624.72 0.00 639.58 0.859 23.18 191.522 F

C-AB 237.67 239.35 0.00 546.10 0.435 0.79 11.801 B

C-A 262.17 262.17 0.00 - - - - -

A-B 80.01 80.01 0.00 - - - - -

A-C 286.77 286.77 0.00 - - - - -


B-AC 459.99 542.74 0.00 662.14 0.695 2.49 46.590 E

C-AB 198.81 199.71 0.00 557.82 0.356 0.56 10.077 B

C-A 219.78 219.78 0.00 - - - - -

A-B 67.00 67.00 0.00 - - - - -

A-C 240.16 240.16 0.00 - - - - -




Period Name


Model Start Time

(HH:mm)

Model Finish Time

(HH:mm)

Model Time Period

Length (min)

Time Segment

Length (min)

Single Time Segment

OnlyLocked

Reassignment

2034, AM

Reassignment

2034AM

ONE

HOUR07:30 09:00 90 15


9

Junction Network

Junctions


Arms

Arms

Major Arm Geometry


Minor Arm Geometry









Left Normal/unknown





ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -


10

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix


Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



A ONE HOUR ü 371.00 100.000

B ONE HOUR ü 322.00 100.000

C ONE HOUR ü 694.00 100.000

To

From

A B C

A 0.000 101.000 270.000

B 86.000 0.000 236.000

C 325.000 369.000 0.000

To

From

A B C

A 0.00 0.27 0.73

B 0.27 0.00 0.73

C 0.47 0.53 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000


11


Results






To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


B-AC 0.64 17.74 1.71 C

C-AB 0.78 27.65 3.17 D

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 242.42 239.95 0.00 628.29 0.386 0.62 9.214 A

C-AB 278.66 274.86 0.00 564.58 0.494 0.95 12.273 B

C-A 243.82 243.82 0.00 - - - - -

A-B 76.04 76.04 0.00 - - - - -

A-C 203.27 203.27 0.00 - - - - -


B-AC 289.47 288.30 0.00 599.85 0.483 0.91 11.509 B

C-AB 336.67 334.62 0.00 558.02 0.603 1.46 15.961 C

C-A 287.22 287.22 0.00 - - - - -

A-B 90.80 90.80 0.00 - - - - -

A-C 242.72 242.72 0.00 - - - - -


B-AC 354.53 351.54 0.00 558.11 0.635 1.66 17.177 C

C-AB 444.65 438.53 0.00 571.68 0.778 2.99 25.714 D

C-A 319.46 319.46 0.00 - - - - -

A-B 111.20 111.20 0.00 - - - - -

A-C 297.28 297.28 0.00 - - - - -


12




(Default Analysis Set) - Reassignment 2034, PM



Demand Set Details

Junction Network

Junctions



B-AC 354.53 354.34 0.00 556.74 0.637 1.71 17.743 C

C-AB 444.65 443.95 0.00 571.68 0.778 3.17 27.645 D

C-A 319.46 319.46 0.00 - - - - -

A-B 111.20 111.20 0.00 - - - - -

A-C 297.28 297.28 0.00 - - - - -


B-AC 289.47 292.45 0.00 598.08 0.484 0.96 11.891 B

C-AB 336.67 342.96 0.00 558.02 0.603 1.59 17.196 C

C-A 287.22 287.22 0.00 - - - - -

A-B 90.80 90.80 0.00 - - - - -

A-C 242.72 242.72 0.00 - - - - -


B-AC 242.42 243.70 0.00 627.06 0.387 0.64 9.421 A

C-AB 278.66 281.03 0.00 564.58 0.494 1.00 12.800 B

C-A 243.82 243.82 0.00 - - - - -

A-B 76.04 76.04 0.00 - - - - -

A-C 203.27 203.27 0.00 - - - - -




Period Name


Model Start Time

(HH:mm)

Model Finish Time

(HH:mm)

Model Time Period

Length (min)

Time Segment

Length (min)

Single Time Segment

OnlyLocked

Reassignment

2034, PM

Reassignment

2034PM

ONE

HOUR16:15 17:45 90 15




Left Normal/unknown


13

Arms

Arms

Major Arm Geometry


Minor Arm Geometry






Traffic Flows






ArmWidth of







(PCU)

C 9.50 0.00 ü 2.20 80.00 ü 7.00

ArmMinor Arm Type

Lane Width

(m)

Lane Width

(Left) (m)

Lane Width

(Right) (m)

Width at give-way

(m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate Flare

Length

Flare Length (PCU)



BOne

lane5.00 25 80


(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 630.045 0.097 0.246 0.155 0.351

1 B-C 809.317 0.105 0.266 - -

1 C-B 620.292 0.204 0.204 - -

Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



14

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix




A ONE HOUR ü 466.00 100.000

B ONE HOUR ü 697.00 100.000

C ONE HOUR ü 634.00 100.000

To

From

A B C

A 0.000 102.000 364.000

B 132.000 0.000 565.000

C 333.000 301.000 0.000

To

From

A B C

A 0.00 0.22 0.78

B 0.19 0.00 0.81

C 0.53 0.47 0.00

To

From

A B C

A 1.000 1.000 1.000

B 1.000 1.000 1.000

C 1.000 1.000 1.000

To

From

A B C

A 0.0 0.0 0.0

B 0.0 0.0 0.0

C 0.0 0.0 0.0


15

Results








B-AC 1.32 630.16 109.67 F

C-AB 0.65 19.34 1.80 C

C-A - - - -

A-B - - - -

A-C - - - -


B-AC 524.74 509.83 0.00 646.65 0.811 3.73 24.211 C

C-AB 226.82 224.06 0.00 549.17 0.413 0.69 10.984 B

C-A 250.49 250.49 0.00 - - - - -

A-B 76.79 76.79 0.00 - - - - -

A-C 274.04 274.04 0.00 - - - - -


B-AC 626.59 587.13 0.00 620.02 1.011 13.59 69.971 F

C-AB 271.88 270.64 0.00 536.72 0.507 1.00 13.464 B

C-A 298.08 298.08 0.00 - - - - -

A-B 91.70 91.70 0.00 - - - - -

A-C 327.23 327.23 0.00 - - - - -


B-AC 767.41 579.14 0.00 581.25 1.320 60.66 245.894 F

C-AB 342.06 339.07 0.00 527.48 0.648 1.75 18.802 C

C-A 355.98 355.98 0.00 - - - - -

A-B 112.30 112.30 0.00 - - - - -

A-C 400.77 400.77 0.00 - - - - -


B-AC 767.41 580.38 0.00 580.71 1.322 107.42 520.195 F

C-AB 342.06 341.86 0.00 527.48 0.648 1.80 19.342 C

C-A 355.98 355.98 0.00 - - - - -

A-B 112.30 112.30 0.00 - - - - -

A-C 400.77 400.77 0.00 - - - - -


16




B-AC 626.59 617.58 0.00 619.33 1.012 109.67 630.159 F

C-AB 271.88 274.83 0.00 536.72 0.507 1.06 13.896 B

C-A 298.08 298.08 0.00 - - - - -

A-B 91.70 91.70 0.00 - - - - -

A-C 327.23 327.23 0.00 - - - - -


B-AC 524.74 640.19 0.00 646.03 0.812 80.81 536.893 F

C-AB 226.82 228.18 0.00 549.17 0.413 0.72 11.264 B

C-A 250.49 250.49 0.00 - - - - -

A-B 76.79 76.79 0.00 - - - - -

A-C 274.04 274.04 0.00 - - - - -


17

Filename: Baseline Model.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Red Lion Roundabout Report generation date: 03/08/2017 10:15:29

» (Default Analysis Set) - Baseline 2015, AM » (Default Analysis Set) - Baseline 2015, PM » (Default Analysis Set) - Baseline 2019, AM » (Default Analysis Set) - Baseline 2019, PM



weighted averages.

"D1 - Baseline 2015, AM " model duration: 07:30 - 09:00


"D3 - Baseline 2019, AM" model duration: 07:30 - 09:00



Junctions 8ARCADY 8 - Roundabout Module

Version: 8.0.6.541 [19821,26/11/2015]





AM PM



A1 - Baseline 2015

Arm 1 2.71 6.48 0.73

6.22

1.79 4.90 0.64

14.34

Arm 2 1.12 6.02 0.53 2.21 9.09 0.69

Arm 3 0.81 5.73 0.45 8.01 32.48 0.90

Arm 4 0.00 0.00 0.00 0.00 0.00 0.00

Arm 5 0.00 0.00 0.00 0.00 0.00 0.00

A1 - Baseline 2019

Arm 1 3.31 7.56 0.77

7.04

2.07 5.39 0.68

22.35

Arm 2 1.29 6.57 0.56 2.72 10.69 0.74

Arm 3 0.91 6.12 0.48 15.05 57.00 0.97

Arm 4 0.00 0.00 0.00 0.00 0.00 0.00

Arm 5 0.00 0.00 0.00 0.00 0.00 0.00


1



File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions


Title Red Lion Roundabout - Furthergate

Location

Site Number

Date 31/07/2017

Version

Status

Identifier

Client

Jobnumber


Description Base Model

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00




(Default Analysis Set) ARCADY 100.000

NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2015, AM

Baseline

2015AM

ONE

HOUR07:30 09:00 90 15

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

1 (untitled) Roundabout 1,2,3,4,5 6.22 A


Left Normal/unknown


2

Arms

Arms

Capacity Options

Roundabout Geometry


Roundabout Slope and Intercept used in model

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

Traffic Flows


Arm Arm Name Description

1 1 A6119

2 2 A6119 Whitebirk Road

3 3 A678 Burnley Road

4 4 Link Road

5 5 The Range

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr)

1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00

ArmV - Approach road half-

width (m)E - Entry width

(m)l' - Effective flare

length (m)R - Entry radius

(m)D - Inscribed circle

diameter (m)PHI - Conflict (entry)

angle (deg)Exit Only

1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00

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

1 (calculated) (calculated) 0.491 2085.600





Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



3

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1384.00 100.000

2 ONE HOUR ü 614.00 100.000

3 ONE HOUR ü 466.00 100.000

4 ONE HOUR ü 0.00 100.000

5 ONE HOUR ü 0.00 100.000

To

From

1 2 3 4 5

1 0.000 765.000 619.000 0.000 0.000

2 590.000 0.000 20.000 0.000 4.000

3 453.000 12.000 0.000 0.000 1.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.45 0.00 0.00

2 0.96 0.00 0.03 0.00 0.01

3 0.97 0.03 0.00 0.00 0.00

4 0.20 0.20 0.20 0.20 0.20

5 0.20 0.20 0.20 0.20 0.20

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


4


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0

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

1 0.73 6.48 2.71 A

2 0.53 6.02 1.12 A

3 0.45 5.73 0.81 A

4 0.00 0.00 0.00 A

5 0.00 0.00 0.00 A

ArmTotal Demand

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

Circulating Flow (PCU/hr)

Pedestrian Demand (Ped/hr)

Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1041.95 1037.97 8.99 0.00 2081.19 0.501 0.99 3.438 A

2 462.25 460.21 464.24 0.00 1363.77 0.339 0.51 3.975 A

3 350.83 349.23 445.22 0.00 1221.19 0.287 0.40 4.121 A

4 0.00 0.00 794.45 0.00 1301.72 0.000 0.00 0.000 A

5 0.00 0.00 790.70 0.00 1044.13 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1244.19 1242.28 10.77 0.00 2080.31 0.598 1.47 4.286 A

2 551.97 551.18 555.62 0.00 1326.00 0.416 0.71 4.641 A

3 418.92 418.36 533.23 0.00 1187.67 0.353 0.54 4.677 A

4 0.00 0.00 951.59 0.00 1234.25 0.000 0.00 0.000 A

5 0.00 0.00 947.10 0.00 984.72 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1523.81 1519.00 13.18 0.00 2079.13 0.733 2.67 6.373 A

2 676.03 674.40 679.38 0.00 1274.84 0.530 1.11 5.980 A

3 513.08 512.01 652.43 0.00 1142.27 0.449 0.81 5.703 A

4 0.00 0.00 1164.45 0.00 1142.87 0.000 0.00 0.000 A

5 0.00 0.00 1158.95 0.00 904.24 0.000 0.00 0.000 A


5







Demand Set Details

Junction Network

Junctions

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1523.81 1523.68 13.21 0.00 2079.12 0.733 2.71 6.477 A

2 676.03 675.99 681.47 0.00 1273.98 0.531 1.12 6.019 A

3 513.08 513.06 653.97 0.00 1141.69 0.449 0.81 5.726 A

4 0.00 0.00 1167.03 0.00 1141.76 0.000 0.00 0.000 A

5 0.00 0.00 1161.52 0.00 903.27 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1244.19 1249.00 10.81 0.00 2080.29 0.598 1.51 4.354 A

2 551.97 553.58 558.62 0.00 1324.76 0.417 0.72 4.677 A

3 418.92 419.97 535.55 0.00 1186.79 0.353 0.55 4.700 A

4 0.00 0.00 955.52 0.00 1232.57 0.000 0.00 0.000 A

5 0.00 0.00 951.01 0.00 983.24 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1041.95 1043.93 9.05 0.00 2081.16 0.501 1.01 3.479 A

2 462.25 463.07 466.90 0.00 1362.67 0.339 0.52 4.005 A

3 350.83 351.40 447.98 0.00 1220.14 0.288 0.41 4.146 A

4 0.00 0.00 799.39 0.00 1299.60 0.000 0.00 0.000 A

5 0.00 0.00 795.62 0.00 1042.27 0.000 0.00 0.000 A



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2015, PM

Baseline

2015PM

ONE

HOUR16:15 17:45 90 15


1 (untitled) Roundabout 1,2,3,4,5 14.34 B


6


Arms

Arms

Capacity Options

Roundabout Geometry





Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00








7

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1206.00 100.000

2 ONE HOUR ü 806.00 100.000

3 ONE HOUR ü 861.00 100.000

4 ONE HOUR ü 0.00 100.000

5 ONE HOUR ü 0.00 100.000

To

From

1 2 3 4 5

1 0.000 607.000 552.000 0.000 47.000

2 740.000 0.000 36.000 0.000 30.000

3 805.000 42.000 0.000 0.000 14.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.46 0.00 0.04

2 0.92 0.00 0.04 0.00 0.04

3 0.93 0.05 0.00 0.00 0.02

4 0.20 0.20 0.20 0.20 0.20

5 0.20 0.20 0.20 0.20 0.20


8

Vehicle Mix



Results




To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.64 4.90 1.79 A

2 0.69 9.09 2.21 A

3 0.90 32.48 8.01 D

4 0.00 0.00 0.00 A

5 0.00 0.00 0.00 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 907.94 904.83 31.38 0.00 2070.21 0.439 0.78 3.082 A

2 606.80 603.65 449.42 0.00 1369.90 0.443 0.79 4.680 A

3 648.21 643.21 611.95 0.00 1157.69 0.560 1.25 6.932 A

4 0.00 0.00 1255.15 0.00 1103.93 0.000 0.00 0.000 A

5 0.00 0.00 1186.96 0.00 893.60 0.000 0.00 0.000 A


9






ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1084.17 1082.90 37.57 0.00 2067.17 0.524 1.09 3.652 A

2 724.58 723.03 537.86 0.00 1333.34 0.543 1.17 5.882 A

3 774.02 770.18 732.94 0.00 1111.61 0.696 2.21 10.425 B

4 0.00 0.00 1503.12 0.00 997.48 0.000 0.00 0.000 A

5 0.00 0.00 1421.48 0.00 804.51 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1327.83 1325.09 45.28 0.00 2063.38 0.644 1.78 4.857 A

2 887.42 883.43 658.15 0.00 1283.62 0.691 2.17 8.906 A

3 947.98 928.31 895.61 0.00 1049.66 0.903 7.13 26.241 D

4 0.00 0.00 1823.92 0.00 859.75 0.000 0.00 0.000 A

5 0.00 0.00 1724.30 0.00 689.48 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1327.83 1327.78 46.07 0.00 2063.00 0.644 1.79 4.896 A

2 887.42 887.28 659.48 0.00 1283.06 0.692 2.21 9.088 A

3 947.98 944.45 899.40 0.00 1048.21 0.904 8.01 32.477 D

4 0.00 0.00 1843.85 0.00 851.20 0.000 0.00 0.000 A

5 0.00 0.00 1743.72 0.00 682.10 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1084.17 1086.89 38.85 0.00 2066.54 0.525 1.11 3.686 A

2 724.58 728.57 539.84 0.00 1332.52 0.544 1.21 6.001 A

3 774.02 796.48 738.39 0.00 1109.54 0.698 2.40 12.258 B

4 0.00 0.00 1534.87 0.00 983.85 0.000 0.00 0.000 A

5 0.00 0.00 1452.44 0.00 792.75 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 907.94 909.25 31.83 0.00 2069.98 0.439 0.79 3.106 A

2 606.80 608.42 451.61 0.00 1368.99 0.443 0.80 4.742 A

3 648.21 652.60 616.68 0.00 1155.89 0.561 1.30 7.213 A

4 0.00 0.00 1269.28 0.00 1097.87 0.000 0.00 0.000 A

5 0.00 0.00 1200.59 0.00 888.43 0.000 0.00 0.000 A


10




Demand Set Details

Junction Network

Junctions


Arms

Arms

Capacity Options



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2019, AM

Baseline

2019AM

ONE

HOUR07:30 09:00 90 15




Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00


11

Roundabout Geometry




Traffic Flows


Entry Flows

General Flows Data








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1456.00 100.000

2 ONE HOUR ü 646.00 100.000

3 ONE HOUR ü 491.00 100.000

4 ONE HOUR ü 0.00 100.000

5 ONE HOUR ü 0.00 100.000


12

Turning Proportions



Vehicle Mix



To

From

1 2 3 4 5

1 0.000 805.000 651.000 0.000 0.000

2 621.000 0.000 21.000 0.000 4.000

3 477.000 13.000 0.000 0.000 1.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.45 0.00 0.00

2 0.96 0.00 0.03 0.00 0.01

3 0.97 0.03 0.00 0.00 0.00

4 0.20 0.20 0.20 0.20 0.20

5 0.20 0.20 0.20 0.20 0.20

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


13

Results








1 0.77 7.56 3.31 A

2 0.56 6.57 1.29 A

3 0.48 6.12 0.91 A

4 0.00 0.00 0.00 A

5 0.00 0.00 0.00 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1096.15 1091.74 9.74 0.00 2080.82 0.527 1.10 3.623 A

2 486.34 484.12 488.13 0.00 1353.89 0.359 0.56 4.129 A

3 369.65 367.91 468.38 0.00 1212.37 0.305 0.44 4.254 A

4 0.00 0.00 836.29 0.00 1283.75 0.000 0.00 0.000 A

5 0.00 0.00 832.54 0.00 1028.24 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1308.91 1306.63 11.67 0.00 2079.87 0.629 1.67 4.641 A

2 580.74 579.83 584.21 0.00 1314.18 0.442 0.78 4.896 A

3 441.40 440.76 560.98 0.00 1177.10 0.375 0.59 4.885 A

4 0.00 0.00 1001.74 0.00 1212.72 0.000 0.00 0.000 A

5 0.00 0.00 997.25 0.00 965.67 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1603.09 1596.76 14.28 0.00 2078.59 0.771 3.26 7.374 A

2 711.26 709.30 713.93 0.00 1260.56 0.564 1.27 6.506 A

3 540.60 539.35 686.24 0.00 1129.40 0.479 0.91 6.089 A

4 0.00 0.00 1225.60 0.00 1116.62 0.000 0.00 0.000 A

5 0.00 0.00 1220.11 0.00 881.01 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1603.09 1602.87 14.31 0.00 2078.58 0.771 3.31 7.558 A

2 711.26 711.21 716.67 0.00 1259.43 0.565 1.29 6.566 A

3 540.60 540.58 688.09 0.00 1128.69 0.479 0.91 6.120 A

4 0.00 0.00 1228.67 0.00 1115.30 0.000 0.00 0.000 A

5 0.00 0.00 1223.16 0.00 879.85 0.000 0.00 0.000 A


14






Demand Set Details

Junction Network

Junctions


ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1308.91 1315.28 11.72 0.00 2079.85 0.629 1.72 4.748 A

2 580.74 582.68 588.08 0.00 1312.58 0.442 0.80 4.944 A

3 441.40 442.63 563.74 0.00 1176.05 0.375 0.61 4.916 A

4 0.00 0.00 1006.37 0.00 1210.74 0.000 0.00 0.000 A

5 0.00 0.00 1001.86 0.00 963.92 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1096.15 1098.55 9.80 0.00 2080.79 0.527 1.12 3.673 A

2 486.34 487.29 491.18 0.00 1352.63 0.360 0.57 4.166 A

3 369.65 370.31 471.45 0.00 1211.20 0.305 0.44 4.284 A

4 0.00 0.00 841.75 0.00 1281.41 0.000 0.00 0.000 A

5 0.00 0.00 837.98 0.00 1026.17 0.000 0.00 0.000 A



NameScenario

Name

Time Period Name





(min)



Locked

Baseline

2019, PM

Baseline

2019PM

ONE

HOUR16:15 17:45 90 15


1 (untitled) Roundabout 1,2,3,4,5 22.35 C


Left Normal/unknown


15

Arms

Arms

Capacity Options

Roundabout Geometry




Traffic Flows



1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



16

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1267.00 100.000

2 ONE HOUR ü 848.00 100.000

3 ONE HOUR ü 905.00 100.000

4 ONE HOUR ü 0.00 100.000

5 ONE HOUR ü 0.00 100.000

To

From

1 2 3 4 5

1 0.000 638.000 580.000 0.000 49.000

2 778.000 0.000 38.000 0.000 32.000

3 846.000 44.000 0.000 0.000 15.000

4 0.000 0.000 0.000 0.000 0.000

5 0.000 0.000 0.000 0.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.46 0.00 0.04

2 0.92 0.00 0.04 0.00 0.04

3 0.93 0.05 0.00 0.00 0.02

4 0.20 0.20 0.20 0.20 0.20

5 0.20 0.20 0.20 0.20 0.20

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


17


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.68 5.39 2.07 A

2 0.74 10.69 2.72 B

3 0.97 57.00 15.05 F

4 0.00 0.00 0.00 A

5 0.00 0.00 0.00 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 953.86 950.47 32.85 0.00 2069.48 0.461 0.85 3.208 A

2 638.42 634.92 471.86 0.00 1360.62 0.469 0.87 4.937 A

3 681.33 675.58 643.23 0.00 1145.78 0.595 1.44 7.567 A

4 0.00 0.00 1318.81 0.00 1076.60 0.000 0.00 0.000 A

5 0.00 0.00 1246.90 0.00 870.83 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1139.01 1137.54 39.30 0.00 2066.32 0.551 1.22 3.869 A

2 762.33 760.48 564.73 0.00 1322.23 0.577 1.34 6.386 A

3 813.58 808.41 770.39 0.00 1097.35 0.741 2.73 12.239 B

4 0.00 0.00 1578.80 0.00 964.99 0.000 0.00 0.000 A

5 0.00 0.00 1492.71 0.00 777.45 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1394.99 1391.65 46.69 0.00 2062.69 0.676 2.05 5.338 A

2 933.67 928.37 690.88 0.00 1270.09 0.735 2.66 10.376 B

3 996.42 960.37 940.59 0.00 1032.53 0.965 11.74 38.267 E

4 0.00 0.00 1900.96 0.00 826.68 0.000 0.00 0.000 A

5 0.00 0.00 1796.19 0.00 662.17 0.000 0.00 0.000 A


18




ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1394.99 1394.92 47.80 0.00 2062.15 0.676 2.07 5.393 A

2 933.67 933.43 692.50 0.00 1269.42 0.736 2.72 10.694 B

3 996.42 983.19 945.55 0.00 1030.64 0.967 15.05 56.996 F

4 0.00 0.00 1928.75 0.00 814.75 0.000 0.00 0.000 A

5 0.00 0.00 1823.28 0.00 651.88 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1139.01 1142.33 41.89 0.00 2065.05 0.552 1.24 3.915 A

2 762.33 767.67 567.11 0.00 1321.25 0.577 1.39 6.566 A

3 813.58 861.50 777.45 0.00 1094.66 0.743 3.07 18.262 C

4 0.00 0.00 1638.95 0.00 939.16 0.000 0.00 0.000 A

5 0.00 0.00 1551.52 0.00 755.11 0.000 0.00 0.000 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 953.86 955.39 33.43 0.00 2069.20 0.461 0.86 3.238 A

2 638.42 640.39 474.30 0.00 1359.61 0.470 0.89 5.018 A

3 681.33 687.59 648.64 0.00 1143.72 0.596 1.50 7.998 A

4 0.00 0.00 1336.23 0.00 1069.12 0.000 0.00 0.000 A

5 0.00 0.00 1263.72 0.00 864.44 0.000 0.00 0.000 A


19

Filename: Options 1 - 2 - 4.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Red Lion Roundabout Report generation date: 03/08/2017 10:19:33




weighted averages.







Version: 8.0.6.541 [19821,26/11/2015]





AM PM




Arm 1 2.57 6.48 0.72

6.00

1.70 4.90 0.63

8.51

Arm 2 1.29 6.58 0.57 2.71 10.66 0.73

Arm 3 0.06 4.38 0.06 0.14 5.15 0.12

Arm 4 0.58 4.29 0.37 2.92 12.01 0.75

Arm 5 0.22 4.85 0.18 0.24 6.58 0.20


Arm 1 4.80 10.72 0.83

8.90

2.61 6.61 0.73

17.05

Arm 2 2.00 8.95 0.67 5.95 21.16 0.87

Arm 3 0.08 4.88 0.08 0.19 6.00 0.16

Arm 4 0.77 4.99 0.44 8.00 30.04 0.90

Arm 5 0.28 5.49 0.22 0.35 8.27 0.26


1



File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions



Location

Site Number

Date 31/07/2017

Version

Status

Identifier

Client

Jobnumber


Description Option 1, 2 & 4

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, AM

Reassigned

2019AM

ONE

HOUR07:30 09:00 90 15




Left Normal/unknown


2

Arms

Arms

Capacity Options

Roundabout Geometry




Traffic Flows



1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



3

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1312.00 100.000

2 ONE HOUR ü 646.00 100.000

3 ONE HOUR ü 48.00 100.000

4 ONE HOUR ü 441.00 100.000

5 ONE HOUR ü 147.00 100.000

To

From

1 2 3 4 5

1 0.000 725.000 59.000 528.000 0.000

2 590.000 0.000 2.000 19.000 35.000

3 45.000 1.000 0.000 0.000 2.000

4 408.000 11.000 0.000 0.000 22.000

5 0.000 81.000 7.000 59.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.04 0.40 0.00

2 0.91 0.00 0.00 0.03 0.05

3 0.94 0.02 0.00 0.00 0.04

4 0.93 0.02 0.00 0.00 0.05

5 0.00 0.55 0.05 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


4


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.72 6.48 2.57 A

2 0.57 6.58 1.29 A

3 0.06 4.38 0.06 A

4 0.37 4.29 0.58 A

5 0.18 4.85 0.22 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 987.74 983.97 119.20 0.00 2027.12 0.487 0.94 3.438 A

2 486.34 484.11 489.71 0.00 1353.24 0.359 0.56 4.131 A

3 36.14 35.99 922.83 0.00 1039.29 0.035 0.04 3.587 A

4 332.01 330.80 504.37 0.00 1426.25 0.233 0.30 3.284 A

5 110.67 110.20 790.94 0.00 1044.04 0.106 0.12 3.853 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1179.46 1177.65 142.78 0.00 2015.54 0.585 1.40 4.286 A

2 580.74 579.83 586.16 0.00 1313.37 0.442 0.79 4.901 A

3 43.15 43.11 1104.95 0.00 969.93 0.044 0.05 3.884 A

4 396.45 396.06 604.09 0.00 1383.44 0.287 0.40 3.643 A

5 132.15 132.01 947.18 0.00 984.69 0.134 0.15 4.222 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1444.54 1439.97 174.79 0.00 1999.84 0.722 2.54 6.378 A

2 711.26 709.29 716.81 0.00 1259.37 0.565 1.28 6.521 A

3 52.85 52.78 1351.46 0.00 876.04 0.060 0.06 4.372 A

4 485.55 484.85 739.01 0.00 1325.51 0.366 0.57 4.278 A

5 161.85 161.60 1159.05 0.00 904.21 0.179 0.22 4.847 A


5







Demand Set Details

Junction Network

Junctions

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1444.54 1444.41 175.06 0.00 1999.71 0.722 2.57 6.478 A

2 711.26 711.21 718.91 0.00 1258.50 0.565 1.29 6.577 A

3 52.85 52.85 1355.26 0.00 874.60 0.060 0.06 4.380 A

4 485.55 485.54 740.94 0.00 1324.69 0.367 0.58 4.289 A

5 161.85 161.85 1161.52 0.00 903.27 0.179 0.22 4.855 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1179.46 1184.03 143.20 0.00 2015.34 0.585 1.43 4.355 A

2 580.74 582.69 589.19 0.00 1312.12 0.443 0.80 4.949 A

3 43.15 43.22 1110.52 0.00 967.81 0.045 0.05 3.895 A

4 396.45 397.14 606.97 0.00 1382.20 0.287 0.40 3.659 A

5 132.15 132.40 950.92 0.00 983.27 0.134 0.16 4.233 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 987.74 989.62 119.86 0.00 2026.79 0.487 0.96 3.479 A

2 486.34 487.29 492.52 0.00 1352.08 0.360 0.57 4.168 A

3 36.14 36.18 928.52 0.00 1037.12 0.035 0.04 3.598 A

4 332.01 332.40 507.63 0.00 1424.85 0.233 0.31 3.298 A

5 110.67 110.82 795.54 0.00 1042.30 0.106 0.12 3.866 A



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, PM

Reassigned

2019PM

ONE

HOUR16:15 17:45 90 15




6


Arms

Arms

Capacity Options

Roundabout Geometry





Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00








7

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1145.00 100.000

2 ONE HOUR ü 847.00 100.000

3 ONE HOUR ü 90.00 100.000

4 ONE HOUR ü 814.00 100.000

5 ONE HOUR ü 122.00 100.000

To

From

1 2 3 4 5

1 0.000 574.000 52.000 470.000 49.000

2 739.000 0.000 4.000 34.000 70.000

3 80.000 4.000 0.000 0.000 6.000

4 723.000 40.000 0.000 0.000 51.000

5 0.000 64.000 6.000 52.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.05 0.41 0.04

2 0.87 0.00 0.00 0.04 0.08

3 0.89 0.04 0.00 0.00 0.07

4 0.89 0.05 0.00 0.00 0.06

5 0.00 0.52 0.05 0.43 0.00


8

Vehicle Mix



Results




To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.63 4.90 1.70 A

2 0.73 10.66 2.71 B

3 0.12 5.15 0.14 A

4 0.75 12.01 2.92 B

5 0.20 6.58 0.24 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 862.02 859.07 124.34 0.00 2024.59 0.426 0.74 3.081 A

2 637.67 634.17 471.86 0.00 1360.62 0.469 0.87 4.932 A

3 67.76 67.46 1059.53 0.00 987.23 0.069 0.07 3.913 A

4 612.82 609.48 709.95 0.00 1337.99 0.458 0.84 4.919 A

5 91.85 91.39 1187.57 0.00 893.37 0.103 0.11 4.487 A


9






ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1029.33 1028.13 148.96 0.00 2012.51 0.511 1.04 3.652 A

2 761.44 759.58 564.78 0.00 1322.21 0.576 1.34 6.376 A

3 80.91 80.81 1268.69 0.00 907.56 0.089 0.10 4.354 A

4 731.77 729.84 850.32 0.00 1277.73 0.573 1.32 6.546 A

5 109.68 109.50 1422.27 0.00 804.21 0.136 0.16 5.180 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1260.67 1258.06 182.12 0.00 1996.24 0.632 1.69 4.859 A

2 932.56 927.30 691.08 0.00 1270.00 0.734 2.65 10.347 B

3 99.09 98.92 1550.28 0.00 800.32 0.124 0.14 5.131 A

4 896.23 890.15 1038.46 0.00 1196.96 0.749 2.84 11.509 B

5 134.32 133.99 1735.77 0.00 685.12 0.196 0.24 6.527 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1260.67 1260.62 182.74 0.00 1995.94 0.632 1.70 4.895 A

2 932.56 932.34 692.51 0.00 1269.41 0.735 2.71 10.661 B

3 99.09 99.09 1556.59 0.00 797.92 0.124 0.14 5.151 A

4 896.23 895.90 1043.55 0.00 1194.78 0.750 2.92 12.010 B

5 134.32 134.31 1745.71 0.00 681.35 0.197 0.24 6.580 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1029.33 1031.92 149.88 0.00 2012.06 0.512 1.06 3.684 A

2 761.44 766.74 566.91 0.00 1321.33 0.576 1.38 6.551 A

3 80.91 81.08 1277.75 0.00 904.12 0.089 0.10 4.374 A

4 731.77 737.97 857.58 0.00 1274.61 0.574 1.37 6.785 A

5 109.68 110.01 1436.38 0.00 798.85 0.137 0.16 5.228 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 862.02 863.26 125.26 0.00 2024.14 0.426 0.75 3.103 A

2 637.67 639.63 474.25 0.00 1359.63 0.469 0.89 5.015 A

3 67.76 67.85 1067.12 0.00 984.34 0.069 0.07 3.928 A

4 612.82 614.88 715.73 0.00 1335.51 0.459 0.86 5.009 A

5 91.85 92.03 1197.75 0.00 889.50 0.103 0.12 4.516 A


10




Demand Set Details

Junction Network

Junctions


Arms

Arms

Capacity Options



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, AM

Reassigned

2034AM

ONE

HOUR07:30 09:00 90 15




Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00


11

Roundabout Geometry




Traffic Flows


Entry Flows

General Flows Data








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1503.00 100.000

2 ONE HOUR ü 740.00 100.000

3 ONE HOUR ü 56.00 100.000

4 ONE HOUR ü 506.00 100.000

5 ONE HOUR ü 166.00 100.000


12

Turning Proportions



Vehicle Mix



To

From

1 2 3 4 5

1 0.000 831.000 67.000 605.000 0.000

2 676.000 0.000 2.000 22.000 40.000

3 52.000 1.000 0.000 0.000 3.000

4 467.000 13.000 0.000 0.000 26.000

5 0.000 92.000 7.000 67.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.04 0.40 0.00

2 0.91 0.00 0.00 0.03 0.05

3 0.93 0.02 0.00 0.00 0.05

4 0.92 0.03 0.00 0.00 0.05

5 0.00 0.55 0.04 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


13

Results








1 0.83 10.72 4.80 B

2 0.67 8.95 2.00 A

3 0.08 4.88 0.08 A

4 0.44 4.99 0.77 A

5 0.22 5.49 0.28 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1131.54 1126.49 134.90 0.00 2019.41 0.560 1.26 4.010 A

2 557.11 554.23 559.12 0.00 1324.55 0.421 0.72 4.657 A

3 42.16 41.98 1056.39 0.00 988.42 0.043 0.04 3.803 A

4 380.94 379.45 578.24 0.00 1394.54 0.273 0.37 3.542 A

5 124.97 124.41 905.98 0.00 1000.34 0.125 0.14 4.107 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1351.17 1348.11 161.61 0.00 2006.31 0.673 2.03 5.445 A

2 665.24 663.84 669.19 0.00 1279.05 0.520 1.07 5.839 A

3 50.34 50.29 1264.86 0.00 909.03 0.055 0.06 4.192 A

4 454.88 454.35 692.60 0.00 1345.44 0.338 0.51 4.037 A

5 149.23 149.04 1085.03 0.00 932.33 0.160 0.19 4.594 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1654.83 1644.33 197.81 0.00 1988.54 0.832 4.65 10.159 B

2 814.76 811.18 816.51 0.00 1218.16 0.669 1.96 8.768 A

3 61.66 61.56 1544.51 0.00 802.52 0.077 0.08 4.858 A

4 557.12 556.09 846.43 0.00 1279.40 0.435 0.76 4.970 A

5 182.77 182.42 1326.80 0.00 840.48 0.217 0.28 5.468 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1654.83 1654.25 198.18 0.00 1988.36 0.832 4.80 10.723 B

2 814.76 814.62 821.10 0.00 1216.26 0.670 2.00 8.955 A

3 61.66 61.66 1552.07 0.00 799.64 0.077 0.08 4.877 A

4 557.12 557.10 849.85 0.00 1277.93 0.436 0.77 4.993 A

5 182.77 182.76 1330.99 0.00 838.89 0.218 0.28 5.486 A


14






Demand Set Details

Junction Network

Junctions


ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1351.17 1361.95 162.18 0.00 2006.02 0.674 2.10 5.679 A

2 665.24 668.82 675.61 0.00 1276.40 0.521 1.10 5.961 A

3 50.34 50.44 1275.61 0.00 904.93 0.056 0.06 4.213 A

4 454.88 455.90 697.57 0.00 1343.31 0.339 0.52 4.062 A

5 149.23 149.57 1091.19 0.00 929.99 0.160 0.19 4.614 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1131.54 1134.79 135.72 0.00 2019.01 0.560 1.29 4.085 A

2 557.11 558.59 563.17 0.00 1322.88 0.421 0.73 4.720 A

3 42.16 42.22 1064.38 0.00 985.38 0.043 0.04 3.819 A

4 380.94 381.49 582.69 0.00 1392.63 0.274 0.38 3.561 A

5 124.97 125.17 912.12 0.00 998.01 0.125 0.14 4.125 A



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, PM

Reassigned

2034PM

ONE

HOUR16:15 17:45 90 15




Left Normal/unknown


15

Arms

Arms

Capacity Options

Roundabout Geometry




Traffic Flows



1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 4.50 5.80 3.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



16

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1307.00 100.000

2 ONE HOUR ü 966.00 100.000

3 ONE HOUR ü 104.00 100.000

4 ONE HOUR ü 929.00 100.000

5 ONE HOUR ü 140.00 100.000

To

From

1 2 3 4 5

1 0.000 655.000 60.000 536.000 56.000

2 843.000 0.000 4.000 39.000 80.000

3 92.000 5.000 0.000 0.000 7.000

4 825.000 45.000 0.000 0.000 59.000

5 0.000 73.000 7.000 60.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.05 0.41 0.04

2 0.87 0.00 0.00 0.04 0.08

3 0.88 0.05 0.00 0.00 0.07

4 0.89 0.05 0.00 0.00 0.06

5 0.00 0.52 0.05 0.43 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


17


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.73 6.61 2.61 A

2 0.87 21.16 5.95 C

3 0.16 6.00 0.19 A

4 0.90 30.04 8.00 D

5 0.26 8.27 0.35 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 983.98 980.19 142.22 0.00 2015.82 0.488 0.95 3.463 A

2 727.26 722.52 539.14 0.00 1332.81 0.546 1.18 5.856 A

3 78.30 77.93 1208.43 0.00 930.52 0.084 0.09 4.220 A

4 699.40 694.77 810.29 0.00 1294.92 0.540 1.16 5.954 A

5 105.40 104.82 1353.85 0.00 830.20 0.127 0.14 4.958 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1174.97 1173.13 170.37 0.00 2002.01 0.587 1.40 4.333 A

2 868.41 865.11 645.33 0.00 1288.91 0.674 2.01 8.428 A

3 93.49 93.36 1446.73 0.00 839.76 0.111 0.12 4.823 A

4 835.15 831.49 970.23 0.00 1226.25 0.681 2.07 9.035 A

5 125.86 125.61 1620.72 0.00 728.83 0.173 0.21 5.965 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1439.03 1434.35 207.68 0.00 1983.70 0.725 2.58 6.497 A

2 1063.59 1049.39 789.04 0.00 1229.51 0.865 5.56 18.668 C

3 114.51 114.25 1760.55 0.00 720.24 0.159 0.19 5.937 A

4 1022.85 1002.96 1178.38 0.00 1136.89 0.900 7.04 23.990 C

5 154.14 153.60 1961.60 0.00 599.33 0.257 0.34 8.067 A


18




ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1439.03 1438.90 208.97 0.00 1983.07 0.726 2.61 6.611 A

2 1063.59 1062.03 791.55 0.00 1228.47 0.866 5.95 21.156 C

3 114.51 114.50 1775.42 0.00 714.57 0.160 0.19 5.998 A

4 1022.85 1019.01 1190.91 0.00 1131.51 0.904 8.00 30.039 D

5 154.14 154.11 1987.89 0.00 589.34 0.262 0.35 8.270 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1174.97 1179.65 172.47 0.00 2000.98 0.587 1.44 4.407 A

2 868.41 883.67 648.96 0.00 1287.41 0.675 2.13 9.234 A

3 93.49 93.74 1468.50 0.00 831.47 0.112 0.13 4.881 A

4 835.15 858.15 988.63 0.00 1218.35 0.685 2.25 10.594 B

5 125.86 126.40 1662.24 0.00 713.05 0.177 0.22 6.143 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 983.98 985.89 143.53 0.00 2015.18 0.488 0.96 3.505 A

2 727.26 730.90 542.38 0.00 1331.47 0.546 1.22 6.029 A

3 78.30 78.44 1219.72 0.00 926.22 0.085 0.09 4.248 A

4 699.40 703.61 819.04 0.00 1291.16 0.542 1.20 6.169 A

5 105.40 105.67 1369.92 0.00 824.10 0.128 0.15 5.012 A


19

Filename: Option 3.arc8 Path: S:\Symonds\Transport_Planning\Transport Planning Jobs\CS092734-04 - Furthergate\05 Record\02 Models\Red Lion Roundabout Report generation date: 03/08/2017 10:25:02




weighted averages.







Version: 8.0.6.541 [19821,26/11/2015]





AM PM




Arm 1 2.57 6.48 0.72

5.98

1.70 4.90 0.63

8.49

Arm 2 1.29 6.58 0.57 2.71 10.66 0.73

Arm 3 0.06 4.38 0.06 0.14 5.15 0.12

Arm 4 0.58 4.29 0.37 2.92 12.01 0.75

Arm 5 0.20 4.53 0.17 0.22 6.05 0.18


Arm 1 4.80 10.72 0.83

8.88

2.61 6.61 0.73

17.02

Arm 2 2.00 8.95 0.67 5.95 21.16 0.87

Arm 3 0.08 4.88 0.08 0.19 6.00 0.16

Arm 4 0.77 4.99 0.44 8.00 30.04 0.90

Arm 5 0.26 5.08 0.21 0.32 7.48 0.24


1



File summary

Analysis Options

Units




Demand Set Details

Junction Network

Junctions



Location

Site Number

Date 31/07/2017

Version

Status

Identifier

Client

Jobnumber


Description Option 3

Vehicle Length (m)

Do Queue Variations



RFC Threshold



5.75 N/A 0.85 36.00 20.00





NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, AM

Reassigned

2019AM

ONE

HOUR07:45 09:15 90 15




Left Normal/unknown


2

Arms

Arms

Capacity Options

Roundabout Geometry




Traffic Flows



1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 3.60 7.80 9.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



3

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1312.00 100.000

2 ONE HOUR ü 646.00 100.000

3 ONE HOUR ü 48.00 100.000

4 ONE HOUR ü 441.00 100.000

5 ONE HOUR ü 147.00 100.000

To

From

1 2 3 4 5

1 0.000 725.000 59.000 528.000 0.000

2 590.000 0.000 2.000 19.000 35.000

3 45.000 1.000 0.000 0.000 2.000

4 408.000 11.000 0.000 0.000 22.000

5 0.000 81.000 7.000 59.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.04 0.40 0.00

2 0.91 0.00 0.00 0.03 0.05

3 0.94 0.02 0.00 0.00 0.04

4 0.93 0.02 0.00 0.00 0.05

5 0.00 0.55 0.05 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


4


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.72 6.48 2.57 A

2 0.57 6.58 1.29 A

3 0.06 4.38 0.06 A

4 0.37 4.29 0.58 A

5 0.17 4.53 0.20 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 987.74 983.97 119.23 0.00 2027.10 0.487 0.94 3.438 A

2 486.34 484.11 489.72 0.00 1353.23 0.359 0.56 4.131 A

3 36.14 35.99 922.84 0.00 1039.29 0.035 0.04 3.587 A

4 332.01 330.80 504.37 0.00 1426.25 0.233 0.30 3.284 A

5 110.67 110.22 790.94 0.00 1100.78 0.101 0.11 3.632 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1179.46 1177.65 142.79 0.00 2015.54 0.585 1.40 4.286 A

2 580.74 579.83 586.16 0.00 1313.37 0.442 0.79 4.901 A

3 43.15 43.11 1104.95 0.00 969.93 0.044 0.05 3.884 A

4 396.45 396.06 604.09 0.00 1383.44 0.287 0.40 3.643 A

5 132.15 132.02 947.18 0.00 1040.01 0.127 0.14 3.965 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1444.54 1439.97 174.81 0.00 1999.83 0.722 2.54 6.378 A

2 711.26 709.29 716.82 0.00 1259.36 0.565 1.28 6.521 A

3 52.85 52.78 1351.46 0.00 876.04 0.060 0.06 4.372 A

4 485.55 484.85 739.01 0.00 1325.51 0.366 0.57 4.278 A

5 161.85 161.62 1159.05 0.00 957.60 0.169 0.20 4.521 A


5







Demand Set Details

Junction Network

Junctions

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1444.54 1444.41 175.06 0.00 1999.71 0.722 2.57 6.478 A

2 711.26 711.21 718.91 0.00 1258.50 0.565 1.29 6.577 A

3 52.85 52.85 1355.26 0.00 874.60 0.060 0.06 4.380 A

4 485.55 485.54 740.94 0.00 1324.69 0.367 0.58 4.289 A

5 161.85 161.85 1161.52 0.00 956.64 0.169 0.20 4.529 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1179.46 1184.03 143.18 0.00 2015.35 0.585 1.43 4.353 A

2 580.74 582.69 589.18 0.00 1312.12 0.443 0.80 4.949 A

3 43.15 43.22 1110.51 0.00 967.81 0.045 0.05 3.895 A

4 396.45 397.14 606.97 0.00 1382.20 0.287 0.40 3.656 A

5 132.15 132.38 950.92 0.00 1038.56 0.127 0.15 3.973 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 987.74 989.62 119.85 0.00 2026.80 0.487 0.96 3.476 A

2 486.34 487.29 492.51 0.00 1352.08 0.360 0.57 4.168 A

3 36.14 36.18 928.51 0.00 1037.13 0.035 0.04 3.598 A

4 332.01 332.40 507.63 0.00 1424.85 0.233 0.31 3.298 A

5 110.67 110.81 795.54 0.00 1098.99 0.101 0.11 3.642 A



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2019, PM

Reassigned

2019PM

ONE

HOUR16:30 18:00 90 15




6


Arms

Arms

Capacity Options

Roundabout Geometry





Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 3.60 7.80 9.00 15.00 90.00 60.00








7

Traffic Flows


Entry Flows

General Flows Data

Turning Proportions



Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1145.00 100.000

2 ONE HOUR ü 847.00 100.000

3 ONE HOUR ü 90.00 100.000

4 ONE HOUR ü 814.00 100.000

5 ONE HOUR ü 122.00 100.000

To

From

1 2 3 4 5

1 0.000 574.000 52.000 470.000 49.000

2 739.000 0.000 4.000 34.000 70.000

3 80.000 4.000 0.000 0.000 6.000

4 723.000 40.000 0.000 0.000 51.000

5 0.000 64.000 6.000 52.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.05 0.41 0.04

2 0.87 0.00 0.00 0.04 0.08

3 0.89 0.04 0.00 0.00 0.07

4 0.89 0.05 0.00 0.00 0.06

5 0.00 0.52 0.05 0.43 0.00


8

Vehicle Mix



Results




To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.63 4.90 1.70 A

2 0.73 10.66 2.71 B

3 0.12 5.15 0.14 A

4 0.75 12.01 2.92 B

5 0.18 6.05 0.22 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 862.02 859.07 124.37 0.00 2024.58 0.426 0.74 3.081 A

2 637.67 634.17 471.87 0.00 1360.61 0.469 0.87 4.932 A

3 67.76 67.46 1059.54 0.00 987.22 0.069 0.07 3.913 A

4 612.82 609.48 709.95 0.00 1337.99 0.458 0.84 4.919 A

5 91.85 91.42 1187.57 0.00 946.51 0.097 0.11 4.208 A


9






ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1029.33 1028.13 148.97 0.00 2012.51 0.511 1.04 3.652 A

2 761.44 759.58 564.78 0.00 1322.21 0.576 1.34 6.376 A

3 80.91 80.81 1268.70 0.00 907.56 0.089 0.10 4.354 A

4 731.77 729.84 850.32 0.00 1277.73 0.573 1.32 6.546 A

5 109.68 109.52 1422.27 0.00 855.22 0.128 0.15 4.826 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1260.67 1258.06 182.16 0.00 1996.22 0.632 1.69 4.859 A

2 932.56 927.30 691.10 0.00 1270.00 0.734 2.65 10.347 B

3 99.09 98.92 1550.29 0.00 800.31 0.124 0.14 5.131 A

4 896.23 890.15 1038.46 0.00 1196.96 0.749 2.84 11.509 B

5 134.32 134.02 1735.77 0.00 733.29 0.183 0.22 6.004 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1260.67 1260.62 182.74 0.00 1995.94 0.632 1.70 4.895 A

2 932.56 932.34 692.51 0.00 1269.41 0.735 2.71 10.661 B

3 99.09 99.09 1556.59 0.00 797.92 0.124 0.14 5.151 A

4 896.23 895.90 1043.55 0.00 1194.78 0.750 2.92 12.010 B

5 134.32 134.32 1745.71 0.00 729.42 0.184 0.22 6.048 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1029.33 1031.92 149.84 0.00 2012.08 0.512 1.06 3.681 A

2 761.44 766.74 566.89 0.00 1321.34 0.576 1.38 6.553 A

3 80.91 81.08 1277.74 0.00 904.12 0.089 0.10 4.374 A

4 731.77 737.97 857.58 0.00 1274.61 0.574 1.37 6.785 A

5 109.68 109.98 1436.38 0.00 849.74 0.129 0.15 4.869 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 862.02 863.26 125.24 0.00 2024.15 0.426 0.75 3.103 A

2 637.67 639.63 474.24 0.00 1359.63 0.469 0.89 5.013 A

3 67.76 67.85 1067.12 0.00 984.34 0.069 0.07 3.929 A

4 612.82 614.88 715.73 0.00 1335.51 0.459 0.86 5.011 A

5 91.85 92.01 1197.75 0.00 942.55 0.097 0.11 4.233 A


10




Demand Set Details

Junction Network

Junctions


Arms

Arms

Capacity Options



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, AM

Reassigned

2034AM

ONE

HOUR07:45 09:15 90 15




Left Normal/unknown


1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00


11

Roundabout Geometry




Traffic Flows


Entry Flows

General Flows Data








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 3.60 7.80 9.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



1 ONE HOUR ü 1503.00 100.000

2 ONE HOUR ü 740.00 100.000

3 ONE HOUR ü 56.00 100.000

4 ONE HOUR ü 506.00 100.000

5 ONE HOUR ü 166.00 100.000


12

Turning Proportions



Vehicle Mix



To

From

1 2 3 4 5

1 0.000 831.000 67.000 605.000 0.000

2 676.000 0.000 2.000 22.000 40.000

3 52.000 1.000 0.000 0.000 3.000

4 467.000 13.000 0.000 0.000 26.000

5 0.000 92.000 7.000 67.000 0.000

To

From

1 2 3 4 5

1 0.00 0.55 0.04 0.40 0.00

2 0.91 0.00 0.00 0.03 0.05

3 0.93 0.02 0.00 0.00 0.05

4 0.92 0.03 0.00 0.00 0.05

5 0.00 0.55 0.04 0.40 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000

To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


13

Results








1 0.83 10.72 4.80 B

2 0.67 8.95 2.00 A

3 0.08 4.88 0.08 A

4 0.44 4.99 0.77 A

5 0.21 5.08 0.26 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1131.54 1126.49 134.94 0.00 2019.39 0.560 1.26 4.010 A

2 557.11 554.23 559.13 0.00 1324.54 0.421 0.72 4.657 A

3 42.16 41.98 1056.40 0.00 988.42 0.043 0.04 3.803 A

4 380.94 379.45 578.24 0.00 1394.54 0.273 0.37 3.542 A

5 124.97 124.44 905.98 0.00 1056.03 0.118 0.13 3.863 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1351.17 1348.11 161.63 0.00 2006.30 0.673 2.03 5.445 A

2 665.24 663.84 669.19 0.00 1279.05 0.520 1.07 5.839 A

3 50.34 50.29 1264.86 0.00 909.02 0.055 0.06 4.192 A

4 454.88 454.35 692.60 0.00 1345.44 0.338 0.51 4.037 A

5 149.23 149.06 1085.03 0.00 986.40 0.151 0.18 4.298 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1654.83 1644.33 197.84 0.00 1988.53 0.832 4.65 10.159 B

2 814.76 811.18 816.53 0.00 1218.15 0.669 1.96 8.768 A

3 61.66 61.56 1544.52 0.00 802.51 0.077 0.08 4.858 A

4 557.12 556.09 846.43 0.00 1279.40 0.435 0.76 4.970 A

5 182.77 182.46 1326.80 0.00 892.36 0.205 0.26 5.068 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1654.83 1654.26 198.18 0.00 1988.36 0.832 4.80 10.723 B

2 814.76 814.62 821.10 0.00 1216.26 0.670 2.00 8.955 A

3 61.66 61.66 1552.07 0.00 799.64 0.077 0.08 4.877 A

4 557.12 557.10 849.85 0.00 1277.93 0.436 0.77 4.993 A

5 182.77 182.76 1330.99 0.00 890.73 0.205 0.26 5.084 A


14






Demand Set Details

Junction Network

Junctions


ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1351.17 1361.95 162.15 0.00 2006.04 0.674 2.10 5.681 A

2 665.24 668.82 675.60 0.00 1276.40 0.521 1.10 5.961 A

3 50.34 50.44 1275.59 0.00 904.94 0.056 0.06 4.214 A

4 454.88 455.90 697.57 0.00 1343.31 0.339 0.52 4.061 A

5 149.23 149.54 1091.19 0.00 984.00 0.152 0.18 4.315 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1131.54 1134.79 135.71 0.00 2019.02 0.560 1.29 4.085 A

2 557.11 558.59 563.16 0.00 1322.88 0.421 0.73 4.720 A

3 42.16 42.22 1064.38 0.00 985.38 0.043 0.04 3.816 A

4 380.94 381.49 582.69 0.00 1392.63 0.274 0.38 3.564 A

5 124.97 125.15 912.12 0.00 1053.65 0.119 0.14 3.879 A



NameScenario

Name

Time Period Name





(min)



Locked

Reassigned

2034, PM

Reassigned

2034PM

ONE

HOUR16:30 18:00 90 15




Left Normal/unknown


15

Arms

Arms

Capacity Options

Roundabout Geometry




Traffic Flows



1 1 A6119



4 4 Link Road

5 5 The Range


1 0.00 99999.00

2 0.00 99999.00

3 0.00 99999.00

4 0.00 99999.00

5 0.00 99999.00








1 7.60 7.60 0.00 25.00 90.00 60.00

2 4.00 8.50 9.00 20.00 90.00 60.00

3 3.50 8.20 10.00 25.00 90.00 75.00

4 3.50 6.80 30.00 25.00 90.00 58.00

5 3.60 7.80 9.00 15.00 90.00 60.00







Default Vehicle

Mix




Vehicle Mix Source

PCU Factor

for a HV (PCU)

Default Turning

Proportions

Estimate from

entry/exit counts

Turning Proportions

Vary Over Time

Turning Proportions

Vary Over Turn

Turning Proportions

Vary Over Entry

ü üHV



16

Entry Flows

General Flows Data

Turning Proportions



Vehicle Mix



1 ONE HOUR ü 1307.00 100.000

2 ONE HOUR ü 966.00 100.000

3 ONE HOUR ü 104.00 100.000

4 ONE HOUR ü 929.00 100.000

5 ONE HOUR ü 140.00 100.000

To

From

1 2 3 4 5

1 0.000 655.000 60.000 536.000 56.000

2 843.000 0.000 4.000 39.000 80.000

3 92.000 5.000 0.000 0.000 7.000

4 825.000 45.000 0.000 0.000 59.000

5 0.000 73.000 7.000 60.000 0.000

To

From

1 2 3 4 5

1 0.00 0.50 0.05 0.41 0.04

2 0.87 0.00 0.00 0.04 0.08

3 0.88 0.05 0.00 0.00 0.07

4 0.89 0.05 0.00 0.00 0.06

5 0.00 0.52 0.05 0.43 0.00

To

From

1 2 3 4 5

1 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000

3 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000


17


Results






To

From

1 2 3 4 5

1 0.0 0.0 0.0 0.0 0.0

2 0.0 0.0 0.0 0.0 0.0

3 0.0 0.0 0.0 0.0 0.0

4 0.0 0.0 0.0 0.0 0.0

5 0.0 0.0 0.0 0.0 0.0


1 0.73 6.61 2.61 A

2 0.87 21.16 5.95 C

3 0.16 6.00 0.19 A

4 0.90 30.04 8.00 D

5 0.24 7.48 0.32 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 983.98 980.19 142.26 0.00 2015.80 0.488 0.95 3.463 A

2 727.26 722.52 539.15 0.00 1332.80 0.546 1.18 5.856 A

3 78.30 77.93 1208.44 0.00 930.51 0.084 0.09 4.220 A

4 699.40 694.77 810.29 0.00 1294.92 0.540 1.16 5.954 A

5 105.40 104.86 1353.85 0.00 881.84 0.120 0.13 4.630 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1174.97 1173.13 170.40 0.00 2002.00 0.587 1.40 4.333 A

2 868.41 865.11 645.34 0.00 1288.91 0.674 2.01 8.428 A

3 93.49 93.36 1446.74 0.00 839.76 0.111 0.12 4.823 A

4 835.15 831.49 970.23 0.00 1226.25 0.681 2.07 9.035 A

5 125.86 125.63 1620.72 0.00 778.04 0.162 0.19 5.517 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1439.03 1434.35 207.74 0.00 1983.67 0.725 2.58 6.498 A

2 1063.59 1049.39 789.07 0.00 1229.50 0.865 5.56 18.666 C

3 114.51 114.25 1760.58 0.00 720.23 0.159 0.19 5.938 A

4 1022.85 1002.96 1178.38 0.00 1136.89 0.900 7.04 23.989 C

5 154.14 153.67 1961.59 0.00 645.45 0.239 0.31 7.314 A


18




ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1439.03 1438.90 208.98 0.00 1983.06 0.726 2.61 6.611 A

2 1063.59 1062.03 791.55 0.00 1228.47 0.866 5.95 21.156 C

3 114.51 114.50 1775.43 0.00 714.57 0.160 0.19 5.998 A

4 1022.85 1019.01 1190.91 0.00 1131.51 0.904 8.00 30.039 D

5 154.14 154.11 1987.89 0.00 635.23 0.243 0.32 7.482 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 1174.97 1179.65 172.41 0.00 2001.01 0.587 1.44 4.409 A

2 868.41 883.67 648.93 0.00 1287.43 0.675 2.13 9.233 A

3 93.49 93.74 1468.48 0.00 831.48 0.112 0.13 4.882 A

4 835.15 858.15 988.63 0.00 1218.35 0.685 2.25 10.594 B

5 125.86 126.33 1662.24 0.00 761.89 0.165 0.20 5.667 A

ArmTotal Demand




Capacity (PCU/hr)

RFCEnd Queue

(PCU)Delay

(s)LOS

1 983.98 985.89 143.50 0.00 2015.19 0.488 0.96 3.505 A

2 727.26 730.90 542.37 0.00 1331.47 0.546 1.22 6.029 A

3 78.30 78.44 1219.71 0.00 926.22 0.085 0.09 4.246 A

4 699.40 703.61 819.04 0.00 1291.16 0.542 1.20 6.169 A

5 105.40 105.65 1369.92 0.00 875.59 0.120 0.14 4.678 A


19


Appendix C

3

Appendix C – Option Drawings

NOTES:

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALLOTHER RELEVANT DRAWINGS, ANY DISCREPANCIES, ERRORSOR OMISSIONS TO BE BROUGHT TO THE ATTENTION OFCAPITA.

2. ALL DIMENSIONS TO BE CHECKED BEFORE COMMENCEMENTOF WORK ON SITE.

3. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISESTATED.

4. THE SURVEY INFORMATION SHOWN IS TOPOGRAPHICALSURVEY, SUPPLEMENTED WITH ORDINANCE SURVEY BEYONDTOPOGRAPHICAL EXTENTS. THE ACCURACY OF EACHSURVEY TYPE MUST BE NOTED AND CONFIRMED BY THECONTRACTOR ON SITE.

Works

Posts

(PH)

Wellington

139.3m

2

2

8a

1

4

S

O

4

MH CL

MH CL

W

ST

WST

BOL

BOL

BOL

BOL

BOL

BOL

G

LP

LP

G

LP

W

ST

MH CL

G

LP

BOL

EIC

DR

IC

W

ST

WM

LP

BT

CB

NP

IC

G

W

ST

W

ST

WST

W

ST

WST

W

ST

W

STW

ST

W

ST

G

G

MH CL

TP

LP

G

TIE

F

H

EIC

EIC

WM

EIC

EIC

S

T

O

N

E

W

A

L

L

B

R

I

C

K

W

A

L

L

B

W

G1.5

G1.8

G1.0

G2.0

G1.0

G1.5 G1.3

G1.5

G1.2

G1.5

B

R

IC

K

W

A

L

L

B

R

IC

K

W

A

L

L

S

T

O

N

E

W

A

L

L

MG

MG

MG

MG

MG

M

G

G0.5

M

G

MG

MG

M

G

BROKEN TARMAC/

GRAVEL

TARMAC

CONC

C

O

N

C

GRASS

TARMAC

GRASS

TARMAC

B

R

I

C

K

R

T

W

C

O

N

C

T

A

R

M

A

C

PAVING

GRASS

TARMAC

GRASS

TARMAC

GRASS

T

A

R

M

A

C

B

R

IC

K

W

A

L

L

GRASS

T

A

R

M

A

C

1

3

6

.

9

0

1

3

6

.

5

2

1

3

6

.

0

1

1

3

5

.

4

5

1

3

5

.

1

3

1

3

1

.9

1

1

3

2

.0

9

1

3

2

.2

4

1

3

2

.4

0

1

3

2

.5

4

1

3

2

.3

7

1

3

2

.2

4

1

3

2

.0

1

1

3

5

.

0

0

1

3

1

.

5

4

1

3

2

.

7

8

1

3

4

.

4

9

1

3

3

.

8

8

1

3

2

.

8

6

1

3

1

.

7

1

1

3

1

.

7

2

1

3

2

.

9

8

1

3

3

.

9

3

1

3

4

.

2

3

1

3

4

.

5

9

1

3

4

.

7

4

1

3

4

.

8

2

1

3

4

.

6

7

1

3

4

.

4

5

1

3

3

.

9

7

1

3

3

.

2

8

1

3

2

.

3

5

1

3

1

.

7

8

132.12

1

3

2

.

0

4

1

3

2

.

6

2

1

3

3

.

8

1

1

3

4

.

6

8

1

3

5

.

2

8

1

3

5

.

4

1

1

3

5

.

4

0

1

3

6

.

1

4

1

3

6

.

3

1

1

3

6

.

0

2

1

3

5

.

7

3

1

3

4

.

6

7

1

3

6

.

5

3

1

3

6

.

9

6

1

3

7

.

0

6

1

3

7

.

2

1

1

3

7

.

0

8

1

3

1

.

6

3

1

3

1

.

4

6

1

3

1

.

3

1

1

3

1

.

1

7

1

3

7

.

4

9

1

3

5

.

1

7

135.52

1

3

5

.

3

7

1

3

5

.

4

4

1

3

5

.

5

1

1

3

5

.

5

2

135.49

1

3

5

.

4

5

1

3

5

.

0

7

1

3

5

.

5

4

1

3

6

.

1

1

1

3

6

.

6

3

1

3

6

.

8

5

1

3

6

.

3

6

1

3

6

.

0

3

1

3

5

.8

8

1

3

5

.9

8

1

3

6

.

1

1

1

3

6

.

4

5

1

3

6

.

9

2

1

3

7

.

6

1

1

3

7

.

1

2

1

3

6

.

7

1

1

3

6

.

0

1

1

3

5

.

0

3

1

3

5

.

0

2

1

3

5

.

2

2

1

3

5

.

4

1

1

3

5

.

4

6

1

3

6

.

0

5

1

3

6

.

7

5

1

3

7

.

1

4

1

3

7

.

6

6

1

3

6

.

9

9

1

3

6

.

7

9

1

3

6

.

8

0

1

3

6

.

7

2

1

3

6

.

0

3

1

3

5

.

6

4

1

3

4

.

5

3

1

3

5

.

0

0

1

3

5

.

6

0

1

3

6

.

2

6

1

3

6

.

7

2

1

3

7

.

0

5

1

3

6

.

6

0

1

3

6

.

9

3

1

3

7

.

3

0

1

3

7

.

3

3

1

3

7

.

8

4

1

3

7

.

7

7

1

3

7

.

7

6

1

3

7

.

7

6

1

3

5

.

8

3

1

3

5

.

1

6

1

3

1

.

7

7

1

3

2

.

3

5

1

3

1

.

7

0

1

3

1

.

7

6

1

3

1

.

1

3

1

3

1

.

1

2

1

3

1

.

2

3

1

3

1

.

2

5

1

3

1

.

5

1

1

3

1

.

4

3

1

3

1

.

8

3

1

3

7

.

5

8

1

3

7

.

2

6

1

3

1

.

2

1

1

3

1

.

3

6

1

3

1

.

4

9

1

3

1

.

6

4

1

3

7

.

1

8

1

3

2

.

8

7

1

3

4

.

4

5

1

3

2

.

5

9

1

3

2

.

5

7

1

3

2

.

4

2

1

3

2

.

2

7

1

3

2

.

0

4

1

3

1

.

1

3

1

3

1

.

1

9

1

3

1

.

3

5

1

3

1

.

4

3

1

3

1

.

7

6

1

3

7

.

2

5

1

3

7

.

9

0

1

3

8

.

0

5

1

3

8

.

7

5

1

3

8

.

4

9

138.55

1

3

8

.

3

5

139.16

1

3

8

.

5

9

1

3

7

.

9

6

1

3

7

.

1

7

1

4

0

.

1

4

1

3

7

.

5

9

1

3

8

.

2

3

1

3

8

.

6

4

1

3

8

.

2

9

1

3

7

.

9

4

1

3

7

.

7

2

1

3

7

.

6

6

1

3

7

.

5

2

1

3

7

.

6

0

1

3

7

.

5

4

1

3

7

.

2

8

1

3

7

.

0

5

1

3

7

.

0

9

1

3

8

.

3

6

1

3

8

.

4

7

1

3

7

.

8

1

1

3

7

.

3

8

1

3

7

.

4

9

1

3

7

.

4

7

1

3

7

.

6

9

1

3

7

.

4

7

1

3

7

.

8

3

1

3

7

.

6

4

1

3

8

.

0

2

1

3

8

.

4

5

139.20

1

3

8

.7

8

139.31

1

3

9

.

2

3

1

3

9

.

2

6

1

3

9

.

4

6

1

3

9

.

6

0

1

3

9

.

6

7

1

3

9

.

8

5

1

3

9

.

9

1

1

3

9

.

9

9

1

3

9

.

9

9

1

3

9

.

4

1

1

3

9

.

3

1

1

3

9

.

0

7

1

3

9

.

0

9

1

3

9

.

4

1

1

3

9

.

4

9

1

4

0

.

0

3

1

3

9

.

9

3

1

3

9

.

7

8

1

3

9

.

4

5

1

3

9

.

3

5

1

3

9

.

3

2

1

3

9

.

3

7

1

3

9

.

1

2

1

3

9

.

1

9

1

3

9

.

1

5

1

4

0

.

2

8

1

4

0

.

0

5

1

3

9

.

7

8

1

3

9

.

5

5

1

3

9

.4

0

1

3

9

.3

9

139.43

1

4

2

.6

4

143.12

143.30

143.19

143.00

1

3

9

.

4

5

1

3

9

.

4

7

1

3

9

.

4

9

1

3

9

.

3

6

1

3

9

.

3

6

1

3

9

.

3

9

1

3

9

.

3

4

1

4

0

.

1

6

140.11

1

4

0

.

1

6

1

3

9

.

9

1

1

3

9

.

6

8

1

3

9

.

6

0

1

3

9

.

5

5

1

3

9

.

5

2

1

3

9

.

5

5

1

4

3

.

2

6

1

4

2

.

6

8

1

4

0

.

6

0

1

3

9

.

7

2

1

3

9

.

7

1

1

4

0

.

6

6

1

4

2

.

7

9

1

4

3

.

6

0

1

4

3

.

6

7

1

4

3

.

0

7

1

4

0

.

7

7

1

3

9

.

9

1

1

4

0

.

3

1

1

4

1

.

3

5

1

4

3

.

1

2

1

4

3

.

1

9

1

4

2

.

8

7

1

4

2

.

8

1

1

4

0

.

6

0

1

4

1

.

0

8

1

4

1

.

2

4

1

4

2

.

3

3

1

4

2

.

1

1

1

4

0

.

8

9

1

4

2

.

1

3

1

4

3

.

4

2

1

4

3

.

8

1

1

4

4

.

0

2

1

4

3

.

8

7

1

4

3

.

6

6

1

3

9

.

8

4

1

3

9

.

9

8

1

4

0

.

2

7

1

4

0

.

5

3

1

4

2

.

1

5

1

4

1

.

8

4

1

4

1

.

1

0

1

4

0

.

4

9

1

4

0

.

3

0

1

4

0

.

5

0

1

4

0

.

9

9

1

4

2

.

4

0

1

4

2

.

8

3

1

4

3

.

4

21

4

3

.

3

7

1

4

3

.

1

9

1

4

3

.

1

5

1

4

3

.

1

7

1

4

3

.

5

2

1

4

3

.

2

1

1

4

2

.

7

8

1

4

2

.

7

2

1

4

3

.

4

7

1

3

5

.

0

5

135.44

1

4

0

.

3

3

1

4

0

.

3

8

1

4

0

.

4

2

1

3

9

.

4

7

1

3

8

.

1

2

1

3

8

.

0

2

1

3

8

.

5

2

1

3

8

.

7

3

1

3

8

.

9

8

1

4

2

.7

2

143.22

143.38

143.30

143.14

1

4

0

.

3

0

1

4

0

.

0

4

1

3

9

.

6

1

1

3

9

.

5

1

1

3

9

.4

8

139.46

139.44

1

3

8

.

1

9

1

3

7

.

9

6

1

3

8

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0

1

3

9

.

9

9

1

3

9

.

9

6

1

4

0

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0

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1

4

2

.

0

7

1

4

0

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7

4

1

4

0

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4

7

139.36

139.36

1

3

9

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6

1

3

9

.

3

7

1

3

9

.

5

0

1

3

9

.

8

9

1

4

0

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1

6

S

O

4

CU

T LIN

EC

UT

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E

TIE

IN

TO

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XIS

TIN

G

CA

RR

IA

GE

WA

Y

CO

NT

IN

UE

D IN

S

HE

ET

2

ACCRINGTON ROAD

BURN

LEY R

OAD

BURNLEY CLOSE

GORSE STREET

4

0

0

.

0

0

0

5

0

0

.

0

0

0

6

0

0

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0

0

700.000

8

0

0

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0

0

9

1

7

4

0

2

8

2

4

0

2

3

8

2

2

6

2

1

4

2

0

2

2

0

0

G

L

O

U

C

E

S

T

E

R

R

O

A

D

134.2m

Works

B

U

R

N

L

E

Y

R

O

A

D

B

M

1

3

3

.

0

4

m

197a

1

7

3

a

(Leeds 69.25

(Liverpool 58

1

7

3

Mill

Warehouse

Works

Works

Mill

HOLE HOUSE

197

184

1

9

6

172

1

7

0

1

6

2

2

0

9

199

1

8

7

1

7

9

1

7

1

Allotment Gardens

PO

K

E

N

Y

O

N

S

T

R

E

E

T

El Sub Sta

El Sub Sta

MP

LB

136.0m

138.0m

139.7m

B

M

1

4

0

.4

9

m

GLO

UC

ES

TE

R R

OA

D

BURNLEY RO

AD

TH

OR

NLE

Y A

VE

NU

E

57

43

31

4

6

4

2

3

2

2

2

1

2

2

25

29

59

65

36

26

16

1

1

2

1

3

1

2

3

3

3

3

0

1

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1

Vicarage

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Ferrier

St Jude's Church

C

a

n

a

l

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l

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s

e

F

e

r

r

i

e

r

5

4

5

3

36

34

40

38

64

67

5

4

133.93m

BM

P

a

v

i

l

i

o

n

El

B

U

R

N

L

E

Y

S

T

R

E

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S

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H

E

R

S

T

R

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B

U

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L

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Y

C

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G

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K

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Y

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S

T

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H

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L

E

H

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S

E

S

T

R

E

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RO

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GLOUCESTER

RO

AD

W

O

R

C

E

S

T

E

R

R

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A

D

L

E

I

C

E

S

T

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RO

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D

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V

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N

R

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A

D

H

E

R

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F

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R

D

R

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A

D

B

R

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C

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S

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T

B

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D

I

D

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B

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Y

S

T

R

E

E

T

D

I

D

S

B

U

R

Y

S

T

R

E

E

T

136.6m

132.6m

134.6m

130.8m

130.1m

132.6m

135.3m

139.8m

141.5m

B

M

1

3

4

.

2

7

m

B

M

1

3

9

.

6

7

m

(Home for the Aged)

Burnside

Durbar Mill

Britannia Mill

Shelter

PH

Posts

Posts

Bowling Green

Bowling Green

Sub Sta

El

Presbytery

C

h

u

r

c

h

S

t

T

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130.8m

131.7m

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PL

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/

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FIRST ISSUE

COMMERCIAL IN CONFIDENCE

OPTION 1 PRIORITY OPTIONWITH SIGNALIZED JUNCTIONS GENERAL ARRANGEMENT

1:1000 DS

13/09/2017

FGLR-CAP-HGN-00-DR-C-0001 P01

P01 DS 13/09/2017FIRST ISSUE

Print

Date

:

© Capita Property and Infrastructure Ltd

Drawing Identifier BS1192 CompliantProject - Originator - Zone - Level - File Type - Role - Number revision

Capita Property and Infrastructure Ltd.www.capitaproperty.co.uk

Project

Client

Drawing

Scale @ A1 Drawn Checked Approved

Project No. Date

Purpose of Issue

Classification

S:\PROJECTS\CS092734 - Furthergate feasability study (FGLR)\03 Delivery\HGN HwayGeneral\03 Drawings\FGLR-CAP-HGN-00-DR-C-0001.dwg

Rev Description DateDrwn

Chk'd

App'd

CastleWay House, 17 Preston New Road, Blackburn, BB2 1AU01254 273000

Highways

19/09

/2017

14:25

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3

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.

9

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.

9

9

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9

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3

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0

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9

3

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3

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7

8

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3

9

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4

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9

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3

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3

9

.

3

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3

9

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3

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139.43

1

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143.30

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3

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140.11

1

4

0

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9

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8

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3

3

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3

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4

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143.22

143.38

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1

4

0

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3

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139.46

139.44

1

3

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1

9

1

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9

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2

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1

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0

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7

4

1

4

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4

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139.36

139.36

1

3

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6

1

3

9

.

3

7

1

3

9

.

5

0

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3

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.

8

9

1

4

0

.

1

6

S

O

4

CU

T LIN

EC

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LIN

E

TIE

IN

TO

E

XIS

TIN

G

CA

RR

IA

GE

WA

Y

CO

NT

IN

UE

D IN

S

HE

ET

2

NOTES:





ACCRINGTON ROAD

BURN

LEY R

OAD

BURNLEY CLOSE

GORSE STREET

4

0

0

.

0

0

0

5

0

0

.

0

0

0

6

0

0

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0

0

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8

0

0

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9

1

7

4

0

2

8

2

4

0

2

3

8

2

2

6

2

1

4

2

0

2

2

0

0

G

L

O

U

C

E

S

T

E

R

R

O

A

D

134.2m

Works

B

U

R

N

L

E

Y

R

O

A

D

B

M

1

3

3

.

0

4

m

197a

1

7

3

a

(Leeds 69.25

(Liverpool 58

1

7

3

Mill

Warehouse

Works

Works

Mill

HOLE HOUSE

197

184

1

9

6

172

1

7

0

1

6

2

2

0

9

199

1

8

7

1

7

9

1

7

1

Allotment Gardens

PO

K

E

N

Y

O

N

S

T

R

E

E

T

El Sub Sta

El Sub Sta

MP

LB

136.0m

138.0m

139.7m

B

M

1

4

0

.4

9

m

GLO

UC

ES

TE

R R

OA

D

BURNLEY RO

AD

TH

OR

NLE

Y A

VE

NU

E

57

43

31

4

6

4

2

3

2

2

2

1

2

2

25

29

59

65

36

26

16

1

1

2

1

3

1

2

3

3

3

3

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a

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e

r

r

i

e

r

5

4

5

3

36

34

40

38

64

67

5

4

133.93m

BM

P

a

v

i

l

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n

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B

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L

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D

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B

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Y

S

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E

T

136.6m

132.6m

134.6m

130.8m

130.1m

132.6m

135.3m

139.8m

141.5m

B

M

1

3

4

.

2

7

m

B

M

1

3

9

.

6

7

m

(Home for the Aged)

Burnside

Durbar Mill

Britannia Mill

Shelter

PH

Posts

Posts

Bowling Green

Bowling Green

Sub Sta

El

Presbytery

C

h

u

r

c

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s

a

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s

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9

1

1

0

1

1

1

3

1

2

5

1

3

5

1

3

9

1

5

3

1

6

7

14

2

6

38

5

0

1

2

4

1

3

4

1

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4

1

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4

1

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6

4

8

6

4

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9

5

9

47

3

7

3

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5

6

6

8

78

75

6

3

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2

1

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2

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3

8

2

7

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6

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47

4

5

3

5

39

8

4

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6

6

6

38

1

2

24

34

75

69

43

3

3

2

1

83

77

37

25

1

3

50

48

46

28

26

1

1

1

9

1

60

59

6

2

6

1

6

8

6

7

7

0

6

9

7

8

7

7

8

0

7

9

8

2

8

1

8

3

8

5

5

2

5

1

44

43

7

5

7

3

4

7

4

5

3

1

1

5

1

3

2

3

1

7

2

5

1

9

2

7

2

1

3

1

2

9

4

3

4

1

5

5

4

9

1

5

1

2

1

8

2

0

a

3

7

2

5

1

1

2

1

4

2

4

5

9

5

2

G

O

R

S

E

S

T

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E

T

Imperial Mill

El Sub Sta

R

i

v

e

r

B

l

a

k

e

w

a

t

e

r

1

2

3

126.6m

T

o

w

i

n

g

P

a

t

h

3

8

2

2

Liv

erp

ool C

anal

5

5

Works

B

U

R

N

L

E

Y

R

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A

D

A

C

C

R

I

N

G

T

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N

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A

D

PH

Sub Sta

El

B

U

R

N

L

E

Y

C

L

O

S

E

Posts

(PH)

Wellington

139.3m

130.8m

131.7m

S

T

R

E

E

T

G

O

R

S

E

Gorse Bridge

PL

BM 131.37m

Leeds and

Path

2

2

8a

4

6

3

6

2

4

1

4

4

5

t

o

1

7

1

5

4

4

4

2

3

2

3

0

1

8

t

o

2

8

1

6

1

4

4

2

S

O

1

SO2

SO3

S

O

4

S

O

5

SO6

S

O

7

SO8

MH CL

G

MH CL

WSV

G

G

G

WSV

MH CL

MH CL

MH CL

BT

MH CL

DR

W

ST

WST

WST

WST

W

ST

WST

D

R

G

G

PT

LP

LP

BT

F

H

WST

G

GST

FH

IC

LP

NP

G

LP

TIE

TP

MH CL

B

T

MH CL

NP

LP

BOL

BOL

BOL

CB

LP

BT

LP

PT

PT

TB

TB

G

PT

G

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G

G

EIC

G

BT

CB

G

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G

G

MH CL

W

ST

BS

BOL

BOL

BOL

G

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

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SP

PT

G

G

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LP

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LP

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G

LP

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TL

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LP

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G

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W

ST

WST

W

ST

W

ST

W

ST

WSTW

ST

W

ST

G

G

MH CL

WST

W

ST W

ST

LP

TP

LP

G

TIE

NP

NP

BT

G

LP

G

G

WST

W

ST

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MH CL

TL

TB

TB

IC

IC

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WST

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W

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G

IC

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WST

W

ST

WST

BT

W

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TL

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W

ST

G

TL

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CTV

NP

NP

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LP

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WST

W

ST

WST

W

ST

TL

NP

CB

CB

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WST

W

ST

LP

G

MH CL

MH CL

BOL

BOL

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G

F

H

W

ST

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WST

G

BT

G

LP

NP

G

G

G

LP

G

LP

G

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G

G

NP

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CB

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EIC

WM

EIC

EIC

EIC

EIC

EIC

EIC

EIC

EIC

EIC

EIC

EIC

EIC

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RS

CTV

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I

/

R

D

R

A

I

N

A

G

E

C

H

A

N

N

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L

TACTILE

PAVING

TACTILE

PAVING

PAVING

B

R

I

C

K

R

T

W

B

R

I

C

K

R

T

W

G1.5

G1.0

G1.2

G1.0

G1.4

C

H

/

L

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R

C

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L

C

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B

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K

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I

/

R

I

/

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I

/

R

I/R

G1.5

G1.5

G1.5

G1.2

G1.7

B

W

G1.5

G1.8

G1.0

G2.0

G1.0

G1.5 G1.3

G1.5

G1.2

G1.5

B

R

IC

K

W

A

L

L

B

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K

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A

L

L

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T

O

N

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L

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MG

MG

MG

M

G

M

G

M

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MG

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G0.5

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MG

M

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M

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B

W

I

/

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B

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G0.3

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C

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B

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K

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T

W

I

/

R

MG

G0.3

G0.3

MG

MG

G0.3

MG

G0.3

G1.2

G1.0

G1.0

G0.6

G0.6

G0.5

G0.5

M

G

MG

G0.6

G1.0

G0.5

G0.6

C

H

/

L

C

H

/

L

PAVING

G1.5

G1.0

G1.2

G1.2

G1.5

G1.3

G1.1

G1.0

G1.2

G0.9

G1.8

G1.0

G1.0

G1.2

G1.5

G0.3

M

G

G0.6

MG

MG

TARMAC

PAVING

CONC

BROKEN TARMAC/

GRAVEL

TARMAC

CONC

C

O

N

C

GRASS

TARMAC

GRASS

TARMAC

B

R

I

C

K

R

T

W

S

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P

C

O

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C

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A

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PAVING

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TARMAC

TARMAC

GRASS

TARMAC

I

/

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PAVING

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TARMAC

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D

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A

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CCTV

TARMAC

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EXISTING

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COMPUTERS

TARA'S

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TARMAC

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A

V

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/

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TARMAC

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C

O

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CONC

PAVING

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RASS

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PAVING

TARMAC

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I

/

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A

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M

A

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S

O

1

SO2

SO3

S

O

4

S

O

5

SO6

S

O

7

SO8

CU

T L

IN

EC

UT

L

IN

E

TIE

IN

TO

E

XIS

TIN

G

CA

RR

IA

GE

WA

Y




MAINTAINED





TESCOS CAR PARK AS

PART OF AGREEMENT


STREET ACCESS AND EXIT



PROPOSED EXIT FROM



ACCRINGTON ROAD

BURN

LEY R

OAD

BURNLEY CLOSE

BUS LANE

B

U

S

L

A

N

E

FIRST ISSUE


OPTION 2PRIORITY LAYOUTGENERAL ARRANGEMENT

1:1000 DS

13/09/2017



Print

Date

:




Project

Client

Drawing


Project No. Date

Purpose of Issue

Classification



Chk'd

App'd


Highways

19/09

/2017

14:18

:39 B

Y DA

NIEL

SUT

CLIF

FE



CS/092734

AutoCAD SHX Text

139.3m

AutoCAD SHX Text

TP

AutoCAD SHX Text

TIE

AutoCAD SHX Text

WM

AutoCAD SHX Text

20

AutoCAD SHX Text

GORSE STREET

AutoCAD SHX Text

BURNLEY ROAD

AutoCAD SHX Text

ACCRINGTON ROAD

AutoCAD SHX Text

BURNLEY CLOSE

AutoCAD SHX Text

139.3m

AutoCAD SHX Text

NP

AutoCAD SHX Text

TIE

AutoCAD SHX Text

TP

AutoCAD SHX Text

NP

AutoCAD SHX Text

BS

AutoCAD SHX Text

TL

AutoCAD SHX Text

WM

AutoCAD SHX Text

NP

AutoCAD SHX Text

TP

AutoCAD SHX Text

TIE

AutoCAD SHX Text

NP

AutoCAD SHX Text

NP

AutoCAD SHX Text

TL

AutoCAD SHX Text

CTV

AutoCAD SHX Text

TL

AutoCAD SHX Text

TL

AutoCAD SHX Text

CTV

AutoCAD SHX Text

NP

AutoCAD SHX Text

NP

AutoCAD SHX Text

TL

AutoCAD SHX Text

NP

AutoCAD SHX Text

NP

AutoCAD SHX Text

NP

AutoCAD SHX Text

CTV

AutoCAD SHX Text

WM

AutoCAD SHX Text

CTV

AutoCAD SHX Text

CTV

NOTES:





Works

Posts

(PH)

Wellington

139.3m

2

2

8a

1

4

S

O

4

MH CL

MH CL

W

ST

WST

BOL

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139.46

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2

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130.2

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IN

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L

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TIE

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CA

RR

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GE

WA

Y




MAINTAINED






GORSE STREET TO REMAIN

UNAFFECTED WITH NEW

JUNCTION FOR LINK ROAD

EXISTING ALIGNMENT TO REMAIN

ACCRINGTON ROAD

BURN

LEY R

OAD

BURNLEY CLOSE

GORSE STREET

ACCRINGTON ROAD

BURN

LEY R

OAD

BURNLEY CLOSE

GORSE STREET

B

U

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S

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B

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B

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NE

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NE

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EP

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ON

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B

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N

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B

U

S

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S

O

N

L

Y

600.000

FIRST ISSUE


OPTION 3 EXISTING GORSE STREET WITH NEW LINK ROAD GENERAL ARRANGEMENT

1:1000 DS

13/09/2017



Print

Date

:




Project

Client

Drawing


Project No. Date

Purpose of Issue

Classification



Chk'd

App'd


Highways

19/09

/2017

14:21

:33 B

Y DA

NIEL

SUT

CLIF

FE



CS/092734

NOTES:





Works

Posts

(PH)

Wellington

139.3m

2

2

8a

1

4

S

O

4

MH CL

MH CL

W

ST

WST

BOL

BOL

BOL

BOL

BOL

BOL

G

LP

LP

G

LP

W

ST

MH CL

G

LP

BOL

EIC

DR

IC

W

ST

WM

LP

BT

CB

NP

IC

G

W

ST

W

ST

WST

W

ST

WST

W

ST

W

STW

ST

W

ST

G

G

MH CL

TP

LP

G

TIE

F

H

EIC

EIC

WM

EIC

EIC

S

T

O

N

E

W

A

L

L

B

R

I

C

K

W

A

L

L

B

W

G1.5

G1.8

G1.0

G2.0

G1.0

G1.5 G1.3

G1.5

G1.2

G1.5

B

R

IC

K

W

A

L

L

B

R

IC

K

W

A

L

L

S

T

O

N

E

W

A

L

L

MG

MG

MG

MG

MG

M

G

G0.5

M

G

MG

MG

M

G

BROKEN TARMAC/

GRAVEL

TARMAC

CONC

C

O

N

C

GRASS

TARMAC

GRASS

TARMAC

B

R

I

C

K

R

T

W

C

O

N

C

T

A

R

M

A

C

PAVING

GRASS

TARMAC

GRASS

TARMAC

GRASS

T

A

R

M

A

C

B

R

IC

K

W

A

L

L

GRASS

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1

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9

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0

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7

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4

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7

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2

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5

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7

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8

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6

7

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4

5

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3

3

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9

7

1

3

3

.

2

8

1

3

2

.

3

5

1

3

1

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7

8

132.12

1

3

2

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0

4

1

3

2

.

6

2

1

3

3

.

8

1

1

3

4

.

6

8

1

3

5

.

2

8

1

3

5

.

4

1

1

3

5

.

4

0

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3

6

.

1

4

1

3

6

.

3

1

1

3

6

.

0

2

1

3

5

.

7

3

1

3

4

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6

7

1

3

6

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5

3

1

3

6

.

9

6

1

3

7

.

0

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3

7

.

2

1

1

3

7

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0

8

1

3

1

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6

3

1

3

1

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4

6

1

3

1

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3

1

1

3

1

.

1

7

1

3

7

.

4

9

1

3

5

.

1

7

135.52

1

3

5

.

3

7

1

3

5

.

4

4

1

3

5

.

5

1

1

3

5

.

5

2

135.49

1

3

5

.

4

5

1

3

5

.

0

7

1

3

5

.

5

4

1

3

6

.

1

1

1

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6

3

1

3

6

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8

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3

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8

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3

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7

0

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7

6

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1

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1

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1

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1

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1

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2

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1

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2

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1

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1

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5

1

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1

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4

3

1

3

1

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8

3

1

3

7

.

5

8

1

3

7

.

2

6

1

3

1

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2

1

1

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1

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3

6

1

3

1

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4

9

1

3

1

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6

4

1

3

7

.

1

8

1

3

2

.

8

7

1

3

4

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4

5

1

3

2

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5

9

1

3

2

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5

7

1

3

2

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4

2

1

3

2

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2

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1

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2

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0

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1

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1

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1

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1

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5

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9

138.55

1

3

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3

5

139.16

1

3

8

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5

9

1

3

7

.

9

6

1

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7

.

1

7

1

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0

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5

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6

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2

9

1

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4

1

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.

7

2

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7

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6

6

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5

2

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7

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6

0

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5

4

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7

.

2

8

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3

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.

0

5

1

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0

9

1

3

8

.

3

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1

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4

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1

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8

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3

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4

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139.20

1

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139.31

1

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2

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7

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139.3m

130.8m

131.7m

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PL

BM 131.37m

Leeds and

Path

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FIRST ISSUE


OPTION 4ALTERNATIVE ALIGNMENTTHROUGH TERRACED HOUSES GENERAL ARRANGEMENT

1:1000 DS

13/09/2017



Print

Date

:




Project

Client

Drawing


Project No. Date

Purpose of Issue

Classification



Chk'd

App'd


Highways

19/09

/2017

14:19

:59 B

Y DA

NIEL

SUT

CLIF

FE



CS/092734

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FIRST ISSUE


BRIDGE OPTION 1RED LION ROUNDABOUT GENERAL ARRANGEMENT

1:500 DS

13/09/2017

FGLR-CAP-SGN-00-DR-C-0001 P01


Print

Date

:




Project

Client

Drawing


Project No. Date

Purpose of Issue

Classification

S:\PROJECTS\CS092734 - Furthergate feasability study (FGLR)\03 Delivery\SGN StructGeneral\03 Drawings\FGLR-CAP-SGN-00-DR-C-0001.dwg


Chk'd

App'd


Highways

19/09

/2017

16:19

:48 B

Y DA

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SUT

CLIF

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CS/092734

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CS/092734

AutoCAD SHX Text

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CS/092734

Capita Property and Infrastructure Ltd

Capita Blackburn Business Centre

CastleWay House

17 Preston New Road

Blackburn

BB2 1AU

Tel +44 (0)1254 273000

Fax +44 (0)1254 273559 www.capita.co.uk

furthergate link road - lancashire enterprise partnership · 2019. 2. 18. · furthergate link road...

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