Portsmouth Air Quality Optimisation of Road Traffic

Portsmouth Air Quality Optimisation of Road Traffic Control Systems Corridor 1 VISSIM Model Assessment Report

December 2014

Portsmouth Corridor 1 Air Quality Management Area VISSIM Model Assessment Report

Notice

This document and its contents have been prepared and are intended solely for Portsmouth City Council’s (PCC) information and use in relation to the Portsmouth Air Quality Management Area improvement project.

Atkins assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents.

Document History

JOB NUMBER:

DOCUMENT REF:

Revision Purpose Description Originated Checked Reviewed Authorised Date

1 Draft LMVR RN RM RN MH 29/1/14

2 DM Assessment Results RM MH RM MH 27/6/14

3 DS1 Assessment Results RM MH RM MH 10/7/14

4 DS2 Assessment Results RM MH RM MH 18/7/14

5 Updated Results RM MH RM MH 31/7/14

6 Final with comments RM MH RM MH 17/9/14

7 Updated Results RM MH RM MH 26/09/14

8 AM Peak new flows EW MH EW MH 24/12/14


Table of contents

Chapter pages

1. Introduction 1

2. Data Collection 5

3. Model Development 7

4. Model Calibration and Validation 12

Validation 13

5. 2013 Existing Conditions Validation Results 16

AM Peak 16

PM Peak 22

Inter Peak 28

6. 2013 Proposed Assessment 35

Model Development 35

Do Minimum Scenario 35

Proposed Option 1 37

Proposed Option 2 38

7. 2013 Comparison Results 39

AM Peak 39

PM Peak 42

Inter Peak 46

8. Summary and Conclusions 50

Tables

Table 5.1 – 2013 AM Peak Summary of Junction Performance 18 Table 5.2 – 2013 AM Peak Summary of Travel Times (secs) 19 Table 5.3 – 2013 AM Peak Summary of Queue Lengths (m) 21 Table 5.4 – 2013 AM Peak Network Performance 22 Table 5.5 – 2013 PM Peak Summary of Junction Performance 24 Table 5.6 – 2013 PM Peak Summary of Travel Times (secs) 25 Table 5.7 – 2013 PM Peak Summary of Queue Lengths (m) 27 Table 5.8 – 2013 PM Peak Network Performance 28 Table 5.9 – 2013 Inter Peak Summary of Junction Performance 30 Table 5.10 – 2013 Inter Peak Summary of Travel Times (secs) 31 Table 5.11 – 2013 Inter Peak Summary of Queue Lengths (m) 33 Table 5.12 – 2013 Inter Peak Network Performance 34 Table 7.1 – 2013 AM Peak Junction Performance Comparison 39 Table 7.2 – 2013 AM Peak Travel Time Comparison (s) 41 Table 7.3 – 2013 AM Peak Network Performance Comparison 42 Table 7.4 – 2013 PM Peak Junction Performance Comparison 43 Table 7.5 – 2013 PM Peak Travel Time Comparison (s) 45 Table 7.6 – 2013 PM Peak Network Performance Comparison 46 Table 7.7 – 2013 Inter Peak Junction Performance Comparison 47 Table 7.8 – 2013 Inter Peak Travel Time Comparison (s) 48 Table 7.9 – 2013 Inter Peak Network Performance Comparison 49


Figures

Figure 1.1- Study Area 2 Figure 1.2- VISSIM Model Study Area 3 Figure 3.1- Princess Royal Way Signal Staging 8 Figure 3.2- Church Street Roundabout Signal Staging 9 Figure 3.3- Marketway Roundabout Signal Staging 9 Figure 3.4- Unicorn Road/Alfred Road Signal Staging 10 Figure 3.5- Queen Street/Alfred Road Signal Staging 10 Figure 3.6- Park Road /Anglesea Road Signal Staging 10 Figure 3.7- Winston Churchill Avenue/Anglesea Road Signal Staging 10 Figure 3.8- Cambridge Rd/A3 Signal Staging 11 Figure 4.1- HGV and Bus Acceleration Parameters 12 Figure 5.1 - AM Peak Cumulative Frequency of GEH Values 16 Figure 5.2 - AM Peak Linear Regression of Traffic Flows 16 Figure 5.3 – 0800-0900 Northbound Cumulative Travel Time Comparison 20 Figure 5.4 – 0800-0900 Southbound Cumulative Travel Time Comparison 20 Figure 5.5 - PM Peak Cumulative Frequency of GEH Values 23 Figure 5.6 - PM Peak Linear Regression of Traffic Flows 23 Figure 5.7 – 1700-1800 Northbound Cumulative Travel Time Comparison 26 Figure 5.8 – 1700-1800 Southbound Cumulative Travel Time Comparison 26 Figure 5.9 - Inter Peak Cumulative Frequency of GEH Values 29 Figure 5.10 - Inter Peak Linear Regression of Traffic Flows 29 Figure 5.11 – 1300-1400 Northbound Cumulative Travel Time Comparison 32 Figure 5.12 – 1300-1400 Southbound Cumulative Travel Time Comparison 32 Figure 6.1 – Rudmore Roundabout Network Changes 35 Figure 6.2 – Rudmore Roundabout Comparison of 2013 Traffic Flows (Oct and March) 37 Figure 6.3 – Holbrook Rd / Lake Rd Roundabout DS1 Layout 38 Figure 6.4 – Church Street Roundabout DS2 Layout 38 Figure 7.1 – Church Street Approach Queuing (07:47) 40 Figure 7.2 – Church Street Approach / Lake Road (W) Queuing (17:18) 44


Appendix

A. 2013 Balanced Traffic Flows 53

B. 2013 Existing AM Peak Model Output Results 54

C. 2013 Existing PM Peak Model Output Results 55

D. 2013 Existing Inter Peak Model Output Results 56

E. Rudmore Roundabout and Marketway Bus Lane Drawings 57

F. 2013 AM Peak Comparison Results 58

G. 2013 PM Peak Comparison Results 59

H. 2013 Inter Peak Comparison Results 60

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Portsmouth Corridor 1 Air Quality Management Area VISSIM Model LMVR

1. Introduction

1.1. Atkins has been commissioned by Portsmouth City Council (PCC) to develop five existing conditions micro-simulation models to assess various improvement schemes along key routes within Portsmouth City Centre and surrounding network, with a view to improving air quality within each of the study areas.

1.2. This report documents the calibration and validation of the Corridor 1 existing conditions model and assessment of proposed schemes developed using VISSIM, which is part of the PTV Vision Transport modelling suite. VISSIM is a microscopic traffic flow simulation model based on car following and lane change logic. VISSIM can analyse vehicular traffic including bus / tram, pedestrian and bicycle operations under constraints such as lane configuration, traffic composition, traffic signals, and bus/tram stops. VISSIM does not follow the conventional link / node modelling system, but utilises a link / connector system that enables complex geometry to be modelled. The link / connector system also permits different traffic controls (signal, give way or stop) to be utilised anywhere in the model. VISSIM is also capable of modelling vehicle actuation traffic control utilising the Vehicle Actuated Programming (VAP) module as well as MOVA using the PCMOVA module from TRL. Therefore, it is an appropriate tool for the evaluation of the combination of complex geometry and traffic controls (give way and traffic signal) operations that will be assessed within the study area.

1.3. The vehicle record outputs from the VISSIM model will be utilised by the AIRE emissions modelling assessment software to determine if the proposals are predicted to reduce emissions and improve the air quality within the study area.

1.4. Corridor 1 is located within the area of Portsmouth City Centre. Corridor 1 includes the motorway M275 which is the principal route for traffic entering and leaving Portsmouth. It further continues as the A3 into Portsmouth and together they form the main routes through Portsmouth City centre area. The A3 forms a key link road between the M275, A288 and A2030 as shown in Figure 1.1. This Study area includes three major roundabouts, one gyratory and four major signalised junctions. The area of assessment is shown in Figure 1.2 bounded by the blue line and includes all junctions from the Rudmore Roundabout in the north through to St Michael’s Gyratory in the south and Lake Road/A2030 roundabout to the east. In the middle of the network is the Mile End Road roundabout and the Marketway roundabout which has recently been converted from a roundabout to a signalised junction.

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Portsmouth Corridor 1 Air Quality Management Area VISSIM Model LMVR

Figure 1.1- Study Area

© OpenStreetMap contributors, CC-BY-SA

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Portsmouth Corridor 1 Air Quality Management Area VISSIM Model Assessment

Figure 1.2- VISSIM Model Study Area

1.5. A full data collection programme was commissioned in order to provide data for the model and included manual classified turning movement surveys at the key junctions throughout the study area and Automatic Number Plate Recognition (ANPR) cameras for journey time analysis.

1.6. All traffic signal controllers have been coded in Visual Vehicle Actuated Programming (VisVAP) using the signal specifications in order to replicate the average SCOOT green times, Cableless Linked Fixed time plans (CLF) or Vehicle Actuated (VA) control.

1.7. The models have been constructed to represent the morning peak period from 07:00 to 10:00, an Inter peak from 12:00 to 14:00 and an evening peak period from 16:00 to 19:00 each with a 30 minute seed period, prior to each peak to populate the network before analysis is undertaken.

© OpenStreetMap contributors, CC-BY-SA

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1.8. A site visit was undertaken on Tuesday 1st October 2013 during the AM, IP and PM peaks to observe traffic conditions along the network. Heavy congestion and long queues were observed on Church Street and Lake Road in the AM and PM peak, also, there was some congestion around Commercial Road Southbound approaching the Marketway roundabout and the A3 from Hope Street to Cascade’s approach roundabout, but this did dissipate relatively quickly.

1.9. During the Inter peak period, it was observed that traffic management was in place around the Mile End Road roundabout (Church Street Roundabout). This caused the offside lane on the Commercial Road northbound approach to be coned off, along with one lane on the circulatory. The Church Street approach was reduced to a single lane and the Hope Street Right turn approach was closed, so traffic wishing to make this movement was required to utilise the offside lane of the left turn.

1.10. Traffic management was also in place at the Rudmore Roundabout throughout all peaks, with lane closures and speed restrictions in force. No other issues were highlighted.

1.11. The remainder of the report is structured as follows:

Section 2 – Data Collection

Section 3 – Model Development

Section 4 – Model Calibration and Validation

Section 5 – 2013 Existing Validation Results

Section 6 – 2013 Do Minimum Scenario Comparison

Section 6 – Summary and Conclusions

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2. Data Collection

2.1. A data collection programme was undertaken by Traffic Survey Partners (TSP) on behalf of Arup throughout October 2013 but the main day of traffic surveys were undertaken on Tuesday 1st October 2013. The data collection is described below by category.

Turning Counts

2.2. Manual classified counts (MCC) (Car, Taxi, Light Goods Vehicles (LGV), Other Goods Vehicles (OGV1 and OGV2), Motorbike, Bus and Coach Classifications) were conducted between 07:00 in the morning to 19:00 in the evening. The MCC counts were carried out at the following junctions in the network area of Corridor 1 (listed north to south):

Rudmore Roundabout;

Princess Royal Way / Mile End Road junction;

Mile End Road/Church Street/Commercial Road/Hope Street roundabout;

Marketway / Commercial Road / Lake Road roundabout;

Queen Street/Alfred Road junction;

St. Michael’s Gyratory

2.3. The survey video files have also been received.

2.4. The MCC data collected on 21st March 2013 for an earlier Portsmouth model study were utilised to obtain turning proportions for the remaining junctions of:

Unicorn Road/Alfred Road junction

Park Road/Anglesea Road junction

Cascade’s Approach/Marketway roundabout

Flathouse Road junction

Holbrook Road/Lake Road roundabout

Wingfield Street/Church Street junction

A2030 roundabout

Automated Traffic Counts (ATC)

2.5. The ATC loops were placed in three locations (A397(S), A3 Northern Rd(N), A3 Southampton Rd(W)) and covered a period of 4 weeks from Monday 30th September to Sunday 27th October 2013 in order to avoid half term holidays.

Travel Times

2.6. Journey time surveys were conducted using the moving observer method on Tuesday 1st October 2013, between 07:00 to 10:00, 12:00 to 14:00 and 16:00 to 19:00. The surveyed route ran between the Rudmore Roundabout to the St. Michael’s Gyratory, via the A3 Commercial Road and comprised of 7 sections per run from stopline to stopline in both directions as detailed below:

Winston Churchill Avenue to Park Road junction;

Park Road junction to Queen Street junction;

Queen Street junction to Cascade’s Approach roundabout

Cascade’s Approach to Marketway roundabout

Marketway roundabout to Mile End Road roundabout

Mile End Road roundabout to Princess Royal Way

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Princess Royal Way to Rudmore Roundabout

2.7. The following number of runs were completed per peak:

AM Peak – 14 runs northbound and 15 runs southbound;

Inter Peak – 8 runs northbound and 9 runs southbound; and,

PM Peak – 13 runs northbound and 13 runs southbound.

Queue Lengths

2.8. Manual queue length surveys were collected for all approaches at each junction on Tuesday 1st October 2013 between 07:00 to 10:00, 12:00 to 14:00 and 16:00 to 19:00. The queue lengths were collated per lane with spot observations undertaken every 5 minutes. All observations were undertaken at the appropriate give way lines.

Pedestrians

2.9. The surveys were undertaken on Tuesday 1st October 2013 and counted the number of pedestrians crossing in each direction at signalised crossing at or adjacent to the surveyed junctions. At the Park Road eastbound and westbound pedestrian crossings there is no pedestrian survey data available, however, the site video suggests a large number of pedestrians cross at this location as there is an entrance to the Portsmouth University on the eastern side. In order to replicate the site conditions, a higher number of pedestrians is included at this location in the model. For the remainder of the crossings within the network where the data is unavailable, assumptions have been made, which range from 5 pedestrians per direction per 15 minute interval to 10 pedestrians per direction per 15 minute interval.

Bus Services

2.10. The network contains several bus stops so it was necessary to isolate the bus services running through the network from the traffic count data and code these separately to the main traffic counts in order to model the correct traffic conditions.

2.11. The main bus operator in Portsmouth is First Hampshire and Dorset with a few services operated by Stagecoach Coastline.

2.12. All timetables for the services which operate in the network during the weekday AM, Inter and PM peak periods were collated from the Travel Line internet site (http://traveline.info/). The routes of the individual services through the network were given the corresponding service numbers as their route number and given separate inbound and outbound routes.

2.13. In order to calculate when the bus service would appear in the network, the nearest stop on the edge of the network was selected for the start time of the service, or where this information was missing, the nearest stop outside of the network was adopted and the time taken by the bus between this stop and when it appeared in the network was calculated and added to the start time.

2.14. Once the bus times were calculated for each 15 minute interval, the buses were then entered into VISSIM separately using Public Transport inputs.

2.15. The dwell times for all bus stops within the network have been set to the default value of 20 seconds with a 2 second standard deviation. All buses have been coded to stop at every stop along their route, to provide a robust assessment.

Traffic Signal Data

2.16. The traffic signal specifications for all signalised junctions within the study area were provided by PCC. Where specifications were not available, observed timings for each junction were provided.

http://traveline.info/

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3. Model Development

3.1. The VISSIM model is comprised of five basic components:

Highway network (links and connectors);

Traffic control systems (signal, stop and give-way control);

Traffic inputs;

Vehicle type and compositions; and,

Vehicle routes.

3.2. VISSIM version v5.40-09 has been used to construct and run the model.

Balanced Turning Movements

3.3. Within VISSIM the traffic flows need to be balanced so the same amount of traffic enters and exits each junction within the network. The MCC data was utilised to produce a network of unbalanced turning movement flows in 15 minute intervals. The SATURN flows were then used to create turning proportions which were used to balance the remaining junctions back to the surveyed roundabouts in 15 minute intervals. The balanced traffic flows for the network are shown in Appendix A for the AM Peak, Inter Peak and PM Peak in hourly periods for all vehicles including the scheduled bus services.

3.4. A seed period of 30 minutes was utilised to populate each peak, however, traffic data for the 30 minute interval of 06:30-07:00 was not available therefore, the 07:00-07:15 flows were utilised and factored by 75% based upon observations from the survey video footage.

3.5. During the balancing stage, it was also noticed that there were inconstancies between the junctions/roundabouts as the few of the junctions/roundabouts had data from the earlier PCC model. Therefore, the flows were balanced using the proportion of flows observed earlier. In case of large number of U-turn traffic, the U-turn traffic was not included while balancing instead they are routed to the nearest exit to the survey location.

Highway Network

3.6. The base road network for the existing conditions VISSIM models was constructed for both peaks based upon an Ordinance Survey CAD background.

3.7. In order to facilitate realistic queuing and vehicle behaviour the main link type utilised on the dual carriageway sections was Urban Free Lane Selection (Motorised) and on the signal lane sections Urban Left-Side Rule (Motorised) utilised, both Wiedemann 74. .

Traffic Control System

3.8. Priority rules were placed at all give-way locations, with separate rules for lights and heavy vehicles to account for differing gap acceptance values at roundabouts.

Vehicles Types and Classes

3.9. VISSIM uses individual vehicle models that are grouped into vehicle types which are then grouped into vehicle classes. Vehicle classes for Car, Taxi, LGV, HGV, Bus and Motorcycle were used within the model. The car class was further split into small and large cars, HGV was further split into OGV1 and OGV2. All other vehicle classes contained a single vehicle type.

Vehicle Inputs and Composition

3.10. The balanced traffic flow networks for the AM and PM peak periods were used to determine the total vehicle inputs at all entries into the network in 15 minute intervals.

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3.11. The survey data was used to calculate the vehicle type compositions at the entry points to the network in 15 minute intervals.

3.12. The light vehicles in VISSIM were split into vehicle types of small cars and large cars in the assumed proportions of 75% and 25% respectively.

Vehicle Routes

3.13. The balanced traffic flow networks for the AM and PM peaks were used to determine the total vehicle routes throughout the network in 15 minute intervals.

Traffic Signal Data

3.14. The traffic signal specifications provided by PCC were interrogated in order to code in the most applicable signal control method at each junction. All junctions were coded in Vehicle Actuated Programming (VAP) using the VisVAP module of VISSIM regardless of the specific control method. Using VAP allows Vehicle Actuation (VA) to be replicated in the model using detector loops in VISSIM, provide demand dependant phases and stages to be introduced as well as the ability to apply different time plans mid-way through a simulation. In the case of the Portsmouth model, VisVAP has been used to change the programme times to match the master clock settings within the specifications. The coding for the main junctions within the study network are summarised below.

Princess Royal Way J24291

3.15. The junction has been coded to operate on vehicle actuation. The stage sequence is shown below in Figure 3.1. Each signal phase that runs within each stage is shown by a letter, where phases A and C represent the Mile End NB and Princess Royal Way movements respectively. The dotted arrows represent pedestrian phases. Princess Royal Way operates as a one-way street.

Figure 3.1- Princess Royal Way Signal Staging

Church Street Roundabout J24281

3.16. The junction has been coded to operate on UTC fixed time and runs with 2 streams as shown in the stage sequence provided in Figure 3.2. Stream 1 is the Hope Street approach and opposing circulatory, represented by phases B and A respectively. Stream 2 operates the Mile End Road approach (phase D), Church Street approach (phase I) and opposing circulatory. The crossing along the Church Street exit is also controlled within Stream 2 and is represented by phases F and G.

3.17. Within Stream 2, only stages 2 and 3 can be followed by 1 and are called on demand. Therefore, should there be no demand for crossing G, stage 3 will run instead. Stage 4 is prohibited under VA control.

3.18. AM and PM peak timings are as follows:

Stream 1 – Stage 1 35s, Stage 2 73s; and,

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Stream 2 – Stage 1 78s, Stage 2 or 3 24s.

3.19. The Inter peak times are as follows:

Stream 1 – stage 1 21s, stage 2 63s; and,

Stream 2 – stage 1 67s, stage 2 11s.

3.20. The Hope Street circulatory (stage 1) ends 4 second after the Church Street green (Phase I) for all peaks.

Figure 3.2- Church Street Roundabout Signal Staging

Marketway Roundabout J24231

3.21. The junction operates vehicle actuation, with the signal staging shown in Figure 3.3. Phase A represents Commercial Road NB and phase B represents the Marketway circulatory (south) movement.

Figure 3.3- Marketway Roundabout Signal Staging

Unicorn Road/Alfred Road J24271

3.22. This junction has been coded on a 4 stage operation and the staging sequence is provided in Figure 3.4. Phase A and Phase B represent Alfred Road northbound and southbound whilst Phases D, E, F and G represent the Unicorn Road movement.

3.23. In the PM peak stage 2 does not appear, therefore right turning traffic from the north (phase C) operates on give way during stage 1.

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Figure 3.4- Unicorn Road/Alfred Road Signal Staging

Queen Street J24221

3.24. This junction has been coded on a 3 stage operation and the staging sequence is provided in Figure 3.5. Phases A and B represent Alfred Road, phases E and F represent the southbound movement and phases C, D and G represent the Queen Street movement.

Figure 3.5- Queen Street/Alfred Road Signal Staging

Park Road J24241

3.25. This junction has been coded on a 3 stage operation and the staging sequence is provided in Figure 3.6. Phases A and C represent Anglesea Road while phase B represents the Park Road movement.

Figure 3.6- Park Road /Anglesea Road Signal Staging

Winston Churchill Avenue J24141

3.26. This junction has been coded on a 2 stage operation and the staging sequence is provided in Figure 3.7. Phases A and E represent Anglesea Road and Phase B represents the Winston Churchill Avenue movement.

Figure 3.7- Winston Churchill Avenue/Anglesea Road Signal Staging

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Cambridge Road J24121

3.27. This junction has been coded on a 2 stage operation and the staging sequence is provided in Figure 3.4. Phases A and C represent the A3 and Phase E represents the Cambridge Road movement.

Figure 3.8- Cambridge Rd/A3 Signal Staging

Model Output

3.28. Measures of effectiveness have been coded and output from VISSIM including the following:

General network performance statistics;

Junction analysis (including demand and supply volumes, average and maximum queue lengths);

Journey Times and,

Vehicle record (for use in AIRE).

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4. Model Calibration and Validation

Introduction

4.1. In order to confirm that the model is fit for the purpose of the evaluation of proposed improvement measures and to provide credibility to results it is necessary to calibrate and validate the model. The calibration process involves changing the network set up and behavioural characteristics to achieve a match between observed and modelled data.

4.2. Model validation assesses the accuracy of the model by comparing traffic data from the model with independent traffic data not used in the model building process. Validation is directly linked to the calibration process as adjustments in calibration are needed to improve the models ability to replicate field measured traffic conditions.

Parameters used to calibrate this model

4.3. The Corridor 1 model has largely been developed using default VISSIM parameters. However, during the process of calibration, some parameters were reviewed and adjusted to better fit observed driver behaviour. Key parameters and their calibration are summarised in the following paragraphs.

Vehicle Acceleration and Deceleration

4.4. Default values were assumed for rates of vehicle acceleration and deceleration, vehicle models and weight distributions.

4.5. However, the acceleration parameters for HGVs and Buses have been reviewed as part of the Air Quality scheme and altered to better reflect those quoted by Martin Fellandorff in his report titled ‘A Toolbox to Quantify Emission Reductions due to Signal Control’ dated 2010. Figure 4.1 shows the parameters used for HGVs and Buses.

Figure 4.1- HGV and Bus Acceleration Parameters

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Vehicle Following Behaviour and Link Types

4.6. The Urban Free Lane selection link type has been utilised on the entire network, although there are sections of the network where traffic has to merge over relatively short distances and vehicles were not reflecting the observed conditions of letting vehicles in or out of lanes. Therefore, an amended version of the Urban Free Lane (motorised) link type, Urban Free Lane (merge), was created for these sections only. This new link type was identical to the original link type, with the exception of the additive and multiplication parts of the car following model set to 1.0. The co-operative lane change parameters were also altered to 10mph maximum speed difference and collision time of 8s.

4.7. For the heavily congested section of the network (from the Mile end roundabout to Marketway and Church Street) another link type was created. This section of the network was observed to be very congested during the AM and PM peak periods and therefore, drivers naturally provided less space between vehicles. Therefore, the link type Urban Motorized (Aggressive) was created to try to replicate the driving conditions observed in this section of the network. This link type was identical to the Urban Left-Side Rule (motorized)link type with the exception of the additive and multiplication parts of the car following model set to 1.0, Advance Merging options enabled and diffusion time reduced to 60 sec.

Average Standstill Distance

4.8. The average standstill distance (between stationary vehicles) is set by default in VISSIM to 2.0 metres. This would appear to be excessive, and can affect the accuracy of queue length calculations as well as capacity in congested situations. This value has therefore been reduced to 1.5m for the two motorised link types and 1.0m for the Merge link type (based on observations of queuing traffic from the survey videos).

Links and Connectors

4.9. The default look back, lane change distances (200m) on turning connectors were increased to the appropriate length of the upstream links to match the advance road signs that traffic receives to enable it to move into the correct lanes in time, and from local knowledge of commuting traffic.

Priority Rules

4.10. It is standard practice to have all priority rules set close to default values unless site observations indicate differences.

Speed Distributions

4.11. Speed distributions define the speeds at which vehicles will travel if not hindered by other vehicles on the network. This will range from the lowest possible speed to the maximum speed for any particular speed limit.

4.12. Speed distribution limits in the VISSIM network have been set to the on-site speed limits of the study area, which is generally 30mph (25-35 mph) with the exception of the A3 Mile End Road and the M275 Flyover as a result of the traffic management in place which is 40mph (35-45 mph). The section of the M275 Motorway prior to the traffic management is set to 60mph (55-65mph).

4.13. Reduced speed areas have been placed at all turning connectors and on the circulatory of each of the roundabouts.

Validation

GEH Statistic

4.14. The Geoffrey E. Havers (GEH) statistic is a standard way of comparing observed and modelled flows as defined in the Design Manual for Roads and Bridges (DMRB) Volume 12, Chapter 4. It is used to remove the bias that exists when comparing flows of different magnitudes using percentages. For example, a difference of 10 in a flow of 100 vehicles per hour (VPH) is less significant (GEH = 3.0) than a difference of 100 in a 1000 VPH flow (GEH = 11.5), even though they both show a percentage difference of 10%.

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4.15. The GEH statistic is calculated as follows:

4.16. Where:

GEH………………..is the GEH statistic;

M……………………is the modelled flow; and

C……………………is the observed flow

4.17. The accuracy of the modelled flows can also be assessed by comparing observed and modelled flows on an x-y plot and performing a linear regression analysis to calculate R2, and the slope of

the regression line through the origin. Typically a value of R2 ≥ 0.95, and slope within the range

0.90 and 1.10 would imply that the modelled flows are a good fit within the observed flows. A slope exceeding unity implies that the model is over predicting flows, while a slope less that unity suggests that the model is under-predicting observed flows.

4.18. In summary the following set of acceptable ranges and limits have been used to assess model calibration based upon all turning movements within the study area:

GEH value: ≤ 5.0 in at least 85% of cases;

R2 value: greater than or equal to 0.95; and,

Slope of linear regression: within the range 0.90 to 1.10.

Travel Times

4.19. The observed travel times have been compared to the modelled travel times. All travel times have been weighted by the number of vehicles making the journey and have utilised an acceptance criteria of 95% with 5% confidence level or 15% of the average (which ever value was the highest/lowest). Both criteria for validation of travel times were utilised due to the low number of travel time runs conducted on site.

Queue Lengths

4.20. The surveyed queue length data has been compared to the modelled queue lengths for all peaks. The queue length data utilised an acceptance criteria of one standard deviation from the observed mean, however, it was not possible to fully calibrate the model to this data for several reasons.

4.21. Queue length validation is based upon a comparison of modelled and observed average queue lengths for each hour of the modelled period. The key issue is that VISSIM records queue lengths very differently to the traffic surveys. Observations are based on spot recordings taken every 5 minutes, therefore, totalling 12 an hour. At give way controlled roundabouts, queues are often rolling queues and therefore queue lengths are subjective and the enumerators may not have accurately captured the correct queue length, also visibility of the extent of the queuing may be hindered due to the geometry of the road network (bends or hills obstructing the view).

4.22. Within VISSIM, the queue lengths are recorded for every time step which is a rate of 10 recordings per second (or 36,000 per hour) and as a result the queue length is recorded throughout periods of free flow, which gives a much truer average, which is often lower than the average reported in the survey data.

4.23. In the absence of queue length validation, greater emphasis will be based on the journey time validation.

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Random Seeds

4.24. As VISSIM is a stochastic model the results differ slightly depending on the random seed assigned to each simulation run. Therefore, in order to obtain statistically significant results the existing conditions peak hour models were simulated 16 times with different random seeds. Random seeds can be thought of as different days and therefore account for daily variation. The results presented are an average of the 16 random seed runs.

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5. 2013 Existing Conditions Validation Results

AM Peak

GEH Statistic

5.1. The GEH statistic assessments have been conducted on all turning movements at all junctions in the modelled network. A cumulative frequency plot of the AM Peak GEH values are shown in Figure 5.1 below. The plot indicates that the model meets the first criteria in that 99% of cases are less than or equal to a GEH of 5.

Figure 5.1 - AM Peak Cumulative Frequency of GEH Values

The linear regression of the modelled total flows and observed total flows was also analysed. A high co-efficient correlation (R2) was achieved with the results shown in Figure 5.2. A value of R2 =1 implies a perfect match while R2 = 0 an imperfect match between the observed and modelled flows.

Figure 5.2 - AM Peak Linear Regression of Traffic Flows

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5.2. Regression of the AM peak observed versus modelled flows showed an R2 value of 0.996 and a slope of 0.9709 demonstrating that the model shows an excellent fit and meets the second and third validation criteria.

5.3. In summary the AM peak has met all of the GEH validation criteria and is considered to be calibrated extremely well to the surveyed traffic flows.

Junction Performance

5.4. A summary of the overall junction analysis results for the 2013 Existing AM peak period model is shown in Table 5.1 below. The table shows the summary performance at each junction within the network within each hour of the peak period. A full output by each turning movement is provided in Appendix B.

5.5. Table 5.1 provides information on modelled and observed flow differences, average and maximum queue lengths and average delays. The Level of Service (LOS) indicator has also been included in order to provide a quick reference to junction performance.

5.6. The LOS is an American concept derived from their Highway Capacity Manual (2000). It rates performance based upon delay thresholds on an A to F grading as follows:

LOS A – 0 to 10 seconds;

LOS B – 10 to 20 seconds (10 to 15 seconds for unsignalised);

LOS C – 20 to 35 seconds (15 to 25 seconds for unsignalised);

LOS D – 35 to 55 seconds (25 to 35 seconds for unsignalised);

LOS E – 55 to 80 seconds (35 to 50 seconds for unsignalised); and,

LOS F – Over 80 seconds (over 50 seconds for unsignalised).

5.7. Any junctions operating at LOS E or F are highlighted in light blue. A LOS E is considered to be close to capacity whilst a LOS F is considered to be over capacity.

18


Table 5.1 – 2013 AM Peak Summary of Junction Performance

5.8. Table 5.1 indicates that overall the network operates with a LOS of D, although during the last two hours of the AM peak the Holbrook Road/Church Street roundabout operates over capacity and the Church Street Roundabout (Mile End Road) operates at capacity.

Travel Times

5.9. A summary of the average weighted travel times for the 2013 AM peak existing conditions for all vehicles for each hour is shown in Table 5.2.

Node Description Model Count Mod-Cnt Max Avg Avg LOS

501 Rudmore Roundabout 7341 7660 -319 224 5 8.3 A

502 Mile End Roundabout 4370 4826 -456 232 38 39.9 D

503 Cascade's Approach 2763 3010 -247 142 1 5.5 A

504 Marketway Roundabout 2088 2234 -146 122 3 10.1 B

505 A2030 roundabout 785 818 -33 165 2 10.6 B

506 Holbrook Road Roundabout 1980 2096 -116 231 13 23.6 C

507 Unicorn Road 3016 3250 -234 221 14 26.9 C

508 Stanhope Road 455 478 -23 58 0 5.1 A

509 Queen Street 2484 2728 -244 225 8 20.3 C

510 St Michael's Gyratory 2020 2146 -126 221 4 15.8 C

511 Park Road 1909 2113 -204 190 11 15.2 B

512 Princess Royal Road 3561 3766 -205 227 14 19.7 B

32771 35125 -2354 232 8 18.0 C


502 Mile End Roundabout 5711 5927 -216 232 58 57.2 E

503 Cascade's Approach 3916 4089 -173 232 6 11.5 B

504 Marketway Roundabout 2985 3088 -103 229 13 27.6 D

505 A2030 roundabout 911 996 -85 231 4 14.3 B

506 Holbrook Road Roundabout 2224 2439 -215 236 91 161.2 F

507 Unicorn Road 3949 4087 -138 226 17 26.2 C

508 Stanhope Road 613 660 -47 76 0 5.1 A

509 Queen Street 3430 3574 -144 231 27 31.8 C

510 St Michael's Gyratory 2734 2813 -79 232 9 27.8 D

511 Park Road 2538 2699 -161 235 34 29.9 C

512 Princess Royal Road 3244 3282 -38 224 8 13.2 B

40450 41892 -1442 236 21 32.3 D

501 Rudmore Roundabout 5881 5644 237 219 3 7.3 A

502 Mile End Roundabout 4257 4120 137 232 46 65.3 E


504 Marketway Roundabout 2455 2420 35 226 5 16.6 C

505 A2030 roundabout 889 844 45 232 7 22.3 C

506 Holbrook Road Roundabout 2020 1905 115 236 47 91.0 F

507 Unicorn Road 2841 2837 4 223 8 19.6 B

508 Stanhope Road 639 634 5 73 0 5.2 A

509 Queen Street 2427 2394 33 234 13 22.7 C

510 St Michael's Gyratory 2104 2023 81 225 4 21.3 C

511 Park Road 1811 1790 21 231 10 15.1 B

512 Princess Royal Road 2186 1939 247 161 4 9.4 A

30378 29459 919 236 12 26.3 D

103599 106476 -2877 236 14 26.0 D0700-1000 Network Total

Q Length (m) Delay (sec)Volume

0700-0800 Network Total



19


Table 5.2 – 2013 AM Peak Summary of Travel Times (secs)

From To Direction

Weighted

Model

Average

Observed

AverageLower Upper Accept

Winston Churchill

AvenueAnglesea Road Northbound 39 40 34 46 P

Anglesea Road Queen Street (NB) Northbound 79 146 82 209 O

Queen Street (NB) Cascade's Approach Northbound 67 77 62 93 P

Cascade's Approach Marketw ay Roundabout Northbound 27 37 29 46 O

Marketw ay Roundabout Mile End Roundabout Northbound 65 85 32 138 P

Mile End Roundabout Princess Royal Road Northbound 31 32 25 40 P

Princess Royal Road Rudmore Roundabout Northbound 58 69 58 80 P

Rudmore Roundabout Princess Royal Road Southbound 39 41 35 47 P

Princess Royal Road Mile End Roundabout Southbound 20 26 10 42 P

Mile End Roundabout Marketw ay Roundabout Southbound 32 39 28 51 P

Marketw ay Roundabout Cascade's Approach Southbound 35 28 24 33 O

Cascade's Approach Queen Street(SB) Southbound 59 76 58 94 P

Queen Street(SB) Anglesea Road Southbound 50 39 33 45 O

Anglesea RoadWinston Churchill

AvenueSouthbound 15 15 11 20 P

71.4%

Winston Churchill




Cascade's Approach Marketw ay Roundabout Northbound 29 28 18 38 P

Marketw ay Roundabout Mile End Roundabout Northbound 81 62 34 90 P





Mile End Roundabout Marketw ay Roundabout Southbound 49 57 48 65 P

Marketw ay Roundabout Cascade's Approach Southbound 49 47 37 58 P

Cascade's Approach Queen Street(SB) Southbound 86 70 60 81 O

Queen Street(SB) Anglesea Road Southbound 71 76 64 87 P


AvenueSouthbound 18 10 8 11 O

78.6%

Winston Churchill




Cascade's Approach Marketw ay Roundabout Northbound 29 28 19 36 P

Marketw ay Roundabout Mile End Roundabout Northbound 72 49 29 70 O





Mile End Roundabout Marketw ay Roundabout Southbound 39 31 26 36 O

Marketw ay Roundabout Cascade's Approach Southbound 43 32 23 41 O

Cascade's Approach Queen Street(SB) Southbound 72 66 54 77 P




71.4%

73.8%

Description

Average Journey Times (secs) All Vehicles

Overall 0700-1000

Average Limits 95% or 15%

Overall 0700-0800

Overall 0800-0900

Overall 0900-1000

20


5.10. Table 5.2 shows that overall 74% of modelled travel times are within the lower and upper thresholds, with the northbound segment from Anglesea Road to Queen Street being consistently shorter than observed throughout the AM peak.

5.11. The cumulative travel times validate to 95% of the observed and the corresponding graphs comparing the modelled to the observed travel times, per direction for each hour, can be located in Appendix B, whilst the peak hour 0800-0900 graphs are shown in Figure 5.3 and Figure 5.4. The one segment that does not validate to the observed time is the Anglesea Road to Queen Street, which again is marginally lower in the last hour of the AM peak period.

Figure 5.3 – 0800-0900 Northbound Cumulative Travel Time Comparison

Figure 5.4 – 0800-0900 Southbound Cumulative Travel Time Comparison

0

100

200

300

400

500

600

Winston ChurchillAvenue

Anglesea Road Queen Street (NB) Cascade's Approach MarketwayRoundabout

Mile End Roundabout Princess Royal Road

Ave

rag

e T

rave

l T

ime

(se

c)

Location

0800-0900 Northbound Travel Time Comparison

Model Average

Observed Average

0

50

100

150

200

250

300

350

400

Rudmore Roundabout Princess Royal Road Mile End Roundabout Marketway Roundabout Cascade's Approach Queen Street(SB) Anglesea Road

Ave

rag

e T

rave

l T

ime

(se

c)

Location

0800-0900 Southbound Travel Time Comparison

Modelled Average

Observed Average

21


Queue Lengths

5.12. Table 5.3 shows the comparison of the modelled average and maximum queue lengths to the observed maximum and average queue length data.

Table 5.3 – 2013 AM Peak Summary of Queue Lengths (m)

Time Description Time Description

M275 SB 24 35 0 15 M275 SB 55 32 2 20

Tw yford Avenue(Ahead & Right) 115 100 7 51 Tw yford Avenue(Ahead & Right) 72 70 3 36

Tw yford Avenue (left) 0 10 0 5 Tw yford Avenue (left) 0 25 0 8

Kingston Crescent 74 70 15 60 Kingston Crescent 70 62 8 34

M275 NB (left) 14 70 0 60 M275 NB (left) 0 62 0 34

M275 NB (Ahead & Right) 58 50 6 28 M275 NB (Ahead & Right) 50 27 2 4

Wharf Road (Left) 0 60 0 22 Wharf Road (Left) 0 20 0 4

Wharf Road (Ahead & Right) 23 60 0 25 Wharf Road (Ahead & Right) 23 45 0 19

Kingston Crescent WB 32 115 0 85 Kingston Crescent WB 31 107 0 31

Car Park (Right) 0 10 0 6 Car Park (Right) 1 10 0 3

Car Park (Left) 0 0 0 0 Car Park (Left) 0 5 0 2

Kingston Crescent EB 0 10 0 1 Kingston Crescent EB 1 10 0 4

Car Park exit on A3 20 15 0 1 Car Park exit on A3 20 12 0 2

Mile End Road SB 139 95 27 74 Mile End Road SB 32 42 4 24

Mile End Road NB (Ahead) 182 120 23 91 Mile End Road NB (Ahead) 86 107 6 46

Mile End Road NB (Left) 45 77 2 42 Mile End Road NB (Left) 28 92 1 23

Princess Royal Road 46 37 4 17 Princess Royal Road 40 35 4 19


Church Street 227 55 144 49 Church Street 230 60 182 50

Commercial Road (NB) 42 115 3 41 Commercial Road (NB) 21 35 0 19

Hope Street (Left) 186 125 23 73 Hope Street (Left) 131 70 13 40

Hope Street (Ahead & Right) 7 50 0 28 Hope Street (Ahead & Right) 11 15 0 5

Commercial Road (SB) 89 50 2 21 Commercial Road (SB) 131 45 9 26

Cornmill Street 127 45 9 33 Cornmill Street 140 30 22 22


Marketw ay 34 30 1 10 Marketw ay 42 25 1 8

A3 SB 28 10 0 2 A3 SB 57 35 1 13

Winston Churchill Avenue 40 70 4 40 Winston Churchill Avenue 43 65 7 31

St Paul's Road 17 15 0 8 St Paul's Road 11 5 0 5

Hampshire Terrace 146 30 13 22 Hampshire Terrace 135 45 10 31

Cambridge Road 42 50 0 15 Cambridge Road 52 45 1 29

Alfred Road (SB) 59 72 2 47 Alfred Road (SB) 190 97 18 60

Bishop Crispian Way 48 45 6 7 Bishop Crispian Way 75 75 11 35

Alfred Road (NB) (Right) 149 240 16 143 Alfred Road (NB) (Right) 76 80 8 51

Alfred Road (NB) (Left) 42 5 1 0 Alfred Road (NB) (Left) 26 12 0 5

Queen Street (Left) 57 70 11 25 Queen Street (Left) 50 30 7 15

Queen Street (Ahead) 44 65 4 25 Queen Street (Ahead) 41 55 5 31

M275 SB 67 30 2 21

Tw yford Avenue(Ahead & Right) 111 100 8 66

Tw yford Avenue (left) 0 12 0 3

Kingston Crescent 75 70 18 53

M275 NB (left) 9 70 0 53

M275 NB (Ahead & Right) 65 45 6 23

Wharf Road (Left) 0 22 0 14

Wharf Road (Ahead & Right) 22 25 0 17

Kingston Crescent WB 47 160 1 115

Car Park (Right) 2 12 0 3

Car Park (Left) 0 5 0 1

Kingston Crescent EB 1 5 0 3

Car Park exit on A3 20 0 0 0

Mile End Road SB 80 67 12 41

Mile End Road NB (Ahead) 167 110 15 69

Mile End Road NB (Left) 21 60 1 26

Princess Royal Road 54 40 6 25


Church Street 230 60 222 51

Commercial Road (NB) 32 80 1 39

Hope Street (Left) 220 105 33 73

Hope Street (Ahead & Right) 10 35 0 21

Commercial Road (SB) 205 55 29 35

Cornmill Street 165 50 26 41


Marketw ay 38 30 1 11

A3 SB 52 40 1 11

Winston Churchill Avenue 65 97 10 75

St Paul's Road 28 15 1 8

Hampshire Terrace 156 40 28 30

Cambridge Road 94 80 3 40

Alfred Road (SB) 223 100 49 70

Bishop Crispian Way 81 60 9 27

Alfred Road (NB) (Right) 155 270 18 182

Alfred Road (NB) (Left) 6 10 0 3

Queen Street (Left) 68 75 14 35

Queen Street (Ahead) 52 75 7 30

Model

Max

Obs

Max

Model

Avg

Obs

Avg

Marketw ay

Roundabout

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

Rudmore

Roundabout

Approach

Rudmore

Roundabout

Rudmore

Roundabout

Car Park

Trafalgar

Gate

Church Street

Roundabout

Rudmore

Roundabout

Car Park

Trafalgar

Gate

Church Street

Roundabout 0900-1

000

Marketw ay

Roundabout

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

0700-0

800

0800-0

900

Rudmore

Roundabout

Rudmore

Roundabout

Car Park

Trafalgar

Gate

Church Street

Roundabout

Marketw ay

Roundabout

Obs

Avg

Model

Max

Obs

Max

Model

AvgApproach

22


5.13. Table 5.3 shows that the model maximum queue lengths are generally higher than the observed maximum queue lengths and the modelled average queues are lower than the observed average queues.

Network Performance

5.14. The average and standard deviation values for various network performance parameters of the AM peak are summarised in Table 5.4 below. The full output by random seed is provided in Appendix B.

Table 5.4 – 2013 AM Peak Network Performance

5.15. The network performance indicates that vehicles suffer an average delay of 1.47 minutes. The standard deviation of the 16 random seeds indicates that some variation in the results between seeds is evident.

5.16. Random seed number 50 is the closest to the average in terms of network delay and vehicle throughput.

PM Peak

GEH Statistic

5.17. The GEH statistic assessments have been conducted on all turning movements at all junctions in the modelled network. A cumulative frequency plot of the PM peak GEH values is shown in Figure 5.5 below. The plot indicates that the model meets the first criteria in that 100% of cases are less than or equal to a GEH of 5.

Std

Dev

Remaining Vehicles in Network 590 23

Processed Vehicles 37912 49

Total Distance Travelled (mi) 106680 208

Total Travel Time (h) 2642.1 40.5

Total Network Delay (h) 943.6 41.8

Average Travel Time (mins) 4.12 0.07

Average Delay Time (mins) 1.47 0.07

Total Stopped Delay (h) 467.3 21.7

Average Stopped Delay (s) 43.7 2.1

Number of Stops 76051.0 3704.1

Average Number of Stops 1.98 0.10

Average Network Speed (mph) 25.1 0.4

AverageMeasure

23


Figure 5.5 - PM Peak Cumulative Frequency of GEH Values

5.18. The linear regression of the modelled total flows and observed total flows was also analysed. A high co-efficient correlation (R2) was achieved with the results shown in Figure 5.6. A value of R2 =1 implies a perfect match while R2 = 0 an imperfect match between the observed and modelled flows.

Figure 5.6 - PM Peak Linear Regression of Traffic Flows

5.19. Regression of the PM peak observed versus modelled flows showed an R2 value of 0.9984 and a slope of 0.9728 demonstrating that the model shows an excellent fit and meets the second and third validation criteria.

5.20. In summary the PM peak has met all of the GEH validation criteria and is considered to be calibrated extremely well to the surveyed traffic flows.


5.21. A summary of the overall junction analysis results for the 2013 Existing PM peak period model is shown in Table 5.6 below. The table shows the summary performance at each junction within the network within each hour of the peak period. The full output by each turning movement is provided in Appendix C.


60

65

70

75

80

85

90

95

100

1 2 3 4 5

Cu

mu

lati

ve

Fre

qu

en

cy

(%

)


y = 0.9728x + 1.0154R² = 0.9984

0

500

1000

1500

2000

2500

3000

3500

0 500 1000 1500 2000 2500 3000 3500

Mo

de

lls

ed

(V

PH

)



24


Table 5.5 – 2013 PM Peak Summary of Junction Performance

5.23. Table 5.5 indicates that overall the network operates with a LOS of C. In first and middle hours of the PM peak, the Holbrook roundabout operates at and over capacity respectively. In the last hour, no issues have been highlighted, with all junctions operating well within capacity, although several individual movements at the Rudmore Roundabout and Mile End Roundabout operate at or over capacity.

Travel Times

5.24. A summary of the average weighted travel times for the 2013 PM peak existing conditions for all vehicles for each hour is shown in Table 5.6.


501 Rudmore Roundabout 8632 8814 -182 236 25 18.9 C

502 Mile End Roundabout 5520 5773 -253 236 26 35.4 D


504 Marketway Roundabout 2610 2745 -135 236 8 22.9 C

505 A2030 roundabout 1128 1156 -28 200 3 15.4 C

506 Holbrook Road Roundabout 2318 2379 -61 236 46 46.6 E

507 Unicorn Road 3983 4190 -207 229 16 25.4 C

508 Stanhope Road 717 747 -30 48 0 5.5 A

509 Queen Street 3206 3408 -202 225 13 22.9 C


511 Park Road 2344 2529 -185 225 18 20.8 C

512 Princess Royal Road 4195 4338 -143 236 51 41.8 D

41041 42792 -1751 236 16 25.3 D

501 Rudmore Roundabout 8494 8569 -75 236 36 28.6 D

502 Mile End Roundabout 5713 5838 -125 236 22 33.3 C

503 Cascade's Approach 4052 4225 -173 231 7 11.7 B

504 Marketway Roundabout 2975 3070 -95 232 11 26.4 D

505 A2030 roundabout 1118 1156 -38 232 8 27.2 D

506 Holbrook Road Roundabout 2288 2307 -19 236 48 51.1 F

507 Unicorn Road 4064 4189 -125 223 13 20.7 C

508 Stanhope Road 744 766 -22 68 0 4.8 A

509 Queen Street 3479 3581 -102 229 18 24.6 C

510 St Michael's Gyratory 2726 2712 14 187 6 29.2 D

511 Park Road 2594 2704 -110 228 23 22.6 C

512 Princess Royal Road 3501 3565 -64 229 21 21.8 C

41749 42682 -933 236 18 26.2 D

501 Rudmore Roundabout 6438 6266 172 232 10 16.1 C

502 Mile End Roundabout 4399 4418 -19 224 9 21.5 C


504 Marketway Roundabout 2519 2509 10 162 3 14.7 B

505 A2030 roundabout 891 898 -7 35 0 3.6 A

506 Holbrook Road Roundabout 1882 1880 2 224 8 15.8 C

507 Unicorn Road 2982 2998 -16 218 3 10.6 B

508 Stanhope Road 523 554 -31 47 0 3.8 A

509 Queen Street 2641 2672 -31 225 8 17.4 B

510 St Michael's Gyratory 2165 2162 3 119 3 20.7 C

511 Park Road 2020 2054 -34 225 10 13.5 B

512 Princess Royal Road 2090 2079 11 106 3 9.0 A

31514 31518 -4 232 5 14.7 B

114304 116993 -2689 236 13 22.7 C1600-1900 Network Total





25


Table 5.6 – 2013 PM Peak Summary of Travel Times (secs)

From To Direction

Weighted

Model

Average

Observed


Winston Churchill


Anglesea RoadQueen Street

(NB)Northbound 76 121 28 213 P

Queen Street (NB)Cascade's

ApproachNorthbound 72 104 70 137 P

Cascade's

Approach

Marketw ay

RoundaboutNorthbound 31 36 26 45 P

Marketw ay

Roundabout

Mile End


Mile End

Roundabout

Princess Royal

RoadNorthbound 39 66 34 97 P

Princess Royal

Road

Rudmore


Rudmore

Roundabout

Princess Royal

RoadSouthbound 41 42 36 48 P

Princess Royal

Road

Mile End

RoundaboutSouthbound 24 28 18 39 P

Mile End

Roundabout

Marketw ay


Marketw ay

Roundabout

Cascade's

ApproachSouthbound 41 39 28 51 P

Cascade's

Approach

Queen

Street(SB)Southbound 73 73 62 84 P



AvenueSouthbound 17 11 9 13 O

92.9%

Winston Churchill






Cascade's

Approach

Marketw ay


Marketw ay

Roundabout

Mile End

RoundaboutNorthbound 78 111 83 138 O

Mile End

Roundabout

Princess Royal


Princess Royal

Road

Rudmore


Rudmore

Roundabout

Princess Royal


Princess Royal

Road

Mile End


Mile End

Roundabout

Marketw ay


Marketw ay

Roundabout

Cascade's


Cascade's

Approach

Queen





92.9%

Winston Churchill






Cascade's

Approach

Marketw ay


Marketw ay

Roundabout

Mile End


Mile End

Roundabout

Princess Royal


Princess Royal

Road

Rudmore


Rudmore

Roundabout

Princess Royal


Princess Royal

Road

Mile End


Mile End

Roundabout

Marketw ay


Marketw ay

Roundabout

Cascade's


Cascade's

Approach

Queen





92.9%

92.9%Overall 1600-1900


Overall 1600-1700

Overall 1700-1800

Overall 1800-1900

Average Limits 95% or 15%Description

26


5.25. Table 5.6 shows that overall 93% of modelled travel times are within the lower and upper thresholds, with the northbound segments in the last hour being marginally higher and lower than observed.

5.26. The cumulative travel times validate to 100% of the observed and the corresponding graphs compare the modelled to the observed travel times, per direction for each hour, and are located in Appendix C, whilst the peak hour 1700-1800 graphs are shown in Figure 5.7 and Figure 5.8.



0

100

200

300

400

500

600

Winston Churchill

Avenue

Anglesea Road Queen Street (NB) Cascade's

Approach

Marketway

Roundabout

Mile End

Roundabout

Princess Royal

Road

Ave

rag

e T

arv

el T

ime

(se

c)

Location

1700-1800 Northound Travel Time Comparison

Modelled

Observed Average

0

50

100

150

200

250

300

350

400

450

Rudmore

Roundabout

Princess Royal

Road

Mile End

Roundabout

Marketway

Roundabout

Cascade's

Approach

Queen Street(SB) Anglesea Road

Ave

rage

Tra

vel

Tim

e (

sec)

Location


Modelled Average

Observed Average

27


Queue Lengths

5.27. Table 5.7 shows the comparison of the modelled average and maximum queue lengths to the observed maximum and average queue length data.

Table 5.7 – 2013 PM Peak Summary of Queue Lengths (m)

Time Description Time Description

M275 SB 219 65 110 41 M275 SB 190 90 45 49

Tw yford Avenue(Ahead & Right) 61 60 3 34 Tw yford Avenue(Ahead & Right) 69 65 3 35

Tw yford Avenue (left) 0 25 0 10 Tw yford Avenue (left) 0 15 0 6

Kingston Crescent 69 50 7 39 Kingston Crescent 63 60 4 30

M275 NB (left) 2 50 0 39 M275 NB (left) 0 60 0 30

M275 NB (Ahead & Right) 162 110 26 70 M275 NB (Ahead & Right) 81 40 5 25

Wharf Road (Left) 4 35 0 23 Wharf Road (Left) 0 17 0 7

Wharf Road (Ahead & Right) 50 37 4 31 Wharf Road (Ahead & Right) 22 20 0 14

Kingston Crescent WB 26 95 0 39 Kingston Crescent WB 10 80 0 9

Car Park (Right) 10 15 0 6 Car Park (Right) 13 10 0 5

Car Park (Left) 0 10 0 5 Car Park (Left) 0 5 0 4

Kingston Crescent EB 1 10 0 5 Kingston Crescent EB 0 10 0 4

Car Park exit on A3 20 5 0 0 Car Park exit on A3 20 5 0 0


Mile End Road NB (Ahead) 224 110 52 95 Mile End Road NB (Ahead) 80 65 6 40

Mile End Road NB (Left) 26 34 2 11 Mile End Road NB (Left) 16 15 0 3

Princess Royal Road 231 115 147 96 Princess Royal Road 59 35 6 22


Church Street 187 60 61 48 Church Street 100 80 20 51


Hope Street (Left) 226 145 96 106 Hope Street (Left) 140 80 14 51

Hope Street (Ahead & Right) 16 30 1 16 Hope Street (Ahead & Right) 25 15 1 10

Commercial Road (SB) 158 50 24 31 Commercial Road (SB) 115 82 7 30

Cornmill Street 76 45 5 31 Cornmill Street 47 50 2 25


Marketw ay 56 65 1 20 Marketw ay 24 10 0 5

A3 SB 64 40 1 24 A3 SB 56 65 1 24

Winston Churchill Avenue 55 95 10 61 Winston Churchill Avenue 47 45 9 30

St Paul's Road 18 10 0 6 St Paul's Road 14 10 0 5

Hampshire Terrace 81 50 6 33 Hampshire Terrace 51 40 2 26

Cambridge Road 88 50 3 33 Cambridge Road 48 35 1 20

Alfred Road (SB) 140 135 9 80 Alfred Road (SB) 135 150 6 60

Bishop Crispian Way 63 60 8 33 Bishop Crispian Way 45 50 7 32

Alfred Road (NB) (Right) 133 252 17 162 Alfred Road (NB) (Right) 79 70 8 52

Alfred Road (NB) (Left) 16 5 0 2 Alfred Road (NB) (Left) 15 10 0 2

Queen Street (Left) 88 105 17 62 Queen Street (Left) 49 70 7 23

Queen Street (Ahead) 75 45 8 30 Queen Street (Ahead) 39 65 2 28

M275 SB 225 80 138 58




M275 NB (left) 0 55 0 38

M275 NB (Ahead & Right) 214 100 65 75





















A3 SB 63 65 2 32





Alfred Road (SB) 200 160 20 117






St.Michael's

Gyratory

Queen's

Street/Alfred

Road

1600-1

700

1700-1

800

Rudmore

Roundabout

Rudmore

Roundabout Car

Park

Trafalgar Gate

Church Street

Roundabout

Marketw ay

Roundabout

Obs

Avg

Model

Max

Obs

Max

Model

AvgApproach

Rudmore

Roundabout

Rudmore

Roundabout Car

Park

Trafalgar Gate

Church Street

Roundabout

Rudmore

Roundabout Car

Park

Trafalgar Gate

Church Street

Roundabout 1800-1

900

Marketw ay

Roundabout

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

Marketw ay

Roundabout

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

Rudmore

Roundabout

Approach

Model

Max

Obs

Max

Model

Avg

Obs

Avg

28


5.28. Table 5.7 shows that the modelled maximum queue lengths are generally higher than the observed maximum queue lengths whilst the modelled average queues are generally lower than the observed.

Network Performance

5.29. The average and standard deviation values for various network performance parameters of the PM peak are summarised in Table 5.8 below. The full output by random seed is provided in Appendix C.

Table 5.8 – 2013 PM Peak Network Performance

5.30. The network performance indicates that vehicles suffer an average delay of 1.16 minutes. The standard deviation of the 16 random seeds indicates that some variation in the results between seeds is evident.


Inter Peak

GEH Statistic

5.32. The GEH statistic assessments have been conducted on all turning movements at all junctions in the modelled network. A cumulative frequency plot of the Inter peak GEH values is shown in Figure 5.9 below. The plot indicates that the model meets the first criteria in that 100% of cases are less than or equal to a GEH of 5.

Std

Measure Average Dev













29


Figure 5.9 - Inter Peak Cumulative Frequency of GEH Values

5.33. The linear regression of the modelled total flows and observed total flows was also analysed. A high co-efficient correlation (R2) was achieved with the results shown in Figure 5.10. A value of R2 =1 implies a perfect match while R2 = 0 an imperfect match between the observed and modelled flows.

Figure 5.10 - Inter Peak Linear Regression of Traffic Flows

5.34. Regression of the Inter peak observed versus modelled flows showed an R2 value of 0.9982 and a slope of 0.9682 demonstrating that the model shows an excellent fit and meets the second and third validation criteria.

5.35. In summary the Inter peak has met all of the GEH validation criteria and is considered to be calibrated extremely well to the surveyed traffic flows.


5.36. A summary of the overall junction analysis results for the 2013 Existing Inter peak period model is shown in Table 5.9 below. The table shows the summary performance at each junction within the network within each hour of the peak period. A full output by each turning movement is provided in Appendix D.


60

65

70

75

80

85

90

95

100

1 2 3 4 5

Cu

mu

lati

ve

Fre

qu

en

cy

(%

)


y = 0.9682x + 1.1518R² = 0.9982

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500

Mo

de

lls

ed

(V

PH

)



30


Table 5.9 – 2013 Inter Peak Summary of Junction Performance



502 Mile End Roundabout 3773 3909 -136 105 5 16.8 B



505 A2030 roundabout 871 872 -1 70 1 5.0 A

506 Holbrook Road Roundabout 1613 1635 -22 189 5 13.6 B

507 Unicorn Road 3112 3160 -48 229 19 31.3 C

508 Stanhope Road 522 520 2 47 0 5.4 A

509 Queen Street 2273 2327 -54 192 8 19.3 B


511 Park Road 1571 1626 -55 157 7 13.1 B

512 Princess Royal Road 2112 2218 -106 84 4 9.3 A

28028 28753 -725 231 4 14.6 B


502 Mile End Roundabout 3726 3856 -130 162 5 16.9 B



505 A2030 roundabout 912 925 -13 40 1 3.9 A

506 Holbrook Road Roundabout 1807 1821 -14 232 17 24.2 C

507 Unicorn Road 2971 3018 -47 181 9 21.5 C

508 Stanhope Road 536 545 -9 45 0 5.3 A

509 Queen Street 2324 2393 -69 148 7 17.9 B


511 Park Road 1683 1734 -51 151 8 13.5 B

512 Princess Royal Road 2148 2241 -93 114 3 9.0 A

28215 28957 -742 232 4 13.5 B

56243 57709 -1466 232 4 14.1 B1200-1400 Network Total




5.38. Table 5.9 indicates that overall the network operates with a LOS of B with no significant congestion or delay observed at any of the junctions within the study area. However, several individual turning movements operate at or over capacity as shown in Appendix D.

Travel Times

5.39. A summary of the average weighted travel times for the 2013 Inter peak existing conditions for all vehicles for each hour is shown in Table 5.10.

31


Table 5.10 – 2013 Inter Peak Summary of Travel Times (secs)

5.40. Table 5.10 shows that overall 89% of modelled travel times are within the lower and upper thresholds. In both hours of the Inter peak the modelled northbound segment between the Marketway roundabout and Church Street roundabout is much lower than the observed time, but it was noticed that traffic management was in place during the Inter peak which resulted in the northbound approach being reduced to 2 lanes with the offside lane coned off.

5.41. As a result of the traffic management being in place, the cumulative travel times validate to 79% of the observed and the corresponding graphs comparing the modelled to the observed travel times, per direction for each hour, can be located in Appendix D, whilst the peak hour 1300-1400 graphs are shown in Figures 5.11 and 5.12.

From To Direction

Weighted

Model

Average

Observed


Winston Churchill


Anglesea Road Queen Street (NB) Northbound 68 59 28 89 P



Cascade's

Approach

Marketw ay


Marketw ay

Roundabout

Church Street


Church Street

Roundabout

Princess Royal


Princess Royal RoadRudmore


Rudmore

Roundabout

Princess Royal


Princess Royal RoadChurch Street


Church Street

Roundabout

Marketw ay

RoundaboutSouthbound 37 30 26 35 O

Marketw ay

Roundabout

Cascade's


Cascade's

ApproachQueen Street(SB) Southbound 72 65 43 86 P




85.7%

Winston Churchill


Anglesea Road Queen Street (NB) Northbound 69 69 29 108 P



Cascade's

Approach

Marketw ay


Marketw ay

Roundabout

Church Street


Church Street

Roundabout

Princess Royal




Rudmore

Roundabout

Princess Royal




Church Street

Roundabout

Marketw ay


Marketw ay

Roundabout

Cascade's


Cascade's

ApproachQueen Street(SB) Southbound 60 74 58 89 P




92.9%

89.3%Overall 1200-1400

Description


Overall 1200-1300

Overall 1300-1400


32




Queue Lengths

5.42. Table 5.11 shows the comparison of the modelled average and maximum queue lengths to the observed queue length data.

0

100

200

300

400

500

600

700


Anglesea Road Queen Street (NB) Cascade'sApproach

MarketwayRoundabout

Church StreetRoundabout

Princess RoyalRoad

Ave

rag

e T

rave

l T

ime

(se

c)

Location


Modelled

Observed Average

0

50

100

150

200

250

300

RudmoreRoundabout

Princess RoyalRoad


MarketwayRoundabout

Cascade'sApproach


Ave

rag

e T

rave

l T

ime

(se

c)

Location


Modelled Average

Observed Average

33


Table 5.11 – 2013 Inter Peak Summary of Queue Lengths (m)

5.43. The modelled maximum queues are generally higher than the observed queues, whilst the modelled average queues are much lower than the observed.

Network Performance

5.44. The average and standard deviation values for various network performance parameters of the Inter peak are summarised in Table 5.12 below. The full output by random seed is provided in Appendix D.

Time Description

M275 SB 65 50 4 37




M275 NB (left) 0 65 0 43

M275 NB (Ahead & Right) 74 0 4 0





















A3 SB 50 22 1 5











M275 SB 60 40 3 35




M275 NB (left) 0 50 0 39

M275 NB (Ahead & Right) 60 0 3 0





















A3 SB 45 32 0 12











St.Michael's

Gyratory

Queen's

Street/Alfred

Road

1200-1

300

1300-1

400

Rudmore

Roundabout Car

Park

Marketw ay

Roundabout

Marketw ay

Roundabout

St.Michael's

Gyratory

Queen's

Street/Alfred

Road

Rudmore

Roundabout

Church Street

Roundabout

Trafalgar Gate

Church Street

Roundabout

Rudmore

Roundabout

Rudmore

Roundabout Car

Park

Trafalgar Gate

Obs

Avg

Model

Max

Obs

Max

Model

AvgApproach

34


Table 5.12 – 2013 Inter Peak Network Performance

5.45. The network performance indicates that vehicles suffer an average delay of 39 seconds. The standard deviation of the 16 random seeds indicates that some variation in the results between seeds is evident.


Validation Summary

5.47. The VISSIM models are now deemed to have been calibrated and validated to within acceptable levels and are therefore, fit for purpose and can be used as an evaluation tool for potential improvement schemes within the study area to improve air quality.

Std

Measure Average Dev













35


6. 2013 Proposed Assessment

Model Development 6.1. Three proposed scenarios have been developed and are described in more detail in the following

section. The existing conditions base models have been utilised and updated with the changes for each of the proposals accordingly.

Do Minimum Scenario 6.2. The ‘Do Minimum’ (DM) scenario comprises of network changes which have been implemented

on site (since the original traffic surveys and base model development).

Rudmore Roundabout

6.3. The Roundabout situated to the north of the network, has recently been converted to operate under signalled control from give way control. All approaches and their opposing circulatory have been signalised with the exception of the A2047 Kingston Road approach and circulatory, which remains on give way control.

6.4. The lane allocations have also been updated along with the implementation of a bus lane and bus gate along the southbound off slip nearside lane.

6.5. There are two controllers and each controller incorporates two streams. Controller 1 is for the SB Off-Slip / A3 Stamshaw Road with stream 2 operating the bus gate. Controller 2 stream 1 operates the NB slip and stream 2 controls Wharf Road approach. On site the junction operates on MOVA, but due to the absence of the MOVA dataset, the junction in VISSIM has been modelled to run on the CLF timings for each peak as detailed in the specifications.

6.6. Figure 6.1 provides a visual representation of the key changes made to this junction, whilst the drawings are located in Appendix E.

Figure 6.1 – Rudmore Roundabout Network Changes

Mile End Road / Church Street Roundabout / Marketway Roundabout

6.7. The current bus lane along Mile End Road southbound is to be extended through to the Marketway Roundabout with the following key changes implemented to accommodate this change:

The southbound on slip from Rudmore Roundabout merges with the nearside lane of the M275 flyover traffic and reduces back to two lanes downstream of the Princess Royal junction (rather than the slip road traffic continuing as a lane gain);

36


The end of the bus lane along Mile End Road is located 60m back upstream from the stop line; although buses will still utilise the nearside lane through the Church Street Roundabout;

The nearside lane through the roundabout is to be a bus lane, which continues through the full length of Commercial Road, through the Marketway Roundabout and along Marketway westbound to join up with the existing bus lane;

The offside lane along Mile End Road towards the Church Street Roundabout is for U-turns only, leaving lanes 2 and 3 for ahead traffic;

The signal timings in the AM and PM peak have been altered for stream 2 only. Stage 1 runs for 82s and stage 2 runs for 20s.

6.8. The drawings for the changes are provided in Appendix E.

St Michael’s Gyratory

6.9. The Anglesea Road approach and opposing circulatory is to be signalised along with introducing pedestrian facilities.

6.10. Atkins has previously undertaken a LinSig assessment of this junction and therefore, the timings from the LinSig have been included in the VISSIM model and coded on VA control with the LinSig fixed times coded as the phase maximum times. However, in all peaks, the circulatory maximum time has been increased as traffic was being held up at the circulatory and occasionally would block back to Cambridge Road and Hampshire Terrace.

6.11. The Cambridge Road triple pedestrian crossings are to run in isolation when there is demand at each individual crossing. Currently when one crossing is called, all three are called together stopping all traffic. These alterations are due to be installed during the Summer 2014.

Traffic Management

6.12. As stated in 1.10 traffic management was also in place at the Rudmore Roundabout throughout all peaks, with lane closures and speed restrictions in force as follows:

A3 approach reduced to 2 lanes;

Kingston Crescent approach reduced to 2 lanes;

East side circulatory reduced to 2 lanes;

South side circulatory reduced to a single lane;

A3 NB off-slip offside lane (for u-turns) coned off; and,

Slip road from Wharf Road to M275 closed.

6.13. An earlier traffic count was undertaken at the Rudmore Roundabout in March 2013. A comparison of the traffic flows showed little difference in the PM and Inter peaks, however, the AM peak comparison showed some significant differences as shown in Figure 6.2. The black figures represent the March 2013 flows, the blue figures represent the October 2013 flows and the red figures are the differences (March – Oct). The bold red is the sum of the differences on each arm.

6.14. Figure 6.2 shows that the main differences are on the M275 southbound off-slip and the London Road approaches where the March flows are much larger than the October flows. This results in 220 less trips downstream in the southbound direction from the roundabout.

6.15. Given the large discrepancy in the AM peak flows the proposed scenarios have utilised revised flows in the AM peak. The March 2013 traffic flows have been used directly at the Rudmore roundabout and Church Street roundabout and then the resulting differences downstream have been balanced through in the proportion of the existing October 2013 turning movement.

37


Figure 6.2 – Rudmore Roundabout Comparison of 2013 Traffic Flows (Oct and March)

Proposed Option 1 6.16. The Holbrook / Lake Road roundabout is a single lane entry roundabout on all approaches, with

the exception of the Holbrook Road approach, which has a designated left turn lane. It would appear that this roundabout was originally a 2 lane circulatory, which has been hatched down to single lanes, in order to provide room for cycle lanes.

6.17. The existing conditions models highlighted capacity issues in the AM and PM peaks along the Church Street and Lake Road (E) approaches. Therefore, proposed changes have been considered accordingly and assessed as the Do Something 1 (DS1) scenario. The Do Minimum model was utilised and updated with the following changes to this junction and are shown in Figure 6.3:

40m flare introduced along Church Street for left turns only – creating more capacity at the approach for ahead and right turns. This would involve using up some of the kerb space, but aerial photos reveal there appears to be sufficient space for this (but subject to statutory undertaker checks); and,

35m flare introduced along Lake Road (E) for left turns only, utilising the existing hatched out space.

38


Figure 6.3 – Holbrook Rd / Lake Rd Roundabout DS1 Layout

Proposed Option 2 6.18. This scenario changes the layout at the Church Street Roundabout to allow 3 lanes from the

merge with the Rudmore Roundabout and incorporates a bus gate upstream of the Mile End Road approach signals to give buses priority and merge them back into the general traffic stream.

6.19. The Do Minimum model was utilised and updated with the changes which are shown in Figure 6.4:

Figure 6.4 – Church Street Roundabout DS2 Layout

39


7. 2013 Comparison Results

AM Peak


7.1. The 2013 AM peak existing conditions results for junction performance have been compared to the 2013 DM, DS1 and DS2 results in terms of average queue lengths (m) average delay (s) and LOS and are shown in Table 7.1 for each peak hour. The full output by turning movement for all measures and junctions in the network is detailed in Appendix F. The light blue shaded cells represent the optimum performer.

Table 7.1 – 2013 AM Peak Junction Performance Comparison

7.2. Table 7.1 indicates that overall each proposed scenario increases delays and average queues in the AM peak period, although all scenarios are still predicted to operate within capacity for the overall network.

7.3. The Rudmore Roundabout delays are predicted to increase in all scenarios, which could be expected when introducing traffic signals, although the junction is still predicted to operate within capacity throughout the AM peak. The Mile End Road Roundabout (Church Street Roundabout) is predicted to operate at capacity in the middle and final hours, with longer delays in each scenario as a result of altering the lane allocation, signal times and introducing the Bus Lane.

Node Description Base DM DS1 DS2 Base DM DS1 DS2 Base DM DS1 DS2

501 Rudmore Roundabout 5.0 20.6 20.8 20.8 8.3 22.0 22.3 22.3 A C C C

502 Mile End Roundabout 37.8 48.1 48.1 48.1 39.9 48.6 47.3 49.0 D D D D

503 Cascade's Approach 0.8 1.0 0.8 0.8 5.5 6.2 5.2 5.2 A A A A

504 Marketw ay Roundabout 3.0 3.7 3.9 3.9 10.1 12.2 11.7 11.8 B B B B

505 A2030 roundabout 1.6 1.3 1.5 1.6 10.6 10.0 10.7 10.9 B B B B

506 Holbrook Road Roundabout 12.7 30.9 24.1 31.0 23.6 70.6 69.9 69.9 C F F F

507 Unicorn Road 13.7 15.9 15.3 14.9 26.9 28.6 27.7 27.5 C C C C

508 Stanhope Road 0.1 0.1 0.1 0.1 5.1 4.8 4.9 4.8 A A A A

509 Queen Street 7.6 8.3 8.2 8.2 20.3 21.6 21.5 21.4 C C C C

510 St Michael's Gyratory 4.1 10.2 10.1 10.8 15.8 23.9 23.5 24.2 C C C C

511 Park Road 11.4 12.7 12.8 12.8 15.2 15.3 15.2 15.5 B B B B

512 Princess Royal Road 14.0 13.7 13.9 14.0 19.7 19.6 19.8 20.1 B B B C

8.1 14.7 14.1 14.8 18.0 25.7 25.4 25.7 C C C C

501 Rudmore Roundabout 6.0 33.1 33.1 32.8 8.7 37.7 38.9 36.0 A D D D

502 Mile End Roundabout 58.0 76.1 75.6 73.0 57.2 78.1 79.1 77.5 E E E E

503 Cascade's Approach 6.3 7.5 7.5 7.1 11.5 12.4 11.5 11.1 B B B B

504 Marketw ay Roundabout 13.1 21.7 21.2 19.1 27.6 33.1 31.0 30.5 D D D D

505 A2030 roundabout 4.5 14.5 14.5 9.7 14.3 40.1 43.4 30.7 B E E D

506 Holbrook Road Roundabout 90.9 104.2 55.2 105.3 161.2 215.2 166.1 216.9 F F F F




510 St Michael's Gyratory 9.5 33.8 36.8 36.9 27.8 59.4 61.2 62.2 D E E E

511 Park Road 33.5 31.7 32.9 31.9 29.9 26.8 27.8 26.1 C C C C

512 Princess Royal Road 8.3 7.4 7.6 7.5 13.2 13.1 13.4 12.7 B B B B

21.3 35.1 31.1 35.1 32.3 46.7 44.8 45.9 D D D D

501 Rudmore Roundabout 2.9 14.7 13.6 13.2 7.3 23.0 23.3 21.9 A C C C

502 Mile End Roundabout 45.7 58.6 57.0 60.0 65.3 74.1 71.7 74.9 E E E E

503 Cascade's Approach 3.2 3.7 5.4 4.6 9.0 10.4 10.7 10.4 A B B B

504 Marketw ay Roundabout 5.4 12.1 13.1 10.8 16.6 24.2 25.4 23.9 C C D C

505 A2030 roundabout 6.7 22.5 23.3 14.1 22.3 59.0 57.5 39.2 C F F E

506 Holbrook Road Roundabout 46.7 92.8 56.6 92.4 91.0 186.0 159.8 182.8 F F F F

507 Unicorn Road 7.9 9.5 10.8 9.8 19.6 21.5 22.7 21.9 B C C C



510 St Michael's Gyratory 4.3 13.6 13.5 14.7 21.3 42.0 42.0 45.6 C D D D

511 Park Road 10.0 11.6 11.6 11.8 15.1 15.9 16.1 16.4 B B B B

512 Princess Royal Road 3.8 3.6 3.6 3.7 9.4 9.3 9.6 9.6 A A A A

11.9 22.9 19.4 22.4 26.3 40.2 38.4 39.7 D D D D

13.8 24.2 21.5 24.1 26.0 38.1 36.8 37.6 D D D D





Avg QL (m) Avg Delay (s) LOS

40


7.4. St Michael’s Gyratory is predicted to operate marginally worse at the Anglesea Road approach in each of the proposed scenario with the introduction of traffic signals.

7.5. The proposed changes at the Holbrook Road roundabout are predicted to help reduce the delays at the two altered approaches, but the junction is still predicted to operate over capacity throughout the AM peak.

7.6. Appendix F shows that queues and delays along Church Street increase significantly throughout the AM peak as a result of reducing the amount of green time the approach receives. The queues along Church Street extend back towards the Holbrook roundabout and causes blocking for the Holbrook Road approach as shown in Figure 7.1.

Figure 7.1 – Church Street Approach Queuing (07:47)

Travel Times

7.7. The 2013 AM peak existing conditions weighted travel times have been compared to the DM, DS1 and DS2 weighted travel times and are shown in Table 7.2. The cumulative graphs for each hour have been provided in Appendix F.

41


Table 7.2 – 2013 AM Peak Travel Time Comparison (s)

7.8. Table 7.2 shows that all travel times are very similar to the base model with the exception of the northbound time between Princess Royal Road and Rudmore Roundabout in the last hour where travel times have increased by 10/11 seconds as a result on introducing signals, however in the first two hours, the travel times are very similar to the base.

Time From To Direction Base DM DS1 DS2

Winston Churchill

AvenueAnglesea Road Northbound 39 40 40 40

Anglesea Road Queen Street (NB) Northbound 79 79 78 79

Queen Street (NB) Cascade's Approach Northbound 67 72 72 69

Cascade's Approach Marketw ay Roundabout Northbound 27 27 26 27

Marketw ay Roundabout Mile End Roundabout Northbound 65 72 71 70

Mile End Roundabout Princess Royal Road Northbound 31 32 31 32

Princess Royal Road Rudmore Roundabout Northbound 58 60 59 61

Rudmore Roundabout Princess Royal Road Southbound 39 41 41 41

Princess Royal Road Mile End Roundabout Southbound 20 20 19 20

Mile End Roundabout Marketw ay Roundabout Southbound 32 34 34 34

Marketw ay Roundabout Cascade's Approach Southbound 35 36 33 33

Cascade's Approach Queen Street(SB) Southbound 59 62 60 60

Queen Street(SB) Anglesea Road Southbound 50 53 53 54


AvenueSouthbound 15 15 15 15

Winston Churchill
















Winston Churchill
















0900-1

000


0800-0

900

Description

0700-0

800

42


Network Performance

7.9. The 2013 AM peak existing conditions results for network performance have been compared to the 2013 DM, DS1 and DS2 results and are shown in Table 7.3.

Table 7.3 – 2013 AM Peak Network Performance Comparison

7.10. Table 7.3 is consistent with the other measures in that the existing conditions model operates better than the proposed scenarios.

7.11. Table 7.3 also provides information on the unmet demand (vehicles that cannot enter the network due to congestion) which is much higher in all three proposed scenarios. The extra unmet demand is located along Holbrook Road as a result of the congestion shown in Figure 7.1 caused by the reduction in green time for the Church Street approach.

PM Peak


7.12. The 2013 PM peak existing conditions results for junction performance have been compared to the 2013 DM, DS1 and DS2 results in terms of average queue lengths (m) average delay (s) and LOS and are shown in Table 7.4 for each peak hour. The full output by turning movement for all measures and junctions in the network is detailed in Appendix G. The light blue shaded cells represent the optimum performer.

Measure Base DM DS1 DS2

Unmet Demand 219 647 615 615

Remaining Vehicles in Netw ork 590 691 696 691

Processed Vehicles 37912 38740 38784 38764

Total Distance Travelled (mi) 106680.0 110474.9 110574.9 110566.5

Total Travel Time (h) 2642.1 3100.6 3066.6 3082.1

Total Netw ork Delay (h) 943.6 1402.1 1366.8 1382.2

Average Travel Time (mins) 4.118 4.718 4.661 4.687

Average Delay Time (mins) 1.471 2.133 2.078 2.102

Total Stopped Delay (h) 467.28 630.35 629.72 630.21

Average Stopped Delay (s) 43.69 57.55 57.43 57.51

Number of Stops 76051.0 118680.4 115200.6 117913.1

Average Number of Stops 1.98 3.01 2.92 2.99

Average Netw ork Speed (mph) 25.1 22.2 22.5 22.3

43


Table 7.4 – 2013 PM Peak Junction Performance Comparison

7.13. Table 7.4 shows that of the proposed options, the DS1 scenario is predicted to be the optimum performer with improvements in delays at most junctions throughout the PM peak, however the delays are marginally higher than the base.

7.14. The Rudmore Roundabout operates better in all scenarios as a result of signalising the junction, although the Church Street Roundabout operates much worse throughout the PM peak, operating at capacity in the middle hour. As with the AM peak, the Church Street approach is predicted to operate well over capacity with significant delays as a result of the gating policy to reduce the green time in each of the proposed scenarios.

7.15. St Michael’s Gyratory is predicted to operate marginally worse with the junction operating at capacity in the middle peak hour.

7.16. The Holbrook Road roundabout is predicted to operate better with the proposed changes in DS1, although it still operates at and close to capacity in the first two hours respectively as a result of the delays along Lake Road (W), which have not changed due to current restraints as shown in Figure 7.2.


501 Rudmore Roundabout 24.8 6.4 6.4 6.1 18.9 15.3 14.8 14.5 C C B B

502 Mile End Roundabout 26.3 52.7 51.6 52.0 35.4 47.5 45.1 44.4 D D D D


504 Marketw ay Roundabout 7.7 7.7 5.7 6.4 22.9 23.7 20.0 21.4 C C C C

505 A2030 roundabout 2.9 3.7 2.6 2.4 15.4 16.6 13.4 14.5 C C B B

506 Holbrook Road Roundabout 46.0 45.3 33.9 44.0 46.6 49.3 43.5 47.5 E E E E




510 St Michael's Gyratory 4.9 6.8 6.8 7.0 24.0 28.5 28.9 29.4 C D D D

511 Park Road 17.9 17.9 18.1 18.4 20.8 20.4 20.5 20.8 C C C C

512 Princess Royal Road 50.8 45.0 45.2 44.3 41.8 38.7 38.2 38.0 D D D D

15.8 15.1 13.7 14.8 25.3 26.2 25.2 25.5 D C C C

501 Rudmore Roundabout 35.6 8.6 8.2 8.8 28.6 17.4 15.1 17.0 D C C C

502 Mile End Roundabout 21.5 63.9 60.4 63.0 33.3 64.7 56.1 60.3 C E E E

503 Cascade's Approach 6.7 5.9 5.4 5.8 11.7 11.3 11.3 11.5 B B B B

504 Marketw ay Roundabout 11.1 11.0 9.4 9.4 26.4 25.9 24.2 24.5 D D C C

505 A2030 roundabout 7.6 6.1 4.1 4.2 27.2 23.0 18.0 18.5 D C C C

506 Holbrook Road Roundabout 47.6 45.2 29.6 42.4 51.1 55.3 46.7 51.7 F F E F

507 Unicorn Road 13.3 13.0 12.2 12.8 20.7 20.6 19.7 20.4 C C B C



510 St Michael's Gyratory 6.1 9.8 10.1 10.3 29.2 36.2 37.0 37.3 D E E E

511 Park Road 23.5 23.1 22.4 23.8 22.6 22.2 21.8 22.8 C C C C

512 Princess Royal Road 21.2 17.2 16.9 17.0 21.8 19.6 19.4 19.5 C B B B

17.8 17.1 14.9 16.6 26.2 28.4 25.9 27.5 D C C C

501 Rudmore Roundabout 10.4 8.6 8.5 7.8 16.1 16.4 16.1 15.4 C C C C

502 Mile End Roundabout 8.8 29.1 28.3 26.7 21.5 42.7 42.1 41.5 C D D D



505 A2030 roundabout 0.3 0.3 0.3 0.3 3.6 3.7 3.5 4.0 A A A A

506 Holbrook Road Roundabout 7.9 7.3 3.0 7.1 15.8 18.5 14.5 17.2 C C B C

507 Unicorn Road 3.3 3.3 3.4 3.5 10.6 10.6 10.5 10.7 B B B B


509 Queen Street 8.4 8.9 8.3 8.8 17.4 18.1 17.4 18.0 B B B B

510 St Michael's Gyratory 3.0 4.0 4.0 3.9 20.7 25.1 25.1 24.9 C D D C

511 Park Road 9.5 9.8 9.6 9.6 13.5 13.6 13.6 13.7 B B B B


5.1 6.5 5.9 6.1 14.7 18.3 17.6 17.6 B B B B

12.9 12.9 11.5 12.5 22.7 24.8 23.4 24.0 C C C C






44


Figure 7.2 – Church Street Approach / Lake Road (W) Queuing (17:18)

Travel Times

7.17. The 2013 PM Peak existing conditions weighted travel times have been compared to the DM, DS1 and DS2 weighted travel times and are shown in Table 7.5. The cumulative graphs for each hour have been provided in Appendix G.

45


Table 7.5 – 2013 PM Peak Travel Time Comparison (s)

Time From To Direction Base DM DS1 DS2

Winston Churchill
















Winston Churchill
















Winston Churchill

















1700-1

800

Description

1600-1

700

1800-1

900

46


7.18. Table 7.5 indicates that the DM, DS1 and DS2 travel times are similar to the existing conditions times. The main differences are in the middle peak hour where the northbound segment to Rudmore Roundabout decreases by around 26 seconds in all scenarios as a result of signalising the approach.

7.19. The bus gate in DS2 has little impact on the travel times.

Network Performance

7.20. The 2013 PM peak existing conditions results for network performance have been compared to the 2013 DM, DS1 and DS2 results and are shown in Table 7.6.

Table 7.6 – 2013 PM Peak Network Performance Comparison

7.21. Table 7.6 shows that the DS1 scenario is predicted to be the optimum performer, in terms of travel times and network speed, but the base has lower delays.

7.22. The increase in the unmet demand in each of the proposed scenarios is located along Wingfield Street, a side road off Church Street (as a result of the congestion along Church Street vehicles are unable to exit resulting in the unmet demand as shown in Figure 7.2).

Inter Peak


7.23. The 2013 Inter peak existing conditions results for junction performance have been compared to the 2013 DM, DS1 and DS2 results in terms of average queue lengths (m) average delay (s) and LOS and are shown in Table 7.7 for each peak hour. The full output by turning movement for all measures and junctions in the network is detailed in Appendix H. The light blue shaded cells represent the optimum performer.


Unmet Demand 12 106 104 110










Number of Stops 89170.9 90331.1 85824.3 88375.6



47


Table 7.7 – 2013 Inter Peak Junction Performance Comparison

7.24. Table 7.7 shows that overall the proposed scenarios are predicted to operate marginally worse than the base, although the differences in overall delays are nominal and the network is still predicted to operate well within capacity.

7.25. At the Rudmore Roundabout, delays increase significantly at the A3 and Wharf Road approaches in each of the proposed scenarios, causing them to operate close to or over capacity throughout the Inter Peak period (see Appendix H for the full turning movement comparison).

7.26. The Holbrook Road roundabout performs better with the changes made in the DS1 scenario, with delays almost halved in the last hour.

7.27. The remainder of the junctions show little change in operation due to the lower traffic flows than in the AM and PM peaks.

Travel Times

7.28. The 2013 Inter peak existing conditions weighted travel times have been compared to the DM, DS1 and DS2 weighted travel times and are shown in Table 7.8. The cumulative graphs for each hour have been provided in Appendix H.


501 Rudmore Roundabout 2.9 4.2 4.2 3.9 7.7 13.1 13.1 12.9 A B B B

502 Mile End Roundabout 5.0 5.5 5.4 5.6 16.8 16.9 16.8 17.2 B B B B

503 Cascade's Approach 4.1 4.8 4.5 5.5 9.4 10.0 10.2 10.9 A A B B

504 Marketw ay Roundabout 2.7 3.5 3.3 3.6 13.8 15.1 15.4 16.0 B C C C


506 Holbrook Road Roundabout 5.1 5.1 0.7 5.0 13.6 13.7 10.4 13.5 B B B B





511 Park Road 7.5 7.1 7.2 7.2 13.1 12.5 12.6 12.6 B B B B


4.3 4.8 4.3 4.8 14.6 15.9 15.7 16.1 B B B B

501 Rudmore Roundabout 2.4 3.4 3.4 3.3 7.4 12.4 12.4 12.3 A B B B

502 Mile End Roundabout 4.7 5.2 5.2 5.5 16.9 17.2 16.9 17.3 B B B B




506 Holbrook Road Roundabout 17.4 16.8 1.6 16.1 24.2 23.4 12.4 23.0 C C B C





511 Park Road 7.9 7.8 7.7 7.6 13.5 13.1 13.0 13.0 B B B B


4.5 4.7 3.3 4.7 13.5 14.6 14.0 14.8 B B B B

4.4 4.7 3.8 4.7 14.1 15.3 14.9 15.4 B B B B





48


Table 7.8 – 2013 Inter Peak Travel Time Comparison (s)

7.29. Table 7.8 indicates that the proposed travel times are similar to the existing conditions times.

7.30. The bus gate in DS2 has little impact in travel times with only marginal increases predicted in the first hour.

Network Performance

7.31. The 2013 Inter peak existing conditions results for network performance have been compared to the 2013 DM, DS1 and DS2 results and are shown in Table 7.9.

Loc From To Direction Base DM DS1 DS2

Winston Churchill
















Winston Churchill
















Description

1200-1

300

1300-1

400


49


Table 7.9 – 2013 Inter Peak Network Performance Comparison

7.32. Table 7.9 shows that the DS1 scenario is the optimum performer in terms of travel times and network speed, but there are lower delays in the base as a result of fewer signalised junctions. Overall the differences between the results are very marginal.


Unmet Demand 0 0 0 0










Number of Stops 38191.1 41236.9 40261.6 40860.1



50


8. Summary and Conclusions

8.1. Atkins has been commissioned by Portsmouth City Council (PCC) to develop five existing conditions micro-simulation models to assess various improvement schemes along key routes within Portsmouth City Centre and surrounding network, with a view to improving air quality within each of the study areas.

8.2. This report details the calibration and validation and subsequent results of the Corridor 1 existing conditions models.

8.3. Corridor 1 is located within the area of Portsmouth City Centre, situated to the north of the M27 and Portsmouth City Centre. This Study area includes three major roundabouts, one gyratory and four major signalised junctions

8.4. A data collection programme was commissioned and undertaken on Tuesday 1st October 2013 and included manual classified turning movement surveys, pedestrian counts, queue length surveys and journey times using the moving observer method.

8.5. As VISSIM is a stochastic model, the results differ slightly depending on the random seed assigned to each simulation run. Therefore, in order to obtain statistically significant results, the models were simulated 16 times with different random seeds.

8.6. The models have been constructed to represent the morning peak period from 07:00 to 10:00, an Inter peak period from 12:00 to 14:00 and an evening peak period from 16:00 to 19:00 with a 30 minute seed period prior to each peak to populate the network before analysis is undertaken.

8.7. All peaks have been validated very well in terms of flow throughput, with the AM peak achieving 99% GEH and the PM and Inter achieving 100% GEH.

8.8. The network operates within capacity with an overall LOS of D in the AM peak, C in the PM peak and B in the Inter peak. In the AM peak, the Holbrook Road / Lake Road roundabout operates over capacity and the Church Street Roundabout operates at capacity during the last two hours. In the PM peak the Holbrook Road roundabout operates at capacity in the first two hours. The Inter peak shows no capacity issues, although several individual turning movements are operating at capacity.

8.9. The AM peak modelled travel times have been validated with 74% of modelled travel times within the lower and upper ranges, however, the cumulative travel times validate to 95%. Travel times for the PM peak validate with 93% of modelled times within the upper and lower ranges, and 100% for cumulative times. In the Inter peak, 89% of modelled travel times validate to the observed times, along with 79% of cumulative times. This is due to the fact that during the survey day, traffic management was in place along Commercial Road and at the Church Street Roundabout, which closed lanes and thus reducing capacity around this junction.

8.10. The queue lengths throughout all peaks have not been validated particularly well to the observed queues, with much lower modelled average queues and much higher maximum queues. However, comparisons between the videos and VISSIM show similar queues and therefore, the queue lengths have been deemed to be validated to acceptable levels and more importantly, the travel times in the model match well to the observed journey times.

8.11. The VISSIM models are now deemed to have been calibrated and validated to within acceptable levels and are therefore, fit for purpose and can be used as an evaluation tool for potential improvement schemes within the study area to improve air quality.

8.12. The Do Minimum (DM) scenario comprises of the following changes to the network, which have either already been implemented on site, or are due to be implemented shortly:

Signalisation of the Rudmore Roundabout, bus lane and bus gate along the SB off-slip and alterations to lane allocations;

51


The merge from Rudmore Roundabout SB on slip with the M275 flyover traffic has been altered so that the slip road traffic merges with the nearside lane of the flyover, resulting in a lane drop;

Extending the existing bus lane along Mile End Road southbound through the Church Street Roundabout, Commercial Road and Marketway Roundabout to join up with the current bus lane along Marketway, with lane alterations and signal time changes at the Church Street Roundabout; and,

Signalising Anglesea Road approach and opposing circulatory to allow pedestrian facilities, and altering the Cambridge Road triple crossings to run in isolation at St Michael’s Gyratory.

8.13. A second option (DS1) has been assessed which utilises the DM model layout with alterations made to the Holbrook Road / Lake Road roundabout. Two flares have been introduced on the Church Street and Lake Road (E) approaches for left turning traffic only to provide more capacity for the ahead and right turning traffic.

8.14. The third proposal (DS2) incorporates a bus gate upstream of the Mile End Road approach signals to allow buses clear access to merge with the nearside lane. It also retains the existing 3 lanes from the Rudmore on slip and shortens the right turn flare.

8.15. Traffic management was in place at the Rudmore Roundabout throughout all peaks, with lane closures and speed restrictions in force. An earlier traffic count was undertaken at the Rudmore Roundabout in March 2013 and a comparison of the traffic flows showed little difference in the PM and Inter peaks, however, the AM peak comparison showed some significant differences on the M275 southbound off-slip and the London Road approaches where the March flows are much larger than the October flows.

8.16. Given the large discrepancy in the AM peak flows the proposed scenarios have utilised revised flows in the AM peak. The March 2013 traffic flows have been used directly at the Rudmore roundabout and Church Street roundabout and then the resulting differences downstream have been balanced through in the proportion of the existing October 2013 turning movement.

8.17. The AM peak comparison results indicate that all three proposed scenarios result in capacity problems around the Church Street Roundabout and Holbrook Road roundabout as a result of the gating strategy and the reduction in green time that the Church Street approach receives. The queues along Church Street extend back to the Holbrook roundabout blocking entry from Holbrook Road. The congestion along Holbrook Road results in a high unmet demand.

8.18. As a result of the congestion from Church Street, the Holbrook Road roundabout is predicted to operate over capacity in all scenarios throughout the AM peak, although some benefits are evident in the DS1 scenario as a result of the proposed changes to two approaches.

8.19. The PM comparison results predict that the Rudmore Roundabout would operate better by introducing the signals and the changes to the SB off-slip, resulting in fewer delays. Northbound travel times to the Rudmore Roundabout decrease by almost 30 seconds in the middle peak hour.

8.20. The Holbrook roundabout performs better in the DS1 scenario, although it is still predicted to operate at capacity in the first two hours with the Lake Road (W) arm over capacity, as no changes can be made due to highway restrictions. As in the AM peak, the Church Street approach is also congested with the queue extending back to this junction.

8.21. Due to the improvements at the Holbrook Road roundabout, the DS1 scenario is predicted to be the optimum performer in terms, travel times and network speed, although the differences in the results are marginal.

8.22. The Inter peak results show that overall, the DS1 performs better in terms of travel times and network speed, but that the base has lower delays. At the Rudmore Roundabout, the A3 and Wharf Road approaches operate close to or over capacity as a result of introducing the traffic signals.

8.23. The Holbrook Road roundabout performs much better in the DS1 scenario with delays almost halved in the last hour.

52


8.24. Therefore, it is recommended that the improvements to the Holbrook Road / Lake Road roundabout should be taken forward as the preferred scheme once the DM network changes have been concluded and that amendments to the Church Street Roundabout signals be reviewed due to the congestion observed along Church Street as a result of reducing the green time in the AM and PM peaks.

51


A. 2013 Balanced Traffic Flows

2098 2317 991 3621

M27 M275

2098 2317 991 3621

119

2680 941

A

948 2141

3 479 59 303 97

A E D C B

B 262

A3 738

B 12

163 A A 347

14 B E 54

8 C D 291

2 E C 34

29 D

216 E Rudmore Roundabout

759 Wharf Road 118

344

22

5

C 346

A2047(Kingston cresent) 458

C 0 410

E A B C D B 11 11

178 80 128 26 14 A 360 32 2

E 46

D D 41

Car Park

34 33

426 2141 2680 434

1 986 2127

116

116

1125 Princess Royal Road 117

139 2450

1422 111 0 1498 518

16

9 42

495

52

113 Church Street Roundabout 112 Wingfield St 95

0

660 63

0 32

507 3 1 6

603 10

Hope St

13

13

28 14 Fitzherbert St 114

28

10 Flathouse Road 11614 498

10 1419

Church Street8 4 0 3

Commercial Road (N)

Clarence St Andrew Bell St

6

1429 44 61 1321 0 132 64 0 4 456 67

80 8 52 98

4 91 95 0 152 0

6 2 38

115 Marketway Roundabout 258

Marketway 107 108 109 Cornmill St 110 111 Lake Road B2152 373

11 1441 0 1

1377 30 461 539 58

67 140 11 194

14 0 62 16 0 120

3 8 0 8 7 6 0 352 549 126 1

Cascade's Approach

Landport View

Lake Road

Commercial Road (S)11 71

2013 AM Peak Total Vehicles

(07:00-08:00)

11 71

Holbrook Road225 971 190 14 30 78 49

33

17

31

81

507.8333 Unicorn Road 104

100 Unicorn Road83 21 0

14

200 1386 0 1028 675

240 776 0 1 1 6 173 27

316 20

34 13

0 0

350

332 Queen Street 103 Bishop Crispian Way 105

46 0

24

46 1270 0 14 171 1 0 26

1

133 643

73

0

73

154 Park Road 102 9 20 19

17

170

21 1243 19

106 Stanhope Road 14

14

177 20

A 84 0 Edinburgh Road

50 62 68 1 0 29 258 172 2 1

A B C D E F G H I J

1264 197 189.8333

B

Anglesea Rd

Guildhall Walk

164

A 119 C Winston Churchill Avenue 311

B 4

C 9

D 30

E 0

F 6

G 43

H 95

I 4

J 1

5 31

A 2 Arm J 6 A 0 D Waltham Street 0

B 3 B 0

C 0 C 0

1 A D 0 D 0

0 B E 0 E 0

0 C F 0 F 0

0 D G 0 G 0

0 E H 1 St Michael's Gyratory H 0

0 F I 0 101 I 0

0 G J 0 J 0

0 H

0 I

0 J 0

1019 1 A 105 E St Paul's Road 105

15 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

35

F Wiltshire St 0

A B C D E F G H I J A B C D E F G H I J

393 6 53 0 0 0 0 0 9 2 594 9 34 0 0 0 1 5 0 1

H

G

Cambridge Road

Hampshire Terrace

463 273 644 302

2090 2465 1142 4010

M27 M275

2090 2465 1142 4010

119

2912 1098

A

890 2342

12 305 203 468 110

A E D C B

B 352

A3 661

B 5

90 A A 259

20 B E 37

19 C D 314

5 E C 46

40 D

E Rudmore Roundabout

Wharf Road 118

533

54

6

C 542


C 1 560

E A B C D B 45 24

123 86 172 59 17 A 450 15 9

E 44

D D 54

Car Park

24 78

457 2342 2912 628

4 411 3125

117

Princess Royal Road 117

76 2678

1732 83 0 2458 584

22

10 74

534

87


0

661 58

0 35

361 2 1 13

616 13

Hope St

16

56 Fitzherbert St 114

Flathouse Road 11630 348

19 1708


Commercial Road (N)


11

1727 43 38 2080 0 364 112 0 9 470 90

107 13 86 293

13 121 125 0 362 1

8 0 94



23 2168 0 4

2036 48 322 368 74

127 123 38 217

18 0 77 55 2 225

11 4 0 13 13 6 0 179 544 210 0

Cascade's Approach

Landport View

Lake Road


Holbrook Road74 1645 336 18 48 134 132

52

11

31

Unicorn Road 104


16

87 1648 0 933 988

413 1279 0 1 0 30 278 39

390 29

45 15

0 0

Queen Street 103 Bishop Crispian Way 105

85 0

30

17 1345 0 22 172 4 3 33

4

263 1016

136

0

Park Road 102 15 24 33

23

277

58 1226 33


21

186 23


(08:00-09:00)


84 93 114 1 0 49 390 279 1 5

A B C D E F G H I J

1284 209 300.8667

B

Anglesea Rd

Guildhall Walk

313


B 11

C 24

D 48

E 0

F 5

G 121

H 175

I 2

J 6

16 49


B 2 B 0

C 4 C 0

5 A D 0 D 0

0 B E 0 E 0

2 C F 0 F 0

0 D G 0 G 0


0 F I 1 101 I 0

0 G J 0 J 0

1 H

0 I

0 J 0

8 A 184 E St Paul's Road 184

10 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

60

F Wiltshire St 0


546 17 133 0 0 4 3 3 4 2 337 15 36 0 0 2 1 14 2 3

H

G

Cambridge Road

Hampshire Terrace

712 474 410 515

1159 1596 638 2536

M27 M275

1159 1596 638 2536

119

1958 578

A

635 1162

17 117 65 300 79

A E D C B

B 424

A3 773

B 23

59 A A 125

28 B E 24

11 C D 470

4 E C 131

57 D

E Rudmore Roundabout

Wharf Road 118

455

37

4

C 463


C 0 509

E A B C D B 85 33

87 90 209 54 32 A 349 24 8

E 32

D D 76

Car Park

32 70

472 1162 1958 700

1 208 2449

133

Princess Royal Road 117

98 1500

1008 101 0 1835 513

22

21 63

476

83


0

391 40

0 39

199 4 4 22

373 20

Hope St

36

95 Fitzherbert St 114

Flathouse Road 11681 171

35 956


Commercial Road (N)


9

991 71 54 1560 0 268 155 1 13 421 80

117 17 101 223

34 167 173 0 297 0

19 7 80



46 1633 0 2

1498 104 174 246 57

136 157 46 198

47 0 85 90 0 159

15 21 0 13 7 8 1 81 327 178 1

Cascade's Approach

Landport View

Lake Road



(09:00-10:00)

36 170

Holbrook Road46 1155 331 47 104 175 126

50

18

25

Unicorn Road 104


22

61 977 0 587 804

314 888 0 3 3 14 291 41

227 28

44 14

0 0

Queen Street 103 Bishop Crispian Way 105

73 1

33

37 811 0 25 135 5 1 34

7

136 752

132

0

Park Road 102 15 24 36

22

291

54 716 36


29

151 24


48 77 118 0 0 42 316 136 1 14

A B C D E F G H I J

770 175 314.6667

B

Anglesea Rd

Guildhall Walk

329


B 18

C 14

D 15

E 0

F 7

G 104

H 146

I 3

J 3

24 16


B 2 B 0

C 4 C 0

4 A D 0 D 0

3 B E 0 E 0

3 C F 0 F 0

0 D G 2 G 0


0 F I 0 101 I 0

1 G J 0 J 0

0 H

0 I

0 J 0


16 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

60

F Wiltshire St 0


255 21 117 0 0 8 7 0 11 4 334 25 73 1 0 3 3 10 1 3

H

G

Cambridge Road

Hampshire Terrace

423 294 453 433

2688 2000 1640 2816

M27 M275

2688 2000 1640 2816

119

1979 837

A

1030 3298

28 109 49 401 250

A E D C B

B 959

A3 647

B 7

326 A A 122

46 B E 14

52 C D 372

0 E C 132

110 D


202 Wharf Road 118

688

34

11

C 707


C 0 593

E A B C D B 130 24

77 126 526 148 0 A 433 41 19

E 2

D D 77

Car Park

60 58

877 3298 1979 608

0 83 2504

1067

1067


80 3108

2086 65 0 1821 618

56

47 228

466

242


0

508 48

0 41

529 20 8 15

475 14

Hope St

62

62


176


45 2013


Commercial Road (N)


10

2058 211 22 1460 8 409 258 0 15 421 71

177 10 116 310

36 320 326 0 473 0

16 5 58



52 1610 0 0

1573 49 306 301 73

51 180 25 176

66 0 185 105 1 163

45 101 0 14 8 6 0 135 406 341 0

Cascade's Approach

Landport View

Lake Road


Holbrook Road25 1334 275 66 49 291 83

296

110

96

502



21

28 1793 0 882 894

322 1129 0 5 5 4 334 42

473 32

53 16

0 0

526


67 0

38

16 1348 0 19 185 3 6 44

14

130 999

271

0

271

166 Park Road 102 13 26 38

21

349

36 1093 38


52

200 23

2013 PM Peak Total Vehicles

(16:00-17:00)


89 25 118 0 0 26 546 192 1 2

A B C D E F G H I J

1129 223 375

B

Anglesea Rd

Guildhall Walk

368


B 13

C 21

D 4

E 0

F 4

G 81

H 155

I 0

J 0

2 5


B 0 B 0

C 0 C 0

13 A D 1 D 0

0 B E 0 E 0

5 C F 0 F 0

0 D G 0 G 0


0 F I 0 101 I 0

2 G J 0 J 0

0 H

0 I

0 J 0


2 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

33

F Wiltshire St 0


427 12 170 0 0 3 4 1 0 0 323 12 54 0 0 0 2 18 1 0

H

G

Cambridge Road

Hampshire Terrace

617 368 410 635

2128 2782 1557 3302

M27 M275

2128 2782 1557 3302

119

2374 928

A

1037 2648

23 90 39 476 300

A E D C B

B 1019

A3 738

B 9

244 A A 199

46 B E 11

37 C D 387

0 E C 132

74 D


152 Wharf Road 118

726

32

8

C 740


C 0 678

E A B C D B 181 17

44 109 483 121 0 A 470 41 14

E 7

D D 65

Car Park

55 49

757 2648 2374 565

3 89 2848

598

598


74 2804

1848 56 0 2119 672

63

54 307

447

322


0

464 65

0 35

510 19 12 21

420 15

Hope St

64

64


170


48 1795


Commercial Road (N)


12

1843 207 3 1789 12 414 217 0 13 386 83

137 13 124 377

13 330 334 0 501 1

11 7 46



82 1945 0 2

1929 35 311 258 77

15 163 18 143

81 0 216 105 0 203

40 124 0 21 10 9 0 119 346 327 1

Cascade's Approach

Landport View

Lake Road


Holbrook Road28 1602 350 81 35 321 64

84

56

91

231

64 Unicorn Road 104


22

20 1717 0 793 967

372 1343 0 10 1 6 357 42

436 31

61 20

0 0

497


53 0

31

15 1301 0 16 199 3 1 31

19

162 1181

226

0

226

207 Park Road 102 13 23 39

20

377

45 1090 39


40

206 21


(17:00-18:00)


119 17 88 0 1 55 726 172 3 0

A B C D E F G H I J

1135 227 400

B

Anglesea Rd

Guildhall Walk

281


B 23

C 8

D 7

E 0

F 4

G 97

H 163

I 1

J 0

0 7


B 0 B 0

C 0 C 0

17 A D 0 D 0

0 B E 0 E 0

2 C F 0 F 0

0 D G 3 G 0


1 F I 0 101 I 0

3 G J 0 J 0

0 H

0 I

0 J 1


9 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

61

F Wiltshire St 0


379 25 131 0 0 1 4 2 4 0 306 7 52 0 0 0 1 14 1 0

H

G

Cambridge Road

Hampshire Terrace

546 351 381 834

1278 2129 816 2882

M27 M275

1278 2129 816 2882

119

1974 908

A

662 1432

11 148 47 442 260

A E D C B

B 732

A3 653

B 0

119 A A 163

19 B E 4

29 C D 368

2 E C 118

61 D


217 Wharf Road 118

656

24

4

C 690


C 0 499

E A B C D B 142 18

38 59 311 95 5 A 313 56 34

E 25

D D 81

Car Park

90 42

508 1432 1974 562

0 64 2472

215

215


75 1725

1159 49 0 1881 542

59

76 257

365

281


0

356 48

0 20

236 21 19 20

328 24

Hope St

47

47


208


41 1086


Commercial Road (N)


4

1127 83 12 1566 19 418 156 0 3 329 53

116 12 93 377

3 172 176 0 479 1

13 4 36



39 1684 0 4

1669 16 173 191 51

2 123 9 119

26 0 105 59 0 201

6 29 0 7 7 4 1 77 297 208 0

Cascade's Approach

Landport View

Lake Road


Holbrook Road6 1388 294 26 16 164 45

13

3

9

25

16 Unicorn Road 104


29

8 1112 0 582 907

310 1116 0 4 5 16 253 23

258 21

40 15

0 0

298


64 1

30

22 862 0 15 126 4 0 33

8

196 920

191

0

191

250 Park Road 102 10 16 23

16

260

54 693 23


38

135 18


(18:00-19:00)


29 6 80 0 0 34 595 174 2 0

A B C D E F G H I J

747 153 276

B

Anglesea Rd

Guildhall Walk

276


B 10

C 14

D 11

E 0

F 4

G 106

H 160

I 0

J 0

0 11


B 0 B 0

C 1 C 0

5 A D 0 D 0

0 B E 0 E 0

2 C F 0 F 0

0 D G 0 G 0


0 F I 0 101 I 0

0 G J 0 J 0

0 H

0 I

0 J 0


4 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

39

F Wiltshire St 0


228 16 127 0 0 1 4 1 1 0 326 11 52 0 0 0 0 15 1 0

H

G

Cambridge Road

Hampshire Terrace

378 350 405 705

1250 1336 712 1991

M27 M275

1250 1336 712 1991

119

1410 581

A

593 1369

23 133 90 230 105

A E D C B

B 556

A3 680

B 20

92 A A 90

20 B E 23

14 C D 431

4 E C 116

59 D


250 Wharf Road 118

463

23

5

C 475


C 0 531

E A B C D B 128 23

67 93 283 131 0 A 303 18 12

E 23

D D 101

Car Park

30 46

574 1369 1410 681

2 126 1963

190

190


151 1751

1143 111 0 1454 398

47

44 37

437

46


0

234 63

0 33

414 29 20 15

186 9

Hope St

17

17


1164 125


0 1109


Commercial Road (N)


9

1109 198 76 1218 0 239 141 0 3 407 60

374 8 182 218

0 384 387 0 352 0

0 10 76



10 1407 0 1

1398 30 222 352 58

13 192 14 199

14 0 62 16 0 120

2 8 0 17 8 7 0 164 128 126 1

Cascade's Approach

Landport View

Lake Road


Holbrook Road166 1027 207 14 30 78 90

376

17

25

1044 418



14

138 999 0 419 746

311 755 0 1 1 6 187 30

293 28

45 17

0 0

338


52 0

28

27 844 0 15 175 1 0 31

1

125 630

175

0

175

125 Park Road 102 14 25 20

22

183

0 696 20


14

177 24

2013 Inter Peak Total Vehicles

(12:00-13:00)


52 38 58 0 0 27 345 107 3 0

A B C D E F G H I J

696 201 207.5

B

Anglesea Rd

Guildhall Walk

277


B 22

C 6

D 20

E 2

F 7

G 77

H 135

I 1

J 2

5 20


B 2 B 0

C 4 C 0

6 A D 0 D 0

3 B E 0 E 0

1 C F 0 F 0

0 D G 1 G 0


0 F I 0 101 I 0

3 G J 0 J 0

1 H

0 I

0 J 2


9 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

35

F Wiltshire St 0


208 22 132 0 0 0 9 2 3 1 289 18 76 0 0 1 3 20 2 2

H

G

Cambridge Road

Hampshire Terrace

377 266 411 438

1251 1326 756 1902

M27 M275

1251 1326 756 1902

119

1333 569

A

587 1420

6 172 66 233 92

A E D C B

B 557

A3 624

B 18

125 A A 77

20 B E 24

19 C D 391

2 E C 114

71 D


340 Wharf Road 118

448

22

4

C 455


C 1 500

E A B C D B 134 24

110 100 293 107 0 A 284 18 7

E 32

D D 77

Car Park

25 46

610 1420 1333 605

0 113 1826

146

146


98 1884

1189 94 0 1337 394

55

39 57

412

70


0

231 58

0 35

468 20 10 19

192 13

Hope St

41

41


1164 87


0 1196


Commercial Road (N)


12

1196 243 45 1109 1 250 113 0 8 368 71

422 13 182 283

0 427 431 0 354 1

0 10 95



14 1262 11 4

1229 48 192 304 74

37 178 38 180

18 0 77 55 2 225

11 4 0 13 7 6 0 153 119 210 0

Cascade's Approach

Landport View

Lake Road


Holbrook Road84 936 220 18 48 134 133

290

11

31

1044 332



16

70 1172 0 482 876

254 729 0 1 0 30 164 37

275 30

49 18

0 0

324


81 0

30

38 967 0 20 173 4 3 31

4

104 625

243

0

243

104 Park Road 102 14 25 32

22

167

0 762 32


19

186 24

2013 Inter Peak Total Vehicles

(13:00-14:00)


37 20 111 0 0 28 295 131 3 0

A B C D E F G H I J

762 210 191.8

B

Anglesea Rd

Guildhall Walk

330


B 14

C 12

D 24

E 0

F 4

G 110

H 148

I 2

J 0

0 25


B 0 B 0

C 3 C 0

7 A D 0 D 0

2 B E 0 E 0

2 C F 0 F 0

0 D G 4 G 0


0 F I 0 101 I 0

0 G J 0 J 0

1 H

0 I

0 J 0


5 Car Park I B 0

C 0

D 0

E 0

F 0

G 0

H 0

I 0

J 0

35

F Wiltshire St 0


214 16 120 1 0 2 4 3 0 0 336 15 82 0 0 1 3 21 0 0

H

G

Cambridge Road

Hampshire Terrace

360 307 458 416

52


B. 2013 Existing AM Peak Model Output Results

Portsmouth AQMA - Corridor 1 - Existing Conditions 2013 AM Peak

Links Volume Queue Length (m) Delay (secs)

Time Node Description Direction Movement From To Model Count Mod-Cnt % Diff* GEH Accept Max Average Average LOS†

501 Rudmore Roundabout M275 SB to M275 NB NW-S SBT 101011 101011 2606 2680 -74 -2.76% 1.4 � 0.0 0.0 2.5 A

M275 NB to M275 SB S-NW SBT 101022 101022 2006 2201 -195 -8.86% 4.3 � 0.0 0.0 2.0 A

A2047 Kingston Cresent to Wharf Road E-W WBT 101211 101412 47 46 1 2.17% 0.1 � 84.7 17.6 10.6 B

A2047 Kingston Cresent to M275 NB Service Road E-S WBL 101211 1010121 35 41 -6 -14.63% 1.0 � 84.7 17.6 2.5 A

A2047 Kingston Cresent to A2047 Kingston Cresent E-SE WBL 101211 101222 0 0 0 0.00% 0.0 � 84.7 17.6 0.0 A

A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 11 11 0 0.00% 0.0 � 84.7 17.6 31.4 D

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 375 360 15 4.17% 0.8 � 84.7 17.6 29.7 D

M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 469 479 -10 -2.09% 0.5 � 49.3 0.2 5.7 A

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 96 97 -1 -1.03% 0.1 � 49.3 0.2 5.8 A

M275 SB Service Road to M275 SB Service Road NW-NW SBU 101311 101711 1 3 -2 -66.67% 1.4 � 49.3 0.2 2.4 A

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 284 303 -19 -6.27% 1.1 � 49.3 0.2 10.1 B

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 86 59 27 45.76% 3.2 � 49.3 0.2 7.3 A

A3 Twyford Avenue to Wharf Road NE-W WBT 101321 101412 50 54 -4 -7.41% 0.6 � 223.7 8.6 21.7 C

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 101321 101621 13 12 1 8.33% 0.3 � 223.7 8.6 25.7 D

A3 Twyford Avenue to M275 SB Service Road NE-NW WBR 101321 101711 353 347 6 1.73% 0.3 � 223.7 8.6 26.7 D

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBL 101321 101222 34 34 0 0.00% 0.0 � 223.7 8.6 14.8 B

A3 Twyford Avenue to M275 NB Service Road NE-S WBU 101321 1010121 293 291 2 0.69% 0.1 � 223.7 8.6 22.4 C

Wharf Road to Wharf Road W-W EBU 101531 101412 2 2 0 0.00% 0.0 � 52.8 0.6 20.8 C

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 14 14 0 0.00% 0.0 � 52.8 0.6 33.0 D

Wharf Road to M275 SB Service Road W-NW EBL 101531 101711 169 163 6 3.68% 0.5 � 52.8 0.6 30.3 D

Wharf Road to A2047 Kingston Cresent W-SE EBT 101531 101222 8 8 0 0.00% 0.0 � 52.8 0.6 39.0 E

Wharf Road to M275 NB Service Road W-S WBR 101531 1010121 23 29 -6 -20.69% 1.2 � 52.8 0.6 39.4 E

M275 NB Service Road to Wharf Road S-W NBL 101423 101412 144 178 -34 -19.10% 2.7 � 45.3 0.1 4.7 A

M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 110 128 -18 -14.06% 1.7 � 45.3 0.1 30.8 D

M275 NB Service Road to M275 SB Service Road S-NW NBT 101423 101711 90 80 10 12.50% 1.1 � 45.3 0.1 19.4 C

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 101423 101222 20 26 -6 -23.08% 1.3 � 45.3 0.1 32.2 D

M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 3 14 -11 -78.57% 3.8 � 45.3 0.1 35.2 E

All 0 0 7341 7660 -319 -4% - - 223.7 5.0 8.3 A

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 108 111 -3 -2.70% 0.3 � 121.2 9.0 58.4 E

Mile End Road to Commercial Road N-S SBT 100613 100111 1395 1498 -103 -6.88% 2.7 � 121.2 9.0 11.3 B

Mile End Road to Church Street N-E SBL 100613 100311 508 518 -10 -1.93% 0.4 � 121.2 9.0 16.0 B

Hope Street to Mile End Road SW-N NBT 100033 100612 1321 1444 -123 -8.52% 3.3 � 224.6 22.8 18.0 B

Hope Street to Mile End Road SW-N NBT 100641 100612 0 0 0 0.00% 0.0 � 12.5 0.1 0.0 A

Hope Street to Commercial Road SW-S NBU 100641 100111 0 9 -9 -100.00% 4.2 � 12.5 0.1 0.0 A

Hope Street to Church Street SW-E NBR 100641 100311 12 16 -4 -25.00% 1.1 � 12.5 0.1 85.6 F

Commercial Road to Mile End Road S-N NBT 100632 100612 477 560 -83 -14.82% 3.6 � 49.7 3.4 42.1 D

Commercial Road to Commercial Road S-S NBU 100632 100111 0 1 -1 -100.00% 1.4 � 49.7 3.4 0.0 A

Commercial Road to Church Street S-E NBR 100632 100311 2 3 -1 -33.33% 0.6 � 49.7 3.4 59.8 E

Church Street to Mile End Road E-N WBR 100621 100612 545 660 -115 -17.42% 4.7 � 231.5 143.6 181.0 F

Church Street to Commercial Road E-S WBL 100621 100111 2 6 -4 -66.67% 2.0 � 231.5 143.6 145.9 F

Church Street to Church Street E-E WBU 100621 100311 0 0 0 0.00% 0.0 � 231.5 143.6 0.0 A

All 0 0 4370 4826 -456 -9.45% - - 231.5 37.8 39.9 D

503 Cascade's Approach Cascade's Approach to Cascade's Approach S-SW NBL 100826 100827 0 0 0 0.00% 0.0 � 20.0 0.2 0.0 A

Cascade's Approach to Marketway WB S-E NBR 100826 100801 11 8 3 37.50% 1.0 � 20.0 0.2 11.8 B

Cascade's Approach to Marketway EB S-W NBL 100826 100825 0 3 -3 -100.00% 2.4 � 20.0 0.2 0.0 A

Marketway WB to Cascade's Approach NE-SW WBT 2 100827 68 67 1 1.49% 0.1 � 142.3 2.5 2.7 A

Marketway WB to Marketway WB NE-E WBL 2 100801 7 11 -4 -36.36% 1.3 � 142.3 2.5 8.9 A

Marketway WB to Marketway EB NE-W WBT 2 100825 1250 1377 -127 -9.22% 3.5 � 142.3 2.5 7.5 A

Marketway EB to Cascade's Approach SW-SW EBU 100824 100827 2 4 -2 -50.00% 1.2 � 27.8 0.1 3.1 A

Marketway EB to Hope Street SW-N EBL 100042 100042 1323 1429 -106 -7.42% 2.9 � 0.0 0.0 3.8 A


Marketway EB to Marketway WB SW-E EBT 100824 100801 74 80 -6 -7.50% 0.7 � 27.8 0.1 4.2 A

Marketway EB to Marketway EB SW-W NBL 100824 100825 4 6 -2 -33.33% 0.9 � 27.8 0.1 4.2 A

All 0 0 2763 3010 -247 -8.21% - - 142.3 0.8 5.5 A

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 100805 100113 7 7 0 0.00% 0.0 � 38.6 2.3 31.2 D

Commercial Road NB to Marketway S-W NBL 100805 1 8 8 0 0.00% 0.0 � 38.6 2.3 51.1 F

Commercial Road NB to Cornmill street S-SE NBR 100805 100808 6 6 0 0.00% 0.0 � 38.6 2.3 21.3 C

Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 56 61 -5 -8.20% 0.7 � 121.9 2.3 9.7 A

Commercial Road SB to Marketway N-W SBR 100111 1 1222 1321 -99 -7.49% 2.8 � 121.9 2.3 9.1 A

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 113 132 -19 -14.39% 1.7 � 121.9 2.3 5.0 A

Marketway to Commercial Road SB W-N EBL 100804 100113 38 44 -6 -13.64% 0.9 � 59.5 0.9 9.3 A

Marketway to Marketway W-W EBU 100804 1 1 2 -1 -50.00% 0.8 � 59.5 0.9 4.9 A

Marketway to Cornmill street W-SE EBT 100804 100808 48 52 -4 -7.69% 0.6 � 59.5 0.9 13.6 B

Cornmill street to Commercial Road NB E-SW WBT 100806 100807 1 0 1 0.00% 1.4 � 87.6 2.6 0.2 A

Cornmill street to Commercial Road SB E-N WBR 100806 100113 445 461 -16 -3.47% 0.8 � 101.9 6.6 12.9 B

Cornmill street to Marketway E-W WBT 100806 1 143 140 3 2.14% 0.3 � 101.9 6.6 10.0 B

Cornmill street to Cornmill street E-SE WBL 100806 100808 0 0 0 0.00% 0.0 � 101.9 6.6 0.0 A

All 0 0 2088 2234 -146 -6.54% - - 121.9 3.0 10.1 B

505 A2030 roundabout Lake Road NB to Lake Road NB SW-W NBL 100814 100818 0 0 0 0.00% 0.0 � 42.2 0.1 0.0 A

Lake Road NB to Cornmill street SW-NW EBL 100814 100806 63 62 1 1.61% 0.1 � 42.2 0.1 7.0 A

Lake Road NB to Lake Road SB SW-E EBT 100814 100816 15 16 -1 -6.25% 0.3 � 42.2 0.1 4.7 A

Cornmill street to Lake Road NB NW-W SBR 100808 100818 34 38 -4 -10.53% 0.7 � 28.4 0.6 2.4 A

Cornmill street to Cornmill street NW-NW SBU 100808 100806 0 0 0 0.00% 0.0 � 28.4 0.6 0.0 A

Cornmill street to Lake Road SB NW-E SBL 100808 100816 132 152 -20 -13.16% 1.7 � 28.4 0.6 2.0 A

Lake Road SB to Lake Road NB E-W WBT 100817 100818 12 11 1 9.09% 0.3 � 164.6 4.0 17.4 C

Lake Road SB to Cornmill street E-NW WBT 100817 100806 529 539 -10 -1.86% 0.4 � 164.6 4.0 13.7 B

Lake Road SB to Lake Road SB E-E WBU 100817 100816 0 0 0 0.00% 0.0 � 164.6 4.0 0.0 A

All 0 0 785 818 -33 -4.03% - - 164.6 1.6 10.6 B

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 0 1 -1 -100.00% 1.4 � 205.1 11.7 16.3 C

Lake Road SB to Holbrook Road NE-S WBR 100820 100821 116 120 -4 -3.33% 0.4 � 205.1 11.7 25.3 D

Lake Road SB to Church Street NE-NW WBR 100820 100313 55 58 -3 -5.17% 0.4 � 205.1 11.7 24.9 C

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 191 194 -3 -1.55% 0.2 � 205.1 11.7 25.4 D

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 118 126 -8 -6.35% 0.7 � 231.4 34.1 41.8 E

Holbrook Road to Holbrook Road SE-S NBL 100847 100821 1 1 0 0.00% 0.0 � 231.4 34.1 10.0 A

Holbrook Road to Church Street SE-NW NBT 100847 100313 522 549 -27 -4.92% 1.2 � 231.4 34.1 36.0 E

Holbrook Road to Lake Road NB SE-W NBL 100847 100817 348 352 -4 -1.14% 0.2 � 231.4 34.1 12.7 B

Church Street to Lake Road SB NW-E SBL 100311 100819 59 67 -8 -11.94% 1.0 � 113.7 3.3 20.2 C

Church Street to Holbrook Road NW-S SBT 100311 100821 421 456 -35 -7.68% 1.7 � 113.7 3.3 16.0 C

Church Street to Church Street NW-NW SBU 100311 100313 0 0 0 0.00% 0.0 � 113.7 3.3 0.0 A

Church Street to Lake Road NB NW-W SBR 100311 100817 4 4 0 0.00% 0.0 � 113.7 3.3 19.1 C


Lake Road NB to Holbrook Road SW-S EBR 100816 100821 85 98 -13 -13.27% 1.4 � 55.6 1.5 9.5 A

Lake Road NB to Church Street SW-NW EBL 100816 100313 5 6 -1 -16.67% 0.4 � 55.6 1.5 12.6 B

Lake Road NB to Lake Road NB SW-W NBL 100816 100817 0 0 0 0.00% 0.0 � 55.6 1.5 0.0 A

All 0 0 1980 2096 -116 -5.53% - - 231.4 12.7 23.6 C

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 100837 100035 34 33 1 3.03% 0.2 � 20.7 1.4 30.5 C

Unicorn Road WB to Unicorn Road EB NW-S SBT 100837 100840 15 17 -2 -11.76% 0.5 � 43.3 3.4 53.2 D

Unicorn Road WB to Alfred Road NW-SW SBR 100837 100843 32 31 1 3.23% 0.2 � 43.3 3.4 58.8 E

Market Way to Unicorn Road WB NE-NW WBR 100825 100841 247 225 22 9.78% 1.4 � 186.8 10.7 59.0 E

Market Way to Unicorn Road EB NE-S WBU 100825 100840 180 190 -10 -5.26% 0.7 � 186.8 10.7 7.8 A

Market Way to Alfred Road NE-SW WBT 100825 100843 848 971 -123 -12.67% 4.1 � 186.8 10.7 14.4 B

Unicorn Road EB to Unicorn Road WB S-NW NBT 100851 100841 88 83 5 6.24% 0.6 � 86.2 15.4 55.1 E

Unicorn Road EB to Market Way S-NE NBR 100851 100035 91 100 -9 -9.00% 0.9 � 86.2 15.4 52.2 D

Unicorn Road EB to Alfred Road S-SW NBL 100851 100843 7 14 -7 -50.00% 2.2 � 45.2 0.5 53.0 D

Alfred Road to Unicorn Road WB SW-NW EBL 100037 100841 192 200 -8 -4.00% 0.6 � 221.2 39.3 26.9 C

Alfred Road to Market Way SW-NE EBT 100037 100035 1281 1386 -105 -7.58% 2.9 � 221.2 39.3 26.5 C

All 0 0 3016 3250 -233.8333 -7.20% - - 221.2 13.7 26.9 C

508 Stanhope Road Stanhope Road to Stanhope Road S-S NBU 100849 100850 0 0 0 0.00% 0.0 � 32.5 0.1 0.0 A

Stanhope Road to Edinburgh Road WB S-SE NBR 100849 100853 0 1 -1 -100.00% 1.4 � 32.5 0.1 0.0 A

Stanhope Road to Unicorn road S-N NBT 100849 100842 165 171 -6 -3.51% 0.5 � 32.5 0.1 4.3 A

Stanhope Road to Edinburgh Road EB S-W NBL 100849 100854 9 14 -5 -35.71% 1.5 � 32.5 0.1 14.3 B

Edinburgh Road WB to Stanhope Road E-S WBL 100852 100850 2 1 1 100.00% 0.8 � 39.6 0.1 7.3 A

Edinburgh Road WB to Edinburgh Road WB E-SE WBL 100852 100853 0 0 0 0.00% 0.0 � 39.6 0.1 0.0 A

Edinburgh Road WB to Unicorn road E-N WBR 100852 100842 22 24 -2 -8.33% 0.4 � 39.6 0.1 15.1 C

Edinburgh Road WB to Edinburgh Road EB E-W WBT 100852 100854 35 26 9 34.62% 1.6 � 39.6 0.1 19.2 C

Unicorn road to Stanhope Road N-S SBT 100848 100850 168 173 -5 -2.89% 0.4 � 35.3 0.0 1.0 A

Unicorn road to Edinburgh Road WB N-SE SBT 100848 100853 16 27 -11 -40.74% 2.4 � 35.3 0.0 1.6 A

Unicorn road to Unicorn road N-N SBU 100848 100842 0 1 -1 -100.00% 1.4 � 35.3 0.0 0.0 A

Unicorn road to Edinburgh Road EB N-W SBR 100848 100854 10 6 4 66.67% 1.4 � 35.3 0.0 0.0 A

Edinburgh Road EB to Stanhope Road W-S EBR 100855 100850 8 13 -5 -37.66% 1.5 � 57.6 0.1 2.5 A

Edinburgh Road EB to Edinburgh Road WB W-SE EBT 100855 100853 20 20 0 -1.64% 0.1 � 57.6 0.1 12.5 B

Edinburgh Road EB to Unicorn road W-N EBL 100855 100842 0 1 -1 -100.00% 1.3 � 57.6 0.1 0.0 A

Edinburgh Road EB to Edinburgh Road EB W-W EBU 100855 100854 0 0 0 0.00% 0.0 � 57.6 0.1 0.0 A

All 0 0 455 478 -23 -4.81% - - 57.6 0.1 5.1 A

509 Queen Street Queen St to Alfred Road W-NE EBL 100039 100037 323 316 7 2.22% 0.4 � 67.6 10.6 27.3 C

Queen St to Bishop Crispian Way W-E EBT 100039 100855 28 34 -6 -17.65% 1.1 � 49.3 4.0 58.1 E

Alfred Road to Queen St NE-W WBT 97 100863 221 240 -19 -7.92% 1.3 � 201.8 14.1 38.4 D

Alfred Road to Anglesea Road NE-S WBR 100844 100862 662 776 -114 -14.69% 4.3 � 110.5 1.6 4.5 A

Bishop Crispian Way to Queen St E-W WBT 100857 100863 53 46 7 15.22% 1.0 � 58.3 5.8 49.8 D

Anglesea Road to Queen St S-W NBL 100859 100863 42 46 -4 -8.70% 0.6 � 99.9 0.9 23.3 C

Anglesea Road to Alfred Road S-NE NBR 100859 100037 1156 1270 -114 -8.98% 3.3 � 224.7 16.3 21.4 C

All 0 0 2484 2728 -244 -8.94% - - 224.7 7.6 20.3 C

510 St Michael's Gyratory St Paul's Road to Wiltshire Street S-E NBR 11 9 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Waltham St S-S NBU 11 10 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Guildhall Walk S-NE NBT 11 12 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Cambridge Road S-SW NBL 11 100883 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Hampshire Terrace S-S NBU 11 100889 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Winston churchill avenue S-E NBR 11 100902 0 0 0 0.00% 0.0 � 26.7 0.2 0.0 A

St Paul's Road to Anglesea Road S-N NBT 11 100859 103 105 -2 -1.90% 0.2 � 26.7 0.2 5.8 A

Cambridge Road to Wiltshire Street SW-E EBT 100882 9 0 0 0 0.00% 0.0 � 100.8 0.4 0.0 A

Cambridge Road to Waltham St SW-S EBR 100882 10 0 0 0 0.00% 0.0 � 100.8 0.4 0.0 A

Cambridge Road to Guildhall Walk SW-NE EBT 100882 12 6 6 0 0.00% 0.0 � 100.8 0.4 22.6 C

Cambridge Road to Cambridge Road SW-SW EBU 100882 100883 0 0 0 0.00% 0.0 � 100.8 0.4 0.0 A

Cambridge Road to Hampshire Terrace SW-S EBR 100882 100889 0 0 0 0.00% 0.0 � 100.8 0.4 0.0 A

Cambridge Road to Winston churchill avenue SW-E EBT 100882 100902 52 53 -1 -1.89% 0.1 � 100.8 0.4 22.0 C

Cambridge Road to Anglesea Road SW-N EBL 100882 100859 387 393 -6 -1.53% 0.3 � 100.8 0.4 8.7 A

Hampshire Terrace to Wiltshire Street S-E NBR 100888 9 0 0 0 0.00% 0.0 � 220.8 15.8 0.0 A

Hampshire Terrace to Waltham St S-S NBU 100888 10 0 0 0 0.00% 0.0 � 220.8 15.8 0.0 A

Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 9 9 0 0.00% 0.0 � 220.8 15.8 33.4 D

Hampshire Terrace to Cambridge Road S-SW NBL 100888 100883 5 5 0 0.00% 0.0 � 220.8 15.8 12.2 B

Hampshire Terrace to Hampshire Terrace S-S NBU 100888 100889 1 1 0 0.00% 0.0 � 220.8 15.8 11.2 B

Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 34 34 0 0.00% 0.0 � 220.8 15.8 31.6 D

Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 588 594 -6 -1.01% 0.2 � 220.8 15.8 21.8 C

Winston churchill avenue to Wiltshire Street E-E WBU 100907 9 6 6 0 0.00% 0.0 � 55.6 4.0 19.0 B

Winston churchill avenue to Waltham St E-S WBL 100907 10 29 30 -1 -3.33% 0.2 � 55.6 4.0 13.0 B

Winston churchill avenue to Guildhall Walk E-NE WBR 100907 12 4 4 0 0.00% 0.0 � 55.6 4.0 36.0 D

Winston churchill avenue to Cambridge Road E-SW WBT 100907 100883 91 95 -4 -4.21% 0.4 � 55.6 4.0 21.5 C

Winston churchill avenue to Hampshire Terrace E-S WBL 100907 100889 45 43 2 4.65% 0.3 � 55.6 4.0 13.9 B

Winston churchill avenue to Winston churchill avenue E-E WBU 100907 100902 8 9 -1 -11.11% 0.3 � 55.6 4.0 34.8 C

Winston churchill avenue to Anglesea Road E-N WBR 100907 100859 115 119 -4 -3.36% 0.4 � 55.6 4.0 20.2 C

Anglesea Road to Wiltshire Street N-E SBL 100869 9 21 29 -8 -27.59% 1.6 � 41.3 0.1 11.9 B

Anglesea Road to Waltham St N-S SBT 100869 10 0 1 -1 -100.00% 1.4 � 41.3 0.1 0.0 A

Anglesea Road to Guildhall Walk N-NE SBL 100869 12 52 62 -10 -16.13% 1.3 � 41.3 0.1 9.6 A

Anglesea Road to Cambridge Road N-SW SBR 100869 100883 141 172 -31 -18.02% 2.5 � 41.3 0.1 14.8 B

Anglesea Road to Hampshire Terrace N-S SBT 100869 100889 226 258 -32 -12.40% 2.1 � 41.3 0.1 11.3 B

Anglesea Road to Winston churchill avenue N-E SBL 100869 100902 56 68 -12 -17.65% 1.5 � 41.3 0.1 9.5 A

Anglesea Road to Anglesea Road N-N SBU 100869 100859 42 50 -8 -16.00% 1.2 � 41.3 0.1 16.4 C

All 0 0 2020 2146 -126 -5.87% - - 220.8 4.1 15.8 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 69 73 -4 -5.48% 0.5 � 90.8 5.6 48.0 D

Anglesea Road SB to Park Road N-W SBR 100862 100880 107 133 -26 -19.55% 2.4 � 151.0 12.8 51.6 D

Anglesea Road SB to Anglesea Road SB N-S SBT 100862 100865 547 643 -96 -14.93% 3.9 � 151.0 12.8 9.3 A

Anglesea Road to Park Road S-W NBL 100859 100880 21 21 0 0.00% 0.0 � 190.2 12.9 13.7 B

Anglesea Road to Anglesea Road S-N NBT 100859 100859 1165 1243 -78 -6.28% 2.2 � 190.2 12.9 12.7 B

All 0 0 1909 2113 -204 -9.65% - - 190.2 11.4 15.2 B

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 100681 101021 114 116 -2 -1.72% 0.2 � 68.5 4.5 26.6 C

Mile end Road SB to Princess Royal Road NE-W WBT 4 100682 1004 986 18 1.83% 0.6 � 183.1 26.7 32.0 C

Mile end Road NB to Princess Royal Road S-W NBL 3 100682 164 154 10 6.49% 0.8 � 60.8 2.3 12.7 B

Mile end Road NB to Mile end Road NB S-N NBT 100612 101021 2280 2510 -230 -9.16% 4.7 � 226.6 22.6 14.4 B

All 0 0 3561 3766 -205 -5.44% - - 226.6 14.0 19.7 B

0 NETWORK TOTALS All All 32771 35125 -2354 -6.70% - 100% 231.5 8.1 18.0 C

07

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26/09/2014 11:45 Node Evaluation Results_AM.xlsm

501 Rudmore Roundabout M275 SB to M275 NB NW-S SBT 101011 101011 2975 2912 63 2.16% 1.2 � 0.0 0.0 2.9 A


A2047 Kingston Cresent to Wharf Road E-W WBT 101211 101412 44 44 0 0.00% 0.0 � 82.2 20.0 11.6 B


A2047 Kingston Cresent to A2047 Kingston Cresent E-SE WBL 101211 101222 1 1 0 0.00% 0.0 � 82.2 20.0 18.8 C

A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 43 45 -2 -4.44% 0.3 � 82.2 20.0 29.0 D

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 446 450 -4 -0.89% 0.2 � 82.2 20.0 28.9 D

M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 326 305 21 6.89% 1.2 � 97.6 2.0 7.4 A

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 110 110 0 0.00% 0.0 � 97.6 2.0 10.0 B



M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 171 203 -32 -15.76% 2.3 � 97.6 2.0 10.0 A

A3 Twyford Avenue to Wharf Road NE-W WBT 101321 101412 40 37 3 8.11% 0.5 � 178.1 9.5 27.1 D

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 101321 101621 6 5 1 20.00% 0.4 � 178.1 9.5 25.3 D

A3 Twyford Avenue to M275 SB Service Road NE-NW WBR 101321 101711 261 259 2 0.77% 0.1 � 178.1 9.5 30.2 D

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBL 101321 101222 42 46 -4 -8.70% 0.6 � 178.1 9.5 20.0 C

A3 Twyford Avenue to M275 NB Service Road NE-S WBU 101321 1010121 304 314 -10 -3.18% 0.6 � 178.1 9.5 29.7 D

Wharf Road to Wharf Road W-W EBU 101531 101412 5 5 0 0.00% 0.0 � 40.9 0.8 38.0 E

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 19 20 -1 -5.00% 0.2 � 40.9 0.8 33.1 D




M275 NB Service Road to Wharf Road S-W NBL 101423 101412 124 123 1 0.81% 0.1 � 39.7 0.1 4.0 A


M275 NB Service Road to M275 SB Service Road S-NW NBT 101423 101711 80 86 -6 -6.98% 0.7 � 39.7 0.1 14.9 B

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 101423 101222 46 59 -13 -22.03% 1.8 � 39.7 0.1 23.6 C

M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 4 17 -13 -76.47% 4.0 � 39.7 0.1 18.0 C

All 0 0 8193 8238 -45 -1% - - 178.1 6.0 8.7 A


Mile End Road to Commercial Road N-S SBT 100613 100111 2418 2458 -40 -1.63% 0.8 � 164.4 16.7 15.3 B

Mile End Road to Church Street N-E SBL 100613 100311 591 584 7 1.20% 0.3 � 164.4 16.7 18.8 B



Hope Street to Commercial Road SW-S NBU 100641 100111 1 10 -9 -90.00% 3.8 � 22.9 0.2 73.7 E


Commercial Road to Mile End Road S-N NBT 100632 100612 366 361 5 1.39% 0.3 � 52.3 1.3 40.5 D


Commercial Road to Church Street S-E NBR 100632 100311 1 2 -1 -50.00% 0.8 � 52.3 1.3 41.2 D




All 0 0 5711 5927 -216 -3.64% - - 231.5 58.0 57.2 E


Cascade's Approach to Marketway WB S-E NBR 100826 100801 5 4 1 25.00% 0.5 � 13.0 0.3 21.0 C

Cascade's Approach to Marketway EB S-W NBL 100826 100825 10 11 -1 -9.09% 0.3 � 13.0 0.3 16.7 C

Marketway WB to Cascade's Approach NE-SW WBT 2 100827 110 127 -17 -13.39% 1.6 � 231.5 22.5 5.5 A

Marketway WB to Marketway WB NE-E WBL 2 100801 21 23 -2 -8.70% 0.4 � 231.5 22.5 18.9 C

Marketway WB to Marketway EB NE-W WBT 2 100825 1940 2036 -96 -4.72% 2.2 � 231.5 22.5 17.7 C




Marketway EB to Marketway WB SW-E EBT 100824 100801 142 107 35 32.71% 3.1 � 141.1 0.2 6.4 A


All 0 0 3916 4089 -173 -4.23% - - 231.5 6.3 11.5 B

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 100805 100113 13 13 0 0.00% 0.0 � 50.5 3.0 30.5 D

Commercial Road NB to Marketway S-W NBL 100805 1 12 13 -1 -7.69% 0.3 � 50.5 3.0 50.2 F

Commercial Road NB to Cornmill street S-SE NBR 100805 100808 5 6 -1 -16.67% 0.4 � 50.5 3.0 27.8 D

Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 37 38 -1 -2.63% 0.2 � 229.1 29.0 25.4 D

Commercial Road SB to Marketway N-W SBR 100111 1 2025 2080 -55 -2.64% 1.2 � 229.1 29.0 29.2 D

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 353 364 -11 -3.02% 0.6 � 229.1 29.0 20.0 C

Marketway to Commercial Road SB W-N EBL 100804 100113 73 43 30 69.77% 3.9 � 61.4 1.0 9.9 A

Marketway to Marketway W-W EBU 100804 1 0 0 0 0.00% 0.0 � 61.4 1.0 2.6 A



Cornmill street to Commercial Road SB E-N WBR 100806 100113 285 322 -37 -11.49% 2.1 � 171.9 19.8 31.0 D

Cornmill street to Marketway E-W WBT 100806 1 106 123 -17 -13.82% 1.6 � 171.9 19.8 34.0 D


All 0 0 2985 3088 -103 -3.34% - - 229.1 13.1 27.6 D

505 A2030 roundabout Lake Road NB to Lake Road NB SW-W NBL 100814 100818 0 2 -2 -100.00% 2.0 � 82.1 3.8 0.0 A

Lake Road NB to Cornmill street SW-NW EBL 100814 100806 75 77 -2 -2.60% 0.2 � 82.1 3.8 23.2 C





Lake Road SB to Lake Road NB E-W WBT 100817 100818 35 38 -3 -7.89% 0.5 � 231.4 8.4 13.4 B

Lake Road SB to Cornmill street E-NW WBT 100817 100806 319 368 -49 -13.32% 2.6 � 231.4 8.4 27.1 D


All 0 0 911 996 -85 -8.53% - - 231.4 4.5 14.3 B

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 4 4 0 0.00% 0.0 � 231.5 166.9 118.8 F

Lake Road SB to Holbrook Road NE-S WBR 100820 100821 212 225 -13 -5.78% 0.9 � 231.5 166.9 200.0 F

Lake Road SB to Church Street NE-NW WBR 100820 100313 66 74 -8 -10.81% 1.0 � 231.5 166.9 188.5 F

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 209 217 -8 -3.69% 0.5 � 231.5 166.9 193.7 F

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 175 210 -35 -16.67% 2.5 � 235.8 174.2 310.9 F


Holbrook Road to Church Street SE-NW NBT 100847 100313 477 544 -67 -12.32% 3.0 � 235.8 174.2 310.5 F

Holbrook Road to Lake Road NB SE-W NBL 100847 100817 151 179 -28 -15.64% 2.2 � 235.8 174.2 208.9 F

Church Street to Lake Road SB NW-E SBL 100311 100819 86 90 -4 -4.44% 0.4 � 171.1 11.4 43.2 E

Church Street to Holbrook Road NW-S SBT 100311 100821 444 470 -26 -5.53% 1.2 � 171.1 11.4 38.1 E


Church Street to Lake Road NB NW-W SBR 100311 100817 8 9 -1 -11.11% 0.3 � 171.1 11.4 99.9 F

Lake Road NB to Lake Road SB SW-E EBT 100816 100819 104 112 -8 -7.14% 0.8 � 223.6 11.1 19.2 C

Lake Road NB to Holbrook Road SW-S EBR 100816 100821 277 293 -16 -5.46% 0.9 � 223.6 11.1 20.1 C

Lake Road NB to Church Street SW-NW EBL 100816 100313 12 11 1 9.09% 0.3 � 223.6 11.1 32.3 D

Lake Road NB to Lake Road NB SW-W NBL 100816 100817 1 1 0 0.00% 0.0 � 223.6 11.1 13.4 B

All 0 0 2224 2439 -215 -8.82% - - 235.8 90.9 161.2 F

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 100837 100035 52 52 0 0.00% 0.0 � 28.9 3.0 42.6 D

Unicorn Road WB to Unicorn Road EB NW-S SBT 100837 100840 11 11 0 0.00% 0.0 � 37.4 3.1 57.6 E

Unicorn Road WB to Alfred Road NW-SW SBR 100837 100843 29 31 -2 -6.45% 0.4 � 37.4 3.1 62.2 E

Market Way to Unicorn Road WB NE-NW WBR 100825 100841 73 74 -1 -1.35% 0.1 � 224.8 24.9 64.5 E

Market Way to Unicorn Road EB NE-S WBU 100825 100840 310 336 -26 -7.74% 1.4 � 224.8 24.9 14.5 B

Market Way to Alfred Road NE-SW WBT 100825 100843 1581 1645 -64 -3.89% 1.6 � 224.8 24.9 25.9 C

Unicorn Road EB to Unicorn Road WB S-NW NBT 100851 100841 35 32 3 8.70% 0.5 � 92.3 14.6 51.5 D



Alfred Road to Unicorn Road WB SW-NW EBL 100037 100841 99 87 12 13.79% 1.2 � 225.7 37.5 21.6 C


All 0 0 3949 4087 -138.2 -3.38% - - 225.7 17.2 26.2 C

508 Stanhope Road Stanhope Road to Stanhope Road S-S NBU 100849 100850 0 3 -3 -100.00% 2.4 � 26.0 0.1 0.0 A






Edinburgh Road WB to Unicorn road E-N WBR 100852 100842 24 30 -6 -20.00% 1.2 � 76.3 0.4 13.7 B


Unicorn road to Stanhope Road N-S SBT 100848 100850 279 278 1 0.36% 0.1 � 47.1 0.0 1.2 A


Unicorn road to Unicorn road N-N SBU 100848 100842 0 0 0 0.00% 0.0 � 47.1 0.0 0.0 A

Unicorn road to Edinburgh Road EB N-W SBR 100848 100854 17 30 -13 -43.33% 2.7 � 47.1 0.0 2.1 A

Edinburgh Road EB to Stanhope Road W-S EBR 100855 100850 8 15 -7 -46.19% 2.0 � 41.0 0.1 11.3 B

Edinburgh Road EB to Edinburgh Road WB W-SE EBT 100855 100853 24 29 -5 -17.05% 1.0 � 41.0 0.1 12.6 B



All 0 0 613 660 -47 -7.12% - - 76.3 0.2 5.1 A



Alfred Road to Queen St NE-W WBT 97 100863 389 413 -24 -5.81% 1.2 � 230.8 90.7 86.7 F

Alfred Road to Anglesea Road NE-S WBR 100844 100862 1217 1279 -62 -4.85% 1.8 � 227.8 49.1 22.9 C

Bishop Crispian Way to Queen St E-W WBT 100857 100863 73 85 -12 -14.12% 1.4 � 106.4 9.2 58.9 E

Anglesea Road to Queen St S-W NBL 100859 100863 17 17 0 0.00% 0.0 � 8.7 0.2 20.3 C


All 0 0 3430 3574 -144 -4.03% - - 230.8 26.8 31.8 C







St Paul's Road to Anglesea Road S-N NBT 11 100859 185 184 1 0.54% 0.1 � 42.9 0.8 12.1 B

Cambridge Road to Wiltshire Street SW-E EBT 100882 9 3 4 -1 -25.00% 0.5 � 224.0 2.8 29.0 C



Cambridge Road to Cambridge Road SW-SW EBU 100882 100883 3 3 0 0.00% 0.0 � 224.0 2.8 33.5 C

Cambridge Road to Hampshire Terrace SW-S EBR 100882 100889 3 3 0 0.00% 0.0 � 224.0 2.8 30.8 C

Cambridge Road to Winston churchill avenue SW-E EBT 100882 100902 132 133 -1 -0.75% 0.1 � 224.0 2.8 27.4 C

Cambridge Road to Anglesea Road SW-N EBL 100882 100859 546 546 0 0.00% 0.0 � 224.0 2.8 14.4 B

Hampshire Terrace to Wiltshire Street S-E NBR 100888 9 1 2 -1 -50.00% 0.8 � 231.5 32.7 48.2 E


Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 13 15 -2 -13.33% 0.5 � 231.5 32.7 68.1 F

Hampshire Terrace to Cambridge Road S-SW NBL 100888 100883 16 14 2 14.29% 0.5 � 231.5 32.7 63.1 F

Hampshire Terrace to Hampshire Terrace S-S NBU 100888 100889 1 1 0 0.00% 0.0 � 231.5 32.7 26.4 D

Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 34 36 -2 -5.56% 0.3 � 231.5 32.7 67.1 F

Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 339 337 2 0.59% 0.1 � 231.5 32.7 52.6 F

Winston churchill avenue to Wiltshire Street E-E WBU 100907 9 5 5 0 0.00% 0.0 � 90.9 10.2 31.8 C

Winston churchill avenue to Waltham St E-S WBL 100907 10 50 48 2 4.17% 0.3 � 90.9 10.2 21.1 C

Winston churchill avenue to Guildhall Walk E-NE WBR 100907 12 10 11 -1 -9.09% 0.3 � 90.9 10.2 45.5 D

Winston churchill avenue to Cambridge Road E-SW WBT 100907 100883 178 175 3 1.71% 0.2 � 90.9 10.2 38.3 D

Winston churchill avenue to Hampshire Terrace E-S WBL 100907 100889 119 121 -2 -1.65% 0.2 � 90.9 10.2 30.4 C

Winston churchill avenue to Winston churchill avenue E-E WBU 100907 100902 23 24 -1 -4.17% 0.2 � 90.9 10.2 51.2 D

Winston churchill avenue to Anglesea Road E-N WBR 100907 100859 119 124 -5 -4.03% 0.5 � 90.9 10.2 38.4 D

Anglesea Road to Wiltshire Street N-E SBL 100869 9 45 49 -4 -8.16% 0.6 � 72.2 0.9 21.9 C

Anglesea Road to Waltham St N-S SBT 100869 10 0 1 -1 -100.00% 1.4 � 72.2 0.9 0.0 A

Anglesea Road to Guildhall Walk N-NE SBL 100869 12 79 93 -14 -15.05% 1.5 � 72.2 0.9 13.1 B

Anglesea Road to Cambridge Road N-SW SBR 100869 100883 268 279 -11 -3.94% 0.7 � 72.2 0.9 28.2 D

Anglesea Road to Hampshire Terrace N-S SBT 100869 100889 377 390 -13 -3.33% 0.7 � 72.2 0.9 22.1 C

Anglesea Road to Winston churchill avenue N-E SBL 100869 100902 92 114 -22 -19.30% 2.2 � 72.2 0.9 12.3 B

Anglesea Road to Anglesea Road N-N SBU 100869 100859 74 84 -10 -11.90% 1.1 � 72.2 0.9 30.9 D

All 0 0 2734 2813 -79 -2.81% - - 231.5 9.5 27.8 D

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 140 136 4 2.94% 0.3 � 94.1 11.8 52.4 D

Anglesea Road SB to Park Road N-W SBR 100862 100880 256 263 -7 -2.66% 0.4 � 234.7 65.1 111.8 F

Anglesea Road SB to Anglesea Road SB N-S SBT 100862 100865 944 1016 -72 -7.09% 2.3 � 234.7 65.1 26.6 C

Anglesea Road to Park Road S-W NBL 100859 100880 49 58 -9 -15.52% 1.2 � 225.5 12.8 14.3 B


All 0 0 2538 2699 -161 -5.97% - - 234.7 33.5 29.9 C

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 100681 101021 119 117 2 1.71% 0.2 � 91.3 5.7 28.7 C


Mile end Road NB to Princess Royal Road S-W NBL 3 100682 81 76 5 6.58% 0.6 � 41.9 0.5 7.0 A

Mile end Road NB to Mile end Road NB S-N NBT 100612 101021 2598 2678 -80 -2.99% 1.6 � 223.5 15.0 9.4 A

All 0 0 3244 3282 -38 -1.16% - - 223.5 8.3 13.2 B

0 NETWORK TOTALS All 40450 41892 -1442 -3.44% - 100% 235.8 21.3 32.3 D

08

:00

-09

:00



M275 NB to M275 SB S-NW SBT 101022 101022 1389 1162 227 19.54% 6.4 � 0.0 0.0 1.0 A

A2047 Kingston Cresent to Wharf Road E-W WBT 101211 101412 31 32 -1 -3.13% 0.2 � 81.9 9.6 8.6 A



A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 88 85 3 3.53% 0.3 � 81.9 9.6 19.0 C

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 349 349 0 0.00% 0.0 � 81.9 9.6 18.4 C


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 81 79 2 2.53% 0.2 � 96.8 1.7 9.5 A



M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 73 65 8 12.31% 1.0 � 96.8 1.7 8.8 A

A3 Twyford Avenue to Wharf Road NE-W WBT 101321 101412 25 24 1 4.17% 0.2 � 219.3 3.6 17.9 C

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 101321 101621 21 23 -2 -8.70% 0.4 � 219.3 3.6 19.8 C

A3 Twyford Avenue to M275 SB Service Road NE-NW WBR 101321 101711 128 125 3 2.40% 0.3 � 219.3 3.6 20.1 C

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBL 101321 101222 127 131 -4 -3.05% 0.4 � 219.3 3.6 15.4 C


Wharf Road to Wharf Road W-W EBU 101531 101412 4 4 0 0.00% 0.0 � 46.2 0.5 30.7 D



Wharf Road to A2047 Kingston Cresent W-SE EBT 101531 101222 10 11 -1 -9.09% 0.3 � 46.2 0.5 33.9 D

Wharf Road to M275 NB Service Road W-S WBR 101531 1010121 53 57 -4 -7.02% 0.5 � 46.2 0.5 33.7 D


M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 219 209 10 4.78% 0.7 � 21.5 0.0 10.6 B

M275 NB Service Road to M275 SB Service Road S-NW NBT 101423 101711 81 90 -9 -10.00% 1.0 � 21.5 0.0 7.1 A

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 101423 101222 51 54 -3 -5.56% 0.4 � 21.5 0.0 12.3 B

M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 14 32 -18 -56.25% 3.8 � 21.5 0.0 9.1 A

All 0 0 5881 5644 237 4% - - 219.3 2.9 7.3 A

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 104 101 3 2.97% 0.3 � 130.8 11.4 54.3 D

Mile End Road to Commercial Road N-S SBT 100613 100111 1846 1835 11 0.60% 0.3 � 130.8 11.4 12.3 B




Hope Street to Commercial Road SW-S NBU 100641 100111 8 21 -13 -61.90% 3.4 � 28.1 0.3 104.0 F


Commercial Road to Mile End Road S-N NBT 100632 100612 242 199 43 21.61% 2.9 � 37.1 0.4 39.2 D



Church Street to Mile End Road E-N WBR 100621 100612 493 391 102 26.09% 4.9 � 231.5 181.6 417.0 F



All 0 0 4257 4120 137 3.33% - - 231.5 45.7 65.3 E





Marketway WB to Marketway WB NE-E WBL 2 100801 43 46 -3 -6.52% 0.4 � 227.2 10.8 14.0 B

Marketway WB to Marketway EB NE-W WBT 2 100825 1501 1498 3 0.20% 0.1 � 227.2 10.8 13.6 B

Marketway EB to Cascade's Approach SW-SW EBU 100824 100827 34 34 0 0.00% 0.0 � 43.4 0.2 4.4 A





All 0 0 2867 2909 -42 -1.44% - - 227.2 3.2 9.0 A

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 100805 100113 6 7 -1 -14.29% 0.4 � 38.7 3.0 48.6 E

Commercial Road NB to Marketway S-W NBL 100805 1 13 13 0 0.00% 0.0 � 38.7 3.0 44.7 E

Commercial Road NB to Cornmill street S-SE NBR 100805 100808 9 8 1 12.50% 0.3 � 38.7 3.0 28.0 D

Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 52 54 -2 -3.70% 0.3 � 225.5 8.5 15.9 C

Commercial Road SB to Marketway N-W SBR 100111 1 1564 1560 4 0.26% 0.1 � 225.5 8.5 17.4 C

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 270 268 2 0.75% 0.1 � 225.5 8.5 11.5 B

Marketway to Commercial Road SB W-N EBL 100804 100113 65 71 -6 -8.45% 0.7 � 102.6 0.9 9.0 A




Cornmill street to Commercial Road SB E-N WBR 100806 100113 201 174 27 15.52% 2.0 � 173.4 9.0 17.9 C

Cornmill street to Marketway E-W WBT 100806 1 178 157 21 13.38% 1.6 � 173.4 9.0 17.1 C


All 0 0 2455 2420 35 1.45% - - 225.5 5.4 16.6 C


Lake Road NB to Cornmill street SW-NW EBL 100814 100806 89 85 4 4.71% 0.4 � 81.5 3.0 29.7 D

Lake Road NB to Lake Road SB SW-E EBT 100814 100816 90 90 0 0.00% 0.0 � 81.5 3.0 13.1 B

Cornmill street to Lake Road NB NW-W SBR 100808 100818 82 80 2 2.50% 0.2 � 82.6 1.8 7.6 A

Cornmill street to Cornmill street NW-NW SBU 100808 100806 1 0 1 0.00% 1.4 � 82.6 1.8 32.3 D


Lake Road SB to Lake Road NB E-W WBT 100817 100818 50 46 4 8.70% 0.6 � 231.5 15.3 28.6 D

Lake Road SB to Cornmill street E-NW WBT 100817 100806 289 246 43 17.48% 2.6 � 231.5 15.3 40.7 E


All 0 0 889 844 45 5.33% - - 231.5 6.7 22.3 C


Lake Road SB to Holbrook Road NE-S WBR 100820 100821 173 159 14 8.81% 1.1 � 231.5 84.7 129.5 F

Lake Road SB to Church Street NE-NW WBR 100820 100313 59 57 2 3.51% 0.3 � 231.5 84.7 123.2 F

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 207 198 9 4.55% 0.6 � 231.5 84.7 124.1 F

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 194 178 16 8.99% 1.2 � 235.9 72.0 139.8 F


Holbrook Road to Church Street SE-NW NBT 100847 100313 378 327 51 15.60% 2.7 � 235.9 72.0 149.0 F

Holbrook Road to Lake Road NB SE-W NBL 100847 100817 102 81 21 25.93% 2.2 � 235.9 72.0 124.2 F

Church Street to Lake Road SB NW-E SBL 100311 100819 79 80 -1 -1.25% 0.1 � 230.9 17.1 53.7 F

Church Street to Holbrook Road NW-S SBT 100311 100821 427 421 6 1.43% 0.3 � 230.9 17.1 45.0 E

Church Street to Church Street NW-NW SBU 100311 100313 1 1 0 0.00% 0.0 � 230.9 17.1 14.5 B

Church Street to Lake Road NB NW-W SBR 100311 100817 13 13 0 0.00% 0.0 � 230.9 17.1 48.5 E


Lake Road NB to Holbrook Road SW-S EBR 100816 100821 222 223 -1 -0.45% 0.1 � 231.5 12.9 22.5 C

Lake Road NB to Church Street SW-NW EBL 100816 100313 9 9 0 0.00% 0.0 � 231.5 12.9 21.0 C


All 0 0 2020 1905 115 6.04% - - 235.9 46.7 91.0 F

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 100837 100035 49 50 -1 -2.00% 0.1 � 34.3 2.3 35.3 D

Unicorn Road WB to Unicorn Road EB NW-S SBT 100837 100840 20 18 2 11.11% 0.5 � 27.4 2.5 40.4 D

Unicorn Road WB to Alfred Road NW-SW SBR 100837 100843 26 25 1 4.00% 0.2 � 27.4 2.5 43.0 D

Market Way to Unicorn Road WB NE-NW WBR 100825 100841 41 46 -5 -10.87% 0.8 � 223.2 10.9 51.1 D

Market Way to Unicorn Road EB NE-S WBU 100825 100840 346 331 15 4.53% 0.8 � 223.2 10.9 9.7 A

Market Way to Alfred Road NE-SW WBT 100825 100843 1192 1155 37 3.20% 1.1 � 223.2 10.9 20.0 C

Unicorn Road EB to Unicorn Road WB S-NW NBT 100851 100841 17 18 -1 -3.77% 0.2 � 65.5 9.2 42.9 D



Alfred Road to Unicorn Road WB SW-NW EBL 100037 100841 67 61 6 9.84% 0.8 � 167.0 13.6 16.1 B

Alfred Road to Market Way SW-NE EBT 100037 100035 942 977 -35 -3.58% 1.1 � 167.0 13.6 15.9 B

All 0 0 2841 2837 4.3333333 0.15% - - 223.2 7.9 19.6 B




Stanhope Road to Edinburgh Road EB S-W NBL 100849 100854 8 25 -17 -68.00% 4.2 � 23.9 0.1 16.8 C

Edinburgh Road WB to Stanhope Road E-S WBL 100852 100850 15 7 8 114.29% 2.4 � 72.7 0.5 11.8 B

Edinburgh Road WB to Edinburgh Road WB E-SE WBL 100852 100853 0 1 -1 -100.00% 1.4 � 72.7 0.5 0.0 A








Edinburgh Road EB to Edinburgh Road WB W-SE EBT 100855 100853 28 28 0 1.20% 0.1 � 42.7 0.2 13.4 B



All 0 0 639 634 5 0.79% - - 72.7 0.2 5.2 A



Alfred Road to Queen St NE-W WBT 97 100863 321 314 7 2.23% 0.4 � 234.3 42.6 61.8 E

Alfred Road to Anglesea Road NE-S WBR 100844 100862 933 888 45 5.07% 1.5 � 230.5 18.5 11.8 B

Bishop Crispian Way to Queen St E-W WBT 100857 100863 90 73 17 23.29% 1.9 � 102.0 11.0 59.7 E

Anglesea Road to Queen St S-W NBL 100859 100863 37 37 0 0.00% 0.0 � 75.9 0.5 12.8 B

Anglesea Road to Alfred Road S-NE NBR 100859 100037 773 811 -38 -4.69% 1.4 � 116.1 7.9 13.0 B

All 0 0 2427 2394 33 1.38% - - 234.3 13.3 22.7 C







St Paul's Road to Anglesea Road S-N NBT 11 100859 44 43 1 2.33% 0.2 � 17.3 0.1 8.2 A

Cambridge Road to Wiltshire Street SW-E EBT 100882 9 7 8 -1 -12.50% 0.4 � 96.8 1.2 22.3 C



Cambridge Road to Cambridge Road SW-SW EBU 100882 100883 0 0 0 0.00% 0.0 � 96.8 1.2 0.0 A


Cambridge Road to Winston churchill avenue SW-E EBT 100882 100902 122 117 5 4.27% 0.5 � 96.8 1.2 22.7 C

Cambridge Road to Anglesea Road SW-N EBL 100882 100859 252 255 -3 -1.18% 0.2 � 96.8 1.2 10.1 B

Hampshire Terrace to Wiltshire Street S-E NBR 100888 9 3 3 0 0.00% 0.0 � 225.2 12.4 29.2 D

Hampshire Terrace to Waltham St S-S NBU 100888 10 1 1 0 0.00% 0.0 � 225.2 12.4 20.0 C


Hampshire Terrace to Cambridge Road S-SW NBL 100888 100883 11 10 1 10.00% 0.3 � 225.2 12.4 17.6 C


Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 73 73 0 0.00% 0.0 � 225.2 12.4 38.4 E

Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 342 334 8 2.40% 0.4 � 225.2 12.4 24.3 C


Winston churchill avenue to Waltham St E-S WBL 100907 10 16 15 1 6.67% 0.3 � 62.9 6.7 16.2 B


Winston churchill avenue to Cambridge Road E-SW WBT 100907 100883 148 146 2 1.37% 0.2 � 62.9 6.7 31.3 C

Winston churchill avenue to Hampshire Terrace E-S WBL 100907 100889 102 104 -2 -1.92% 0.2 � 62.9 6.7 23.0 C

Winston churchill avenue to Winston churchill avenue E-E WBU 100907 100902 14 14 0 0.00% 0.0 � 62.9 6.7 42.4 D

Winston churchill avenue to Anglesea Road E-N WBR 100907 100859 84 82 2 2.44% 0.2 � 62.9 6.7 30.7 C

Anglesea Road to Wiltshire Street N-E SBL 100869 9 43 42 1 2.38% 0.2 � 79.4 0.9 18.7 C

Anglesea Road to Waltham St N-S SBT 100869 10 0 0 0 0.00% 0.0 � 79.4 0.9 0.0 A

Anglesea Road to Guildhall Walk N-NE SBL 100869 12 80 77 3 3.90% 0.3 � 79.4 0.9 13.5 B

Anglesea Road to Cambridge Road N-SW SBR 100869 100883 155 136 19 13.97% 1.6 � 79.4 0.9 22.7 C

Anglesea Road to Hampshire Terrace N-S SBT 100869 100889 343 316 27 8.54% 1.5 � 79.4 0.9 18.3 C

Anglesea Road to Winston churchill avenue N-E SBL 100869 100902 130 118 12 10.17% 1.1 � 79.4 0.9 11.6 B

Anglesea Road to Anglesea Road N-N SBU 100869 100859 49 48 1 2.08% 0.1 � 79.4 0.9 24.8 C

All 0 0 2104 2023 81 4.00% - - 225.2 4.3 21.3 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 129 132 -3 -2.27% 0.3 � 73.8 7.1 34.6 C

Anglesea Road SB to Park Road N-W SBR 100862 100880 152 136 16 11.76% 1.3 � 230.8 16.4 54.8 D

Anglesea Road SB to Anglesea Road SB N-S SBT 100862 100865 800 752 48 6.38% 1.7 � 230.8 16.4 9.9 A


Anglesea Road to Anglesea Road S-N NBT 100859 100859 677 716 -39 -5.45% 1.5 � 86.9 5.2 8.8 A

All 0 0 1811 1790 21 1.17% - - 230.8 10.0 15.1 B

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 100681 101021 132 133 -1 -0.75% 0.1 � 51.0 4.2 20.9 C



Mile end Road NB to Mile end Road NB S-N NBT 100612 101021 1702 1500 202 13.47% 5.0 � 160.7 6.2 7.4 A

All 0 0 2186 1939 247 12.74% - - 160.7 3.8 9.4 A

0 Network Total All 30378 29459 919 3.12% - 99% 235.9 11.9 26.3 D

Overall Total 103599 106476 -2877 -2.70% - 100% 235.9 13.8 26.0 D

09

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From To Direction Lower Upper Accept

Winston Churchill Avenue Anglesea Road Northbound 39 40 34 46 �

Anglesea Road Queen Street (NB) Northbound 118 186 119 252 �

Queen Street (NB) Cascade's Approach Northbound 185 263 181 345 �

Cascade's Approach Marketway Roundabout Northbound 212 301 210 391 �

Marketway Roundabout Mile End Roundabout Northbound 276 386 242 529 �

Mile End Roundabout Princess Royal Road Northbound 307 418 267 569 �

Princess Royal Road Rudmore Roundabout Northbound 365 488 326 648 �

Rudmore Roundabout Princess Royal Road Southbound 39 41 35 47 �

Princess Royal Road Mile End Roundabout Southbound 60 67 51 84 �

Mile End Roundabout Marketway Roundabout Southbound 92 107 79 134 �

Marketway Roundabout Cascade's Approach Southbound 127 135 105 164 �

Cascade's Approach Queen Street(SB) Southbound 185 211 162 258 �

Queen Street(SB) Anglesea Road Southbound 235 250 197 302 �

Anglesea Road Winston Churchill Avenue Southbound 250 265 208 322 �

92.9%















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92.9%

95.2%

Overall 0700-0800

Overall 0800-0900

Overall 0900-1000

Overall 0700-1000

Description

Average Limits 95% or 15%Weighted Model

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26/09/2014 11:48 Travel Time & Delay Summary_AM.xlsm

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Portsmouth AQMA - Corridor 1 - Network Performance 2013 AM Peak Existing Conditions by Random SeedAll Vehicles

Std Random Seed

Dev 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80

Remaining Vehicles in Network 590 23 595 617 569 576 573 607 617 612 570 570 581 554 615 631 575 571

Processed Vehicles 37912 49 37924 37939 37976 37902 37878 37906 37932 37931 37809 37919 37880 37966 37991 37831 37871 37934

Total Distance Travelled (mi) 106680 208 107091 106480 106706 106377 106712 106631 106761 107020 106442 106790 106610 106691 106902 106748 106469 106451

Total Travel Time (h) 2642.1 40.5 2621 2595 2674 2664 2686 2620 2637 2608 2673 2638 2650 2586 2593 2673 2736 2622

Total Network Delay (h) 943.6 41.8 917 897 974 969 986 923 937 906 979 938 952 886 891 974 1041 926

Average Travel Time (mins) 4.12 0.07 4.08 4.04 4.16 4.15 4.19 4.08 4.10 4.06 4.18 4.11 4.13 4.03 4.03 4.17 4.27 4.09

Average Delay Time (mins) 1.47 0.07 1.43 1.40 1.52 1.51 1.54 1.44 1.46 1.41 1.53 1.46 1.49 1.38 1.39 1.52 1.62 1.44

Total Stopped Delay (h) 467.3 21.7 458.5 441.0 481.4 476.0 481.4 458.3 460.3 450.9 508.8 465.8 459.2 447.0 439.8 484.0 511.5 452.5

Average Stopped Delay (s) 43.7 2.1 42.9 41.2 45.0 44.5 45.1 42.8 43.0 42.1 47.7 43.6 43.0 41.8 41.0 45.3 47.9 42.3

Number of Stops 76051.0 3704.1 74463 72607 79243 78483 79111 73893 75957 72505 77760 73832 77448 71178 71619 77658 85669 75390

Average Number of Stops 1.98 0.10 1.93 1.88 2.06 2.04 2.06 1.92 1.97 1.88 2.03 1.92 2.01 1.85 1.86 2.02 2.23 1.96

Average Network Speed (mph) 25.1 0.4 25.4 25.5 24.8 24.8 24.7 25.3 25.2 25.5 24.7 25.2 25.0 25.6 25.6 24.8 24.2 25.2

Rank (based on Avg Speed) 5 4 13 12 15 6 8 3 14 9 10 1 2 11 16 7

AverageMeasure

Network Performance Summary_AM.xlsm 26/09/201411:51

53


C. 2013 Existing PM Peak Model Output Results

Portsmouth AQMA - Corridor 1 - Existing Conditions 2013 PM Peak



501 Rudmore Roundabout M275 SB to M275 NB NW-S SBT 101011 101011 1957 1979 -22 -1.11% 0.5 � 235.8 1.0 2.1 A


A2047 Kingston Cresent to Wharf Road E-W WBT 101211 101412 2 2 0 0.00% 0.0 � 77.1 8.4 4.9 A





M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 110 109 1 0.92% 0.1 � 235.7 112.0 70.8 F

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 235 250 -15 -6.00% 1.0 � 235.7 112.0 157.5 F

M275 SB Service Road to M275 SB Service Road NW-NW SBU 101311 101711 30 28 2 7.14% 0.4 � 235.7 112.0 76.4 F

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 399 401 -2 -0.50% 0.1 � 235.7 112.0 95.8 F

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 41 49 -8 -16.33% 1.2 � 235.7 112.0 78.6 F


A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 101321 101621 9 7 2 28.57% 0.7 � 213.9 3.5 24.5 C


A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBL 101321 101222 131 132 -1 -0.76% 0.1 � 213.9 3.5 12.9 B

A3 Twyford Avenue to M275 NB Service Road NE-S WBU 101321 1010121 368 372 -4 -1.08% 0.2 � 213.9 3.5 20.3 C

Wharf Road to Wharf Road W-W EBU 101531 101412 0 0 0 0.00% 0.0 � 122.8 4.8 5.6 A

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 43 46 -3 -6.52% 0.4 � 122.8 4.8 45.8 E


Wharf Road to A2047 Kingston Cresent W-SE EBT 101531 101222 52 52 0 0.00% 0.0 � 122.8 4.8 54.6 F






M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 4 0 4 0.00% 2.8 � 148.6 5.2 28.0 D

All 0 0 8632 8814 -182 -2% - - 235.8 24.8 18.9 C

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 66 65 1 1.54% 0.1 � 236.0 16.8 63.7 E

Mile End Road to Commercial Road N-S SBT 100613 100111 1770 1821 -51 -2.80% 1.2 � 236.0 16.8 20.7 C

Mile End Road to Church Street N-E SBL 100613 100311 599 618 -19 -3.07% 0.8 � 236.0 16.8 21.4 C

Hope Street to Mile End Road SW-N NBT 100033 100612 1979 2086 -107 -5.13% 2.4 � 231.4 96.5 29.9 C





Commercial Road to Commercial Road S-S NBU 100632 100111 3 8 -5 -62.50% 2.1 � 71.8 3.3 66.7 E





All 0 0 5520 5773 -253 -4.38% - - 236.0 26.3 35.4 D


Cascade's Approach to Marketway WB S-E NBR 100826 100801 100 101 -1 -0.99% 0.1 � 43.0 2.0 13.0 B

Cascade's Approach to Marketway EB S-W NBL 100826 100825 45 45 0 0.00% 0.0 � 43.0 2.0 11.1 B



Marketway WB to Marketway EB NE-W WBT 2 100825 1451 1573 -122 -7.76% 3.1 � 224.5 6.5 12.0 B



Marketway WB to Marketway EB NE-W WBT 2 79 33 31 2 6.45% 0.4 � 76.4 0.0 6.0 A


Marketway EB to Marketway EB SW-W NBL 100824 100825 18 16 2 12.50% 0.5 � 29.3 0.3 7.4 A

All 0 0 3897 4140 -243 -5.87% - - 224.5 2.4 8.2 A




Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 22 22 0 0.00% 0.0 � 235.5 23.5 21.5 C

Commercial Road SB to Marketway N-W SBR 100111 1 1372 1460 -88 -6.03% 2.3 � 235.5 23.5 24.7 C

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 394 409 -15 -3.67% 0.7 � 235.5 23.5 35.4 E

Marketway to Commercial Road SB W-N EBL 100804 100113 191 211 -20 -9.48% 1.4 � 90.3 1.3 10.9 B

Marketway to Marketway W-W EBU 100804 1 2 5 -3 -60.00% 1.6 � 90.3 1.3 12.7 B

Marketway to Cornmill street W-SE EBT 100804 100808 114 116 -2 -1.72% 0.2 � 90.3 1.3 18.3 C

Cornmill street to Commercial Road NB E-SW WBT 100806 100807 3 8 -5 -62.50% 2.1 � 109.8 1.8 3.3 A

Cornmill street to Commercial Road SB E-N WBR 100806 100113 299 306 -7 -2.29% 0.4 � 124.0 5.2 12.7 B



All 0 0 2610 2745 -135 -4.92% - - 235.5 7.7 22.9 C




Cornmill street to Lake Road NB NW-W SBR 100808 100818 57 58 -1 -1.72% 0.1 � 92.5 6.4 25.5 D

Cornmill street to Cornmill street NW-NW SBU 100808 100806 3 8 -5 -62.50% 2.1 � 92.5 6.4 41.7 E

Cornmill street to Lake Road SB NW-E SBL 100808 100816 450 473 -23 -4.86% 1.1 � 92.5 6.4 25.9 D

Lake Road SB to Lake Road NB E-W WBT 100817 100818 27 25 2 8.00% 0.4 � 200.2 1.8 5.8 A

Lake Road SB to Cornmill street E-NW WBT 100817 100806 302 301 1 0.33% 0.1 � 200.2 1.8 7.7 A


All 0 0 1128 1156 -28 -2.42% - - 200.2 2.9 15.4 C

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 0 0 0 0.00% 0.0 � 161.1 20.0 0.0 A


Lake Road SB to Church Street NE-NW WBR 100820 100313 72 73 -1 -1.37% 0.1 � 161.1 20.0 34.4 D

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 178 176 2 1.14% 0.2 � 161.1 20.0 35.0 D

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 339 341 -2 -0.59% 0.1 � 226.5 14.6 21.1 C


Holbrook Road to Church Street SE-NW NBT 100847 100313 403 406 -3 -0.74% 0.1 � 226.5 14.6 20.4 C

Holbrook Road to Lake Road NB SE-W NBL 100847 100817 140 135 5 3.70% 0.4 � 226.5 14.6 6.6 A

Church Street to Lake Road SB NW-E SBL 100311 100819 64 71 -7 -9.86% 0.9 � 225.4 34.5 50.8 F

Church Street to Holbrook Road NW-S SBT 100311 100821 401 421 -20 -4.75% 1.0 � 225.4 34.5 48.6 E


Church Street to Lake Road NB NW-W SBR 100311 100817 14 15 -1 -6.67% 0.3 � 225.4 34.5 56.0 F

Lake Road NB to Lake Road SB SW-E EBT 100816 100819 239 258 -19 -7.36% 1.2 � 235.9 115.0 99.3 F

Lake Road NB to Holbrook Road SW-S EBR 100816 100821 298 310 -12 -3.87% 0.7 � 235.9 115.0 99.1 F

Lake Road NB to Church Street SW-NW EBL 100816 100313 11 10 1 10.00% 0.3 � 235.9 115.0 84.6 F


All 0 0 2318 2379 -61 -2.56% - - 235.9 46.0 46.6 E




Market Way to Unicorn Road WB NE-NW WBR 100825 100841 27 25 2 8.00% 0.4 � 219.5 11.1 52.2 D

Market Way to Unicorn Road EB NE-S WBU 100825 100840 262 275 -13 -4.73% 0.8 � 219.5 11.1 16.0 B


Unicorn Road EB to Unicorn Road WB S-NW NBT 100851 100841 13 14 -1 -9.30% 0.4 � 86.6 14.4 42.7 D





All 0 0 3983 4190 -207.3333 -4.95% - - 229.4 16.1 25.4 C

















All 0 0 717 747 -29.91667 -4.01% - - 47.6 0.2 5.5 A




Alfred Road to Anglesea Road NE-S WBR 100844 100862 1051 1129 -78 -6.91% 2.4 � 221.4 9.1 10.3 B

Bishop Crispian Way to Queen St E-W WBT 100857 100863 80 67 13 19.40% 1.5 � 84.1 8.6 51.9 D



All 0 0 3206 3408 -202 -5.93% - - 224.9 12.8 22.9 C







St Paul's Road to Anglesea Road S-N NBT 11 100859 104 105 -1 -0.95% 0.1 � 31.9 0.4 11.1 B

Cambridge Road to Wiltshire Street SW-E EBT 100882 9 3 3 0 0.00% 0.0 � 173.1 2.8 25.4 C









Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 12 12 0 0.00% 0.0 � 127.4 9.8 35.6 E


Hampshire Terrace to Hampshire Terrace S-S NBU 100888 100889 6 2 4 200.00% 2.0 � 127.4 9.8 36.9 E


Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 324 323 1 0.31% 0.1 � 127.4 9.8 25.3 D


Winston churchill avenue to Waltham St E-S WBL 100907 10 4 4 0 0.00% 0.0 � 68.6 10.0 19.1 B



Winston churchill avenue to Hampshire Terrace E-S WBL 100907 100889 86 81 5 6.17% 0.5 � 68.6 10.0 31.6 C






Anglesea Road to Cambridge Road N-SW SBR 100869 100883 173 192 -19 -9.90% 1.4 � 81.9 1.4 25.2 D

Anglesea Road to Hampshire Terrace N-S SBT 100869 100889 519 546 -27 -4.95% 1.2 � 81.9 1.4 21.2 C



All 0 0 2492 2573 -81 -3.15% - - 173.1 4.9 24.0 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 273 271 2 0.74% 0.1 � 120.1 24.5 56.5 E

Anglesea Road SB to Park Road N-W SBR 100862 100880 139 130 9 6.92% 0.8 � 225.4 22.2 56.0 E

Anglesea Road SB to Anglesea Road SB N-S SBT 100862 100865 916 999 -83 -8.31% 2.7 � 225.4 22.2 14.5 B



All 0 0 2344 2529 -185 -7.32% - - 225.4 17.9 20.8 C

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 100681 101021 1067 1067 0 0.00% 0.0 � 235.7 147.0 102.6 F



Mile end Road NB to Mile end Road NB S-N NBT 100612 101021 2954 3108 -154 -4.95% 2.8 � 225.4 51.7 20.8 C

All 0 0 4195 4338 -143 -3.30% - - 235.7 50.8 41.8 D

0 NETWORK TOTALS All All 41041 42792 -1751 -4.09% - 100% 236.0 15.8 25.3 D

16

:00

-17

:00

26/09/2014 11:59 Node Evaluation Results_PM.xlsm








M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 86 90 -4 -4.44% 0.4 � 235.7 140.0 121.1 F

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 295 300 -5 -1.67% 0.3 � 235.7 140.0 226.9 F


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 459 476 -17 -3.57% 0.8 � 235.7 140.0 145.4 F

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 22 39 -17 -43.59% 3.1 � 235.7 140.0 133.5 F



A3 Twyford Avenue to M275 SB Service Road NE-NW WBR 101321 101711 194 199 -5 -2.51% 0.4 � 134.6 3.9 21.5 C



Wharf Road to Wharf Road W-W EBU 101531 101412 0 0 0 0.00% 0.0 � 161.0 5.7 0.0 A

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 46 46 0 0.00% 0.0 � 161.0 5.7 49.7 E


Wharf Road to A2047 Kingston Cresent W-SE EBT 101531 101222 35 37 -2 -5.41% 0.3 � 161.0 5.7 56.0 F

Wharf Road to M275 NB Service Road W-S WBR 101531 1010121 74 74 0 0.00% 0.0 � 161.0 5.7 55.0 F


M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 470 483 -13 -2.69% 0.6 � 226.7 30.1 71.4 F

M275 NB Service Road to M275 SB Service Road S-NW NBT 101423 101711 78 109 -31 -28.44% 3.2 � 226.7 30.1 15.1 C


M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 5 0 5 0.00% 3.2 � 226.7 30.1 64.1 F

All 0 0 8494 8569 -75 -1% - - 235.7 35.6 28.6 D


Mile End Road to Commercial Road N-S SBT 100613 100111 2120 2119 1 0.05% 0.0 � 235.9 22.3 21.5 C

Mile End Road to Church Street N-E SBL 100613 100311 694 672 22 3.27% 0.8 � 235.9 22.3 26.5 C

Hope Street to Mile End Road SW-N NBT 100033 100612 1746 1848 -102 -5.52% 2.4 � 225.1 57.2 25.1 C







Church Street to Mile End Road E-N WBR 100621 100612 479 464 15 3.23% 0.7 � 215.2 47.2 92.6 F



All 0 0 5713 5838 -125 -2.14% - - 235.9 21.5 33.3 C


Cascade's Approach to Marketway WB S-E NBR 100826 100801 123 124 -1 -0.81% 0.1 � 82.8 7.9 38.7 E

Cascade's Approach to Marketway EB S-W NBL 100826 100825 41 40 1 2.50% 0.2 � 82.8 7.9 24.5 C









All 0 0 4052 4225 -173 -4.09% - - 231.4 6.7 11.7 B


Commercial Road NB to Marketway S-W NBL 100805 1 21 21 0 0.00% 0.0 � 38.4 3.5 33.0 D



Commercial Road SB to Marketway N-W SBR 100111 1 1760 1789 -29 -1.62% 0.7 � 231.5 23.4 28.7 D

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 404 414 -10 -2.42% 0.5 � 231.5 23.4 26.4 D



Marketway to Cornmill street W-SE EBT 100804 100808 103 124 -21 -16.94% 2.0 � 68.7 1.1 19.3 C


Cornmill street to Commercial Road SB E-N WBR 100806 100113 316 311 5 1.61% 0.3 � 175.3 16.6 24.5 C

Cornmill street to Marketway E-W WBT 100806 1 164 163 1 0.61% 0.1 � 175.3 16.6 24.5 C


All 0 0 2975 3070 -95 -3.09% - - 231.5 11.1 26.4 D


Lake Road NB to Cornmill street SW-NW EBL 100814 100806 208 216 -8 -3.70% 0.5 � 88.3 7.7 31.7 D


Cornmill street to Lake Road NB NW-W SBR 100808 100818 45 46 -1 -2.17% 0.1 � 91.6 5.5 23.4 C

Cornmill street to Cornmill street NW-NW SBU 100808 100806 6 12 -6 -50.00% 2.0 � 91.6 5.5 36.5 E

Cornmill street to Lake Road SB NW-E SBL 100808 100816 467 501 -34 -6.79% 1.5 � 91.6 5.5 22.4 C

Lake Road SB to Lake Road NB E-W WBT 100817 100818 20 18 2 11.11% 0.5 � 231.5 9.6 29.1 D

Lake Road SB to Cornmill street E-NW WBT 100817 100806 270 258 12 4.65% 0.7 � 231.5 9.6 35.9 E


All 0 0 1118 1156 -38 -3.29% - - 231.5 7.6 27.2 D

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 2 2 0 0.00% 0.0 � 224.7 24.5 31.7 D

Lake Road SB to Holbrook Road NE-S WBR 100820 100821 200 203 -3 -1.48% 0.2 � 224.7 24.5 35.1 E

Lake Road SB to Church Street NE-NW WBR 100820 100313 74 77 -3 -3.90% 0.3 � 224.7 24.5 37.4 E

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 148 143 5 3.50% 0.4 � 224.7 24.5 39.8 E

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 326 327 -1 -0.31% 0.1 � 224.9 8.9 20.4 C


Holbrook Road to Church Street SE-NW NBT 100847 100313 346 346 0 0.00% 0.0 � 224.9 8.9 20.6 C


Church Street to Lake Road SB NW-E SBL 100311 100819 86 83 3 3.61% 0.3 � 235.8 66.8 90.9 F

Church Street to Holbrook Road NW-S SBT 100311 100821 396 386 10 2.59% 0.5 � 235.8 66.8 85.1 F


Church Street to Lake Road NB NW-W SBR 100311 100817 13 13 0 0.00% 0.0 � 235.8 66.8 72.8 F

Lake Road NB to Lake Road SB SW-E EBT 100816 100819 209 217 -8 -3.69% 0.5 � 236.0 90.2 77.4 F

Lake Road NB to Holbrook Road SW-S EBR 100816 100821 351 377 -26 -6.90% 1.4 � 236.0 90.2 74.2 F

Lake Road NB to Church Street SW-NW EBL 100816 100313 13 12 1 8.33% 0.3 � 236.0 90.2 80.9 F

Lake Road NB to Lake Road NB SW-W NBL 100816 100817 1 1 0 0.00% 0.0 � 236.0 90.2 18.1 C

All 0 0 2288 2307 -19 -0.82% - - 236.0 47.6 51.1 F




Market Way to Unicorn Road WB NE-NW WBR 100825 100841 23 28 -5 -17.86% 1.0 � 222.7 19.9 36.0 D

Market Way to Unicorn Road EB NE-S WBU 100825 100840 352 350 2 0.57% 0.1 � 222.7 19.9 14.8 B





Alfred Road to Unicorn Road WB SW-NW EBL 100037 100841 18 20 -2 -10.00% 0.5 � 220.1 18.3 13.0 B

Alfred Road to Market Way SW-NE EBT 100037 100035 1627 1717 -90 -5.24% 2.2 � 220.1 18.3 13.2 B

All 0 0 4064 4189 -125 -2.98% - - 222.7 13.3 20.7 C

















All 0 0 744 766 -22.45714 -2.93% - - 68.3 0.3 4.8 A



Alfred Road to Queen St NE-W WBT 97 100863 358 372 -14 -3.76% 0.7 � 229.0 59.5 66.6 E

Alfred Road to Anglesea Road NE-S WBR 100844 100862 1357 1343 14 1.04% 0.4 � 224.9 20.3 14.4 B




All 0 0 3479 3581 -102 -2.85% - - 229.0 17.8 24.6 C





St Paul's Road to Hampshire Terrace S-S NBU 11 100889 2 0 2 0.00% 2.0 � 54.0 1.6 15.6 C


St Paul's Road to Anglesea Road S-N NBT 11 100859 142 143 -1 -0.70% 0.1 � 54.0 1.6 18.1 C




Cambridge Road to Cambridge Road SW-SW EBU 100882 100883 2 2 0 0.00% 0.0 � 109.4 2.0 36.9 D






Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 8 7 1 14.29% 0.4 � 186.7 12.5 46.1 E

Hampshire Terrace to Cambridge Road S-SW NBL 100888 100883 13 14 -1 -7.14% 0.3 � 186.7 12.5 21.4 C

Hampshire Terrace to Hampshire Terrace S-S NBU 100888 100889 6 1 5 500.00% 2.7 � 186.7 12.5 49.3 E

Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 51 52 -1 -1.92% 0.1 � 186.7 12.5 37.0 E

Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 302 306 -4 -1.31% 0.2 � 186.7 12.5 29.7 D



Winston churchill avenue to Guildhall Walk E-NE WBR 100907 12 23 23 0 0.00% 0.0 � 99.8 12.9 57.1 E


Winston churchill avenue to Hampshire Terrace E-S WBL 100907 100889 99 97 2 2.06% 0.2 � 99.8 12.9 40.3 D

Winston churchill avenue to Winston churchill avenue E-E WBU 100907 100902 9 8 1 12.50% 0.3 � 99.8 12.9 57.9 E


Anglesea Road to Wiltshire Street N-E SBL 100869 9 43 55 -12 -21.82% 1.7 � 75.1 1.7 28.3 D



Anglesea Road to Cambridge Road N-SW SBR 100869 100883 172 172 0 0.00% 0.0 � 75.1 1.7 32.5 D

Anglesea Road to Hampshire Terrace N-S SBT 100869 100889 735 726 9 1.24% 0.3 � 75.1 1.7 28.6 D

Anglesea Road to Winston churchill avenue N-E SBL 100869 100902 100 88 12 13.64% 1.2 � 75.1 1.7 10.2 B

Anglesea Road to Anglesea Road N-N SBU 100869 100859 117 119 -2 -1.68% 0.2 � 75.1 1.7 38.3 E

All 0 0 2726 2712 14 0.52% - - 186.7 6.1 29.2 D

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 229 226 3 1.33% 0.2 � 116.6 18.8 51.7 D

Anglesea Road SB to Park Road N-W SBR 100862 100880 174 162 12 7.41% 0.9 � 228.3 40.4 69.6 E

Anglesea Road SB to Anglesea Road SB N-S SBT 100862 100865 1184 1181 3 0.25% 0.1 � 228.3 40.4 19.9 B



All 0 0 2594 2704 -110 -4.07% - - 228.3 23.5 22.6 C

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 100681 101021 613 598 15 2.51% 0.6 � 224.0 50.0 49.5 D



Mile end Road NB to Mile end Road NB S-N NBT 100612 101021 2721 2804 -83 -2.96% 1.6 � 229.4 30.7 15.4 B

All 0 0 3501 3565 -64 -1.80% - - 229.4 21.2 21.8 C

0 NETWORK TOTALS All 41749 42682 -933 -2.19% - 100% 236.0 17.8 26.2 D

17

:00

-18

:00



M275 NB to M275 SB S-NW SBT 101022 101022 1474 1432 42 2.93% 1.1 � 0.0 0.0 0.9 A




A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 156 142 14 9.86% 1.1 � 74.6 4.9 12.8 B

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 336 313 23 7.35% 1.3 � 74.6 4.9 11.7 B

M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 153 148 5 3.38% 0.4 � 231.5 45.8 43.1 E

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 290 260 30 11.54% 1.8 � 231.5 45.8 87.0 F


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 460 442 18 4.07% 0.8 � 231.5 45.8 63.8 F

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 41 47 -6 -12.77% 0.9 � 231.5 45.8 47.4 E


A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 101321 101621 0 0 0 0.00% 0.0 � 192.8 4.1 0.0 A


A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBL 101321 101222 118 118 0 0.00% 0.0 � 192.8 4.1 11.7 B


Wharf Road to Wharf Road W-W EBU 101531 101412 2 2 0 0.00% 0.0 � 43.8 0.9 20.8 C




Wharf Road to M275 NB Service Road W-S WBR 101531 1010121 61 61 0 0.00% 0.0 � 43.8 0.9 34.8 D


M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 303 311 -8 -2.57% 0.5 � 89.3 0.3 15.6 C



M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 5 5 0 0.00% 0.0 � 89.3 0.3 11.3 B

All 0 0 6438 6266 172 3% - - 231.5 10.4 16.1 C

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 49 49 0 0.00% 0.0 � 128.4 11.9 57.4 E

Mile End Road to Commercial Road N-S SBT 100613 100111 1915 1881 34 1.81% 0.8 � 128.4 11.9 12.9 B






Commercial Road to Mile End Road S-N NBT 100632 100612 261 236 25 10.59% 1.6 � 26.9 0.4 34.1 C



Church Street to Mile End Road E-N WBR 100621 100612 364 356 8 2.25% 0.4 � 172.8 20.1 57.7 E

Church Street to Commercial Road E-S WBL 100621 100111 20 20 0 0.00% 0.0 � 172.8 20.1 52.8 D


All 0 0 4399 4418 -19 -0.43% - - 224.2 8.8 21.5 C


Cascade's Approach to Marketway WB S-E NBR 100826 100801 34 29 5 17.24% 0.9 � 46.2 0.8 18.5 C


Marketway WB to Cascade's Approach NE-SW WBT 2 100827 3 2 1 50.00% 0.6 � 203.9 7.6 4.7 A


Marketway WB to Marketway EB NE-W WBT 2 100825 1654 1669 -15 -0.90% 0.4 � 203.9 7.6 12.2 B






All 0 0 2964 3028 -64 -2.11% - - 203.9 2.3 8.3 A




Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 9 12 -3 -25.00% 0.9 � 162.0 6.5 14.2 B

Commercial Road SB to Marketway N-W SBR 100111 1 1566 1566 0 0.00% 0.0 � 162.0 6.5 16.6 C

Commercial Road SB to Cornmill street N-SE SBT 100111 100808 428 418 10 2.39% 0.5 � 162.0 6.5 11.4 B

Marketway to Commercial Road SB W-N EBL 100804 100113 93 83 10 12.05% 1.1 � 54.0 0.3 7.9 A


Marketway to Cornmill street W-SE EBT 100804 100808 88 93 -5 -5.38% 0.5 � 54.0 0.3 10.0 A


Cornmill street to Commercial Road SB E-N WBR 100806 100113 179 173 6 3.47% 0.5 � 67.4 2.5 12.9 B



All 0 0 2519 2509 10 0.40% - - 162.0 2.6 14.7 B



Lake Road NB to Lake Road SB SW-E EBT 100814 100816 59 59 0 0.00% 0.0 � 14.5 0.0 1.6 A


Cornmill street to Cornmill street NW-NW SBU 100808 100806 12 19 -7 -36.84% 1.8 � 15.9 0.4 4.5 A


Lake Road SB to Lake Road NB E-W WBT 100817 100818 8 9 -1 -11.11% 0.3 � 35.0 0.4 4.8 A



All 0 0 891 898 -7 -0.78% - - 35.0 0.3 3.6 A

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 4 4 0 0.00% 0.0 � 223.7 10.8 10.4 B

Lake Road SB to Holbrook Road NE-S WBR 100820 100821 204 201 3 1.49% 0.2 � 223.7 10.8 21.3 C

Lake Road SB to Church Street NE-NW WBR 100820 100313 51 51 0 0.00% 0.0 � 223.7 10.8 19.7 C

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 118 119 -1 -0.84% 0.1 � 223.7 10.8 24.5 C

Holbrook Road to Lake Road SB SE-E NBR 100847 100819 207 208 -1 -0.48% 0.1 � 109.2 1.4 8.8 A


Holbrook Road to Church Street SE-NW NBT 100847 100313 303 297 6 2.02% 0.3 � 109.2 1.4 8.1 A


Church Street to Lake Road SB NW-E SBL 100311 100819 53 53 0 0.00% 0.0 � 163.8 8.9 21.6 C

Church Street to Holbrook Road NW-S SBT 100311 100821 321 329 -8 -2.43% 0.4 � 163.8 8.9 21.9 C


Church Street to Lake Road NB NW-W SBR 100311 100817 3 3 0 0.00% 0.0 � 163.8 8.9 29.5 D

Lake Road NB to Lake Road SB SW-E EBT 100816 100819 156 156 0 0.00% 0.0 � 223.6 10.5 15.1 C

Lake Road NB to Holbrook Road SW-S EBR 100816 100821 380 377 3 0.80% 0.2 � 223.6 10.5 16.0 C

Lake Road NB to Church Street SW-NW EBL 100816 100313 4 4 0 0.00% 0.0 � 223.6 10.5 12.2 B

Lake Road NB to Lake Road NB SW-W NBL 100816 100817 1 1 0 0.00% 0.0 � 223.6 10.5 13.5 B

All 0 0 1882 1880 2 0.11% - - 223.7 7.9 15.8 C




Market Way to Unicorn Road WB NE-NW WBR 100825 100841 12 6 6 100.00% 2.0 � 217.8 2.9 17.1 B


Market Way to Alfred Road NE-SW WBT 100825 100843 1406 1388 18 1.30% 0.5 � 217.8 2.9 10.3 B

Unicorn Road EB to Unicorn Road WB S-NW NBT 100851 100841 2 2 0 0.00% 0.0 � 73.6 5.4 25.4 C

Unicorn Road EB to Market Way S-NE NBR 100851 100035 115 134 -19 -14.18% 1.7 � 73.6 5.4 31.5 C

Unicorn Road EB to Alfred Road S-SW NBL 100851 100843 25 29 -4 -13.79% 0.8 � 53.3 1.0 29.1 C

Alfred Road to Unicorn Road WB SW-NW EBL 100037 100841 7 8 -1 -12.50% 0.4 � 138.8 6.7 8.0 A

Alfred Road to Market Way SW-NE EBT 100037 100035 1092 1112 -20 -1.80% 0.6 � 138.8 6.7 8.7 A

All 0 0 2982 2998 -16 -0.53% - - 217.8 3.3 10.6 B






Edinburgh Road WB to Edinburgh Road WB E-SE WBL 100852 100853 0 1 -1 -100.00% 1.4 � 46.5 0.2 0.0 A


Edinburgh Road WB to Edinburgh Road EB E-W WBT 100852 100854 42 33 9 27.27% 1.5 � 46.5 0.2 13.3 B





Edinburgh Road EB to Stanhope Road W-S EBR 100855 100850 4 15 -11 -72.99% 3.5 � 30.8 0.0 17.0 C

Edinburgh Road EB to Edinburgh Road WB W-SE EBT 100855 100853 12 21 -9 -42.99% 2.2 � 30.8 0.0 9.6 A



All 0 0 523 554 -31 -5.60% - - 46.5 0.1 3.8 A


Queen St to Bishop Crispian Way W-E EBT 100039 100855 16 40 -24 -60.00% 4.5 � 42.7 2.0 53.4 D

Alfred Road to Queen St NE-W WBT 97 100863 317 310 7 2.26% 0.4 � 224.8 28.3 47.2 D

Alfred Road to Anglesea Road NE-S WBR 100844 100862 1128 1116 12 1.08% 0.4 � 223.7 5.9 7.9 A

Bishop Crispian Way to Queen St E-W WBT 100857 100863 59 64 -5 -7.81% 0.6 � 52.6 6.9 55.0 E



All 0 0 2641 2672 -31 -1.16% - - 224.8 8.4 17.4 B








Cambridge Road to Wiltshire Street SW-E EBT 100882 9 1 1 0 0.00% 0.0 � 77.9 1.0 15.7 B


Cambridge Road to Guildhall Walk SW-NE EBT 100882 12 16 16 0 0.00% 0.0 � 77.9 1.0 17.4 B



Cambridge Road to Winston churchill avenue SW-E EBT 100882 100902 131 127 4 3.15% 0.4 � 77.9 1.0 17.1 B

Cambridge Road to Anglesea Road SW-N EBL 100882 100859 220 228 -8 -3.51% 0.5 � 77.9 1.0 7.6 A



Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 10 11 -1 -9.09% 0.3 � 119.0 4.2 24.0 C



Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 53 52 1 1.92% 0.1 � 119.0 4.2 24.7 C







Winston churchill avenue to Winston churchill avenue E-E WBU 100907 100902 13 14 -1 -7.14% 0.3 � 53.0 8.6 43.3 D




Anglesea Road to Guildhall Walk N-NE SBL 100869 12 4 6 -2 -33.33% 0.9 � 80.7 1.0 7.2 A

Anglesea Road to Cambridge Road N-SW SBR 100869 100883 178 174 4 2.30% 0.3 � 80.7 1.0 24.0 C


Anglesea Road to Winston churchill avenue N-E SBL 100869 100902 70 80 -10 -12.50% 1.2 � 80.7 1.0 8.2 A


All 0 0 2165 2162 3 0.14% - - 119.0 3.0 20.7 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 192 191 1 0.52% 0.1 � 80.3 9.3 32.8 C

Anglesea Road SB to Park Road N-W SBR 100862 100880 217 196 21 10.71% 1.5 � 224.7 13.4 34.4 C




All 0 0 2020 2054 -34 -1.66% - - 224.7 9.5 13.5 B


Mile end Road SB to Princess Royal Road NE-W WBT 4 100682 67 64 3 4.69% 0.4 � 24.3 1.2 17.1 B



All 0 0 2090 2079 11 0.53% - - 106.1 3.4 9.0 A

0 Network Total All 31514 31518 -4 -0.01% - 100% 231.5 5.1 14.7 B

Overall Total 114304 116993 -2689 -2.30% - 100% 236.0 12.9 22.7 C

18

:00

-19

:00


From To DirectionObserved





ApproachNorthbound 196 285 143 426 �

Cascade's ApproachMarketway

RoundaboutNorthbound 227 320 169 471 �

Marketway RoundaboutMile End


Mile End RoundaboutPrincess Royal

RoadNorthbound 333 484 236 731 �



Rudmore RoundaboutPrincess Royal

RoadSouthbound 41 42 36 48 �

Princess Royal RoadMile End

RoundaboutSouthbound 65 70 58 82 �

Mile End RoundaboutMarketway


Marketway RoundaboutCascade's

ApproachSouthbound 154 157 125 190 �




AvenueSouthbound 302 318 256 379 �

100.0%

























100.0%

























100.0%

100.0%

Overall 1700-1800

Overall 1800-1900

Overall 1600-1900

DescriptionAverage Journey Times (secs) All Vehicles

Weighted

Model Average


Overall 1600-1700

26/09/2014 11:57 Travel Time & Delay Summary_PM.xlsm

0

100

200

300

400

500

600

Winston Churchill

Avenue


Approach

Marketway

Roundabout

Mile End

Roundabout

Princess Royal

Road

Avera

ge T

ravel T

ime (

sec)

Location


Modelled

Observed Average

0

100

200

300

400

500

600

Winston Churchill

Avenue


Approach

Marketway

Roundabout

Mile End

Roundabout

Princess Royal

Road

Av

era

ge T

arv

el T

ime (

sec)

Location

1700-1800 Northound Travel Time Comparison

Modelled

Observed Average

0

100

200

300

400

500

600

Winston Churchill

Avenue


Approach

Marketway

Roundabout

Mile End

Roundabout

Princess Royal

Road

Av

era

ge

Tra

ve

l T

ime

(se

c)

Location


Model Average

Observed Average

0

50

100

150

200

250

300

350

400

450

Rudmore

Roundabout

Princess Royal

Road

Mile End

Roundabout

Marketway

Roundabout

Cascade's

Approach


Av

era

ge

Tra

ve

l T

ime

(se

c)

Location


Modelled

Observed Average

0

50

100

150

200

250

300

350

400

450

Rudmore

Roundabout

Princess Royal

Road

Mile End

Roundabout

Marketway

Roundabout

Cascade's

Approach


Av

era

ge

Tra

ve

l T

ime

(se

c)

Location


Modelled Average

Observed Average

0

50

100

150

200

250

300

350

400

450

Rudmore

Roundabout

Princess Royal

Road

Mile End

Roundabout

Marketway

Roundabout

Cascade's

Approach


Av

era

ge

Tra

ve

l T

ime

(se

c)

Location


Model Average

Observed Average

Portsmouth AQMA - Corridor 1 - Network Performance 2013 PM Peak Existing Conditions by Random SeedAll Vehicles

Std Random Seed

Measure Average Dev 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80










Number of Stops 89170.9 9686.0 85994 103381 80760 89076 81994 82308 92610 81111 81794 89103 114735 79486 86897 100044 92153 85288




Network Performance Summary_PM.xlsm 26/09/201411:52

54


D. 2013 Existing Inter Peak Model Output Results

Portsmouth AQMA - Corridor 1 - Existing Conditions 2013 IP Peak





A2047 Kingston Cresent to Wharf Road E-W WBT 101211 101412 21 23 -2 -8.70% 0.4 � 78.2 5.9 7.2 A



A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 129 128 1 0.78% 0.1 � 78.2 5.9 14.6 B

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 300 303 -3 -0.99% 0.2 � 78.2 5.9 13.2 B

M275 SB Service Road to Wharf Road NW-W SBR 101311 101412 126 133 -7 -5.26% 0.6 � 141.2 4.6 7.0 A

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 111 105 6 5.71% 0.6 � 141.2 4.6 16.3 C

M275 SB Service Road to M275 SB Service Road NW-NW SBU 101311 101711 25 23 2 8.70% 0.4 � 141.2 4.6 7.3 A

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 224 230 -6 -2.61% 0.4 � 141.2 4.6 17.2 C

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 74 90 -16 -17.78% 1.8 � 141.2 4.6 13.0 B

A3 Twyford Avenue to Wharf Road NE-W WBT 101321 101412 22 23 -1 -4.35% 0.2 � 86.5 2.6 14.1 B





Wharf Road to Wharf Road W-W EBU 101531 101412 4 4 0 0.00% 0.0 � 85.0 2.5 52.5 F

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 21 20 1 5.00% 0.2 � 85.0 2.5 41.1 E





M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 263 283 -20 -7.07% 1.2 � 82.9 0.2 13.1 B



M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 4 0 4 0.00% 2.8 � 82.9 0.2 11.5 B

All 0 0 5230 5358 -128 -2% - - 141.2 2.9 7.7 A

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 113 111 2 1.80% 0.2 � 70.6 4.3 47.1 D

Mile End Road to Commercial Road N-S SBT 100613 100111 1454 1454 0 0.00% 0.0 � 70.6 4.3 7.2 A

Mile End Road to Church Street N-E SBL 100613 100311 403 398 5 1.26% 0.2 � 70.6 4.3 9.9 A

Hope Street to Mile End Road SW-N NBT 100033 100612 1110 1143 -33 -2.89% 1.0 � 103.6 7.9 9.1 A



Hope Street to Church Street SW-E NBR 100641 100311 54 47 7 14.89% 1.0 � 24.9 0.5 67.2 E


Commercial Road to Commercial Road S-S NBU 100632 100111 9 20 -11 -55.00% 2.9 � 29.5 0.7 54.5 D


Church Street to Mile End Road E-N WBR 100621 100612 238 234 4 1.71% 0.3 � 105.3 13.6 57.8 E

Church Street to Commercial Road E-S WBL 100621 100111 11 15 -4 -26.67% 1.1 � 105.3 13.6 55.2 E


All 0 0 3773 3909 -136 -3.48% - - 105.3 5.0 16.8 B



Cascade's Approach to Marketway EB S-W NBL 100826 100825 2 2 0 0.00% 0.0 � 19.8 0.2 25.6 D









All 0 0 2826 2947 -121 -4.11% - - 231.3 4.1 9.4 A


Commercial Road NB to Marketway S-W NBL 100805 1 19 17 2 11.76% 0.5 � 39.2 2.7 34.3 D



Commercial Road SB to Marketway N-W SBR 100111 1 1191 1218 -27 -2.22% 0.8 � 105.8 4.1 15.5 C




Marketway to Cornmill street W-SE EBT 100804 100808 182 182 0 0.00% 0.0 � 68.3 1.3 13.4 B


Cornmill street to Commercial Road SB E-N WBR 100806 100113 226 222 4 1.80% 0.3 � 103.1 3.3 11.7 B



All 0 0 2319 2369 -50 -2.11% - - 105.8 2.7 13.8 B










All 0 0 871 872 -1 -0.11% - - 70.1 1.1 5.0 A

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 100820 100819 0 1 -1 -100.00% 1.4 � 189.4 14.7 5.0 A


Lake Road SB to Church Street NE-NW WBR 100820 100313 55 58 -3 -5.17% 0.4 � 189.4 14.7 29.7 D

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 197 199 -2 -1.01% 0.1 � 189.4 14.7 30.8 D



Holbrook Road to Church Street SE-NW NBT 100847 100313 131 128 3 2.34% 0.3 � 44.0 0.8 6.3 A


Church Street to Lake Road SB NW-E SBL 100311 100819 57 60 -3 -5.00% 0.4 � 79.3 3.9 13.3 B

Church Street to Holbrook Road NW-S SBT 100311 100821 412 407 5 1.23% 0.2 � 79.3 3.9 13.8 B


Church Street to Lake Road NB NW-W SBR 100311 100817 3 3 0 0.00% 0.0 � 79.3 3.9 13.1 B



Lake Road NB to Church Street SW-NW EBL 100816 100313 9 9 0 0.00% 0.0 � 59.7 0.9 4.0 A


All 0 0 1613 1635 -22 -1.35% - - 189.4 5.1 13.6 B

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 100837 100035 373 376 -3 -0.80% 0.2 � 76.7 12.0 33.5 C



Market Way to Unicorn Road WB NE-NW WBR 100825 100841 175 166 9 5.42% 0.7 � 229.0 36.6 97.9 F

Market Way to Unicorn Road EB NE-S WBU 100825 100840 222 207 15 7.25% 1.0 � 229.0 36.6 15.2 B







All 0 0 3112 3160 -47.5 -1.50% - - 229.0 18.5 31.3 C














Edinburgh Road EB to Edinburgh Road WB W-SE EBT 100855 100853 27 28 -1 -3.57% 0.2 � 47.3 0.2 15.3 C



All 0 0 522 520 2 0.38% - - 47.3 0.2 5.4 A




Alfred Road to Anglesea Road NE-S WBR 100844 100862 758 755 3 0.40% 0.1 � 123.0 3.5 7.0 A


Anglesea Road to Queen St S-W NBL 100859 100863 25 27 -2 -7.41% 0.4 � 56.2 0.4 15.7 B


All 0 0 2273 2327 -54 -2.32% - - 192.2 8.1 19.3 B







St Paul's Road to Anglesea Road S-N NBT 11 100859 37 37 0 0.00% 0.0 � 15.8 0.1 9.5 A

Cambridge Road to Wiltshire Street SW-E EBT 100882 9 1 0 1 0.00% 1.4 � 88.8 2.0 9.5 A







Hampshire Terrace to Wiltshire Street S-E NBR 100888 9 1 1 0 0.00% 0.0 � 125.0 3.5 18.9 C



Hampshire Terrace to Cambridge Road S-SW NBL 100888 100883 20 20 0 0.00% 0.0 � 125.0 3.5 13.9 B



Hampshire Terrace to Anglesea Road S-N NBT 100888 100859 289 289 0 0.00% 0.0 � 125.0 3.5 16.6 C











Anglesea Road to Cambridge Road N-SW SBR 100869 100883 101 107 -6 -5.61% 0.6 � 65.4 0.8 22.2 C




All 0 0 1807 1812 -5 -0.28% - - 125.0 2.4 20.1 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 177 175 2 1.14% 0.2 � 92.6 9.4 33.8 C



Anglesea Road to Park Road S-W NBL 100859 100880 0 0 0 0.00% 0.0 � 63.6 5.0 0.0 A


All 0 0 1571 1626 -55 -3.38% - - 157.1 7.5 13.1 B


Mile end Road SB to Princess Royal Road NE-W WBT 4 100682 122 126 -4 -3.17% 0.4 � 38.2 2.5 20.2 C



All 0 0 2112 2218 -106 -4.78% - - 84.2 3.7 9.3 A

0 NETWORK TOTALS All All 28028 28753 -725 -2.52% - 100% 231.3 4.3 14.6 B

12

:00

-13

:00

26/09/2014 12:02 Node Evaluation Results_IP.xlsm






A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 101211 101621 130 134 -4 -2.99% 0.3 � 79.2 5.1 13.2 B

A2047 Kingston Cresent to M275 SB Service Road E-NW WBR 101211 101711 290 284 6 2.11% 0.4 � 79.2 5.1 12.4 B


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 101311 101621 90 92 -2 -2.17% 0.2 � 89.3 4.0 14.6 B

M275 SB Service Road to M275 SB Service Road NW-NW SBU 101311 101711 6 6 0 0.00% 0.0 � 89.3 4.0 6.1 A

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 101311 101222 232 233 -1 -0.43% 0.1 � 89.3 4.0 16.7 C

M275 SB Service Road to M275 NB Service Road NW-S SBT 101311 1010121 64 66 -2 -3.03% 0.2 � 89.3 4.0 12.4 B

A3 Twyford Avenue to Wharf Road NE-W WBT 101321 101412 23 24 -1 -4.17% 0.2 � 101.0 2.2 14.6 B





Wharf Road to Wharf Road W-W EBU 101531 101412 3 2 1 50.00% 0.6 � 69.4 1.5 39.2 E

Wharf Road to A3 Twyford Avenue W-NE EBT 101531 101621 19 20 -1 -5.00% 0.2 � 69.4 1.5 35.0 D

Wharf Road to M275 SB Service Road W-NW EBL 101531 101711 124 125 -1 -0.80% 0.1 � 69.4 1.5 28.0 D

Wharf Road to A2047 Kingston Cresent W-SE EBT 101531 101222 16 19 -3 -15.79% 0.7 � 69.4 1.5 38.7 E



M275 NB Service Road to A3 Twyford Avenue S-NE NBR 101423 101621 271 293 -22 -7.51% 1.3 � 27.1 0.0 12.3 B



M275 NB Service Road to M275 NB Service Road S-S NBU 101423 1010121 4 0 4 0.00% 2.8 � 27.1 0.0 9.1 A

All 0 0 5198 5321 -123 -2% - - 101.0 2.4 7.4 A

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 100613 100612 89 94 -5 -5.32% 0.5 � 71.4 3.7 45.8 D

Mile End Road to Commercial Road N-S SBT 100613 100111 1338 1337 1 0.07% 0.0 � 71.4 3.7 6.9 A

Mile End Road to Church Street N-E SBL 100613 100311 410 394 16 4.06% 0.8 � 71.4 3.7 9.8 A

Hope Street to Mile End Road SW-N NBT 100033 100612 1154 1189 -35 -2.94% 1.0 � 162.2 8.8 9.3 A



Hope Street to Church Street SW-E NBR 100641 100311 64 55 9 16.36% 1.2 � 35.7 0.6 69.5 E


Commercial Road to Commercial Road S-S NBU 100632 100111 3 10 -7 -70.00% 2.7 � 39.3 0.8 47.8 D


Church Street to Mile End Road E-N WBR 100621 100612 229 231 -2 -0.87% 0.1 � 93.6 12.5 54.5 D

Church Street to Commercial Road E-S WBL 100621 100111 14 19 -5 -26.32% 1.2 � 93.6 12.5 51.6 D


All 0 0 3726 3856 -130 -3.37% - - 162.2 4.7 16.9 B


Cascade's Approach to Marketway WB S-E NBR 100826 100801 2 4 -2 -50.00% 1.2 � 11.1 0.1 5.9 A

Cascade's Approach to Marketway EB S-W NBL 100826 100825 13 11 2 18.18% 0.6 � 11.1 0.1 7.2 A


Marketway WB to Marketway WB NE-E WBL 2 100801 14 14 0 0.00% 0.0 � 95.2 2.2 9.8 A







All 0 0 2832 2944 -112 -3.80% - - 95.2 0.7 6.1 A




Commercial Road SB to Commercial Road SB N-N SBU 100111 100113 40 45 -5 -11.11% 0.8 � 93.6 2.5 13.7 B

Commercial Road SB to Marketway N-W SBR 100111 1 1096 1109 -13 -1.17% 0.4 � 93.6 2.5 13.3 B




Marketway to Cornmill street W-SE EBT 100804 100808 186 182 4 2.20% 0.3 � 94.1 1.1 13.0 B


Cornmill street to Commercial Road SB E-N WBR 100806 100113 199 192 7 3.65% 0.5 � 36.7 1.2 7.5 A

Cornmill street to Marketway E-W WBT 100806 1 187 178 9 5.06% 0.7 � 36.7 1.2 7.9 A

Cornmill street to Cornmill street E-SE WBL 100806 100808 0 11 -11 -100.00% 4.7 � 36.7 1.2 0.0 A

All 0 0 2181 2246 -65 -2.89% - - 94.1 1.6 11.9 B



Lake Road NB to Lake Road SB SW-E EBT 100814 100816 55 55 0 0.00% 0.0 � 14.8 0.0 1.8 A







All 0 0 912 925 -13 -1.41% - - 40.3 0.9 3.9 A


Lake Road SB to Holbrook Road NE-S WBR 100820 100821 226 225 1 0.44% 0.1 � 231.5 60.0 60.2 F

Lake Road SB to Church Street NE-NW WBR 100820 100313 72 74 -2 -2.70% 0.2 � 231.5 60.0 63.8 F

Lake Road SB to Lake Road NB NE-W WBT 100820 100817 188 180 8 4.44% 0.6 � 231.5 60.0 62.7 F



Holbrook Road to Church Street SE-NW NBT 100847 100313 115 119 -4 -3.36% 0.4 � 58.4 1.1 7.2 A

Holbrook Road to Lake Road NB SE-W NBL 100847 100817 152 153 -1 -0.65% 0.1 � 58.4 1.1 4.5 A

Church Street to Lake Road SB NW-E SBL 100311 100819 73 71 2 2.82% 0.2 � 114.8 6.0 16.0 C

Church Street to Holbrook Road NW-S SBT 100311 100821 372 368 4 1.09% 0.2 � 114.8 6.0 16.2 C


Church Street to Lake Road NB NW-W SBR 100311 100817 8 8 0 0.00% 0.0 � 114.8 6.0 19.3 C



Lake Road NB to Church Street SW-NW EBL 100816 100313 12 12 0 0.00% 0.0 � 77.8 2.4 6.0 A


All 0 0 1807 1821 -14 -0.77% - - 231.5 17.4 24.2 C

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 100837 100035 281 290 -9 -3.10% 0.5 � 57.7 10.0 33.0 C

Unicorn Road WB to Unicorn Road EB NW-S SBT 100837 100840 9 11 -2 -18.18% 0.6 � 59.0 4.4 32.0 C


Market Way to Unicorn Road WB NE-NW WBR 100825 100841 91 84 7 8.33% 0.7 � 172.1 2.7 54.4 D


Market Way to Alfred Road NE-SW WBT 100825 100843 935 936 -1 -0.11% 0.0 � 172.1 2.7 14.4 B






All 0 0 2971 3018 -46.8 -1.55% - - 180.9 8.8 21.5 C

















All 0 0 536 545 -9 -1.65% - - 44.8 0.1 5.3 A



Alfred Road to Queen St NE-W WBT 97 100863 261 254 7 2.76% 0.4 � 148.1 15.1 36.8 D

Alfred Road to Anglesea Road NE-S WBR 100844 100862 722 729 -7 -0.96% 0.3 � 124.9 2.2 5.0 A




All 0 0 2324 2393 -69 -2.88% - - 148.1 7.3 17.9 B









Cambridge Road to Waltham St SW-S EBR 100882 10 1 1 0 0.00% 0.0 � 98.7 1.9 12.5 B

Cambridge Road to Guildhall Walk SW-NE EBT 100882 12 15 16 -1 -6.25% 0.3 � 98.7 1.9 23.8 C

Cambridge Road to Cambridge Road SW-SW EBU 100882 100883 2 3 -1 -33.33% 0.6 � 98.7 1.9 33.0 C




Hampshire Terrace to Wiltshire Street S-E NBR 100888 9 1 1 0 0.00% 0.0 � 148.5 6.6 29.3 D


Hampshire Terrace to Guildhall Walk S-NE NBT 100888 12 14 15 -1 -6.67% 0.3 � 148.5 6.6 30.3 D



Hampshire Terrace to Winston churchill avenue S-E NBR 100888 100902 81 82 -1 -1.22% 0.1 � 148.5 6.6 32.3 D


Winston churchill avenue to Wiltshire Street E-E WBU 100907 9 3 4 -1 -25.00% 0.5 � 54.9 6.1 18.4 B










Anglesea Road to Cambridge Road N-SW SBR 100869 100883 118 131 -13 -9.92% 1.2 � 67.2 0.5 23.4 C



Anglesea Road to Anglesea Road N-N SBU 100869 100859 33 37 -4 -10.81% 0.7 � 67.2 0.5 24.9 C

All 0 0 1897 1913 -16 -0.84% - - 148.5 3.0 20.8 C

511 Park Road Park Road to Anglesea Road W-N EBL 100879 100859 242 243 -1 -0.41% 0.1 � 110.1 14.0 35.3 D



Anglesea Road to Park Road S-W NBL 100859 100880 0 0 0 0.00% 0.0 � 73.7 5.9 0.0 A


All 0 0 1683 1734 -51 -2.94% - - 150.5 7.9 13.5 B





All 0 0 2148 2241 -93 -4.15% - - 114.4 3.5 9.0 A

0 NETWORK TOTALS All 28215 28957 -742 -2.56% - 100% 231.5 4.5 13.5 B

Overall Total 56243 57709 -1466 -2.54% - 100% 231.5 4.4 14.1 B

13

:00

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26/09/2014 12:02 Node Evaluation Results_IP.xlsm

From To DirectionObserved







Marketway RoundaboutChurch Street


Church Street Roundabout Princess Royal Road Northbound 303 479 314 641 �





Church Street RoundaboutMarketway







78.6%






Marketway RoundaboutChurch Street


Church Street Roundabout Princess Royal Road Northbound 303 549 323 775 �





Church Street RoundaboutMarketway







76.9%

78.6%

Overall 1300-1400

Overall 1200-1400

DescriptionAverage Journey Times (secs) All Vehicles

Weighted Model

Average


Overall 1200-1300

26/09/2014 12:00 Travel Time & Delay Summary_IP.xlsm

0

100

200

300

400

500

600

700



MarketwayRoundabout


Princess RoyalRoad

Avera

ge T

ravel T

ime (

sec)

Location


Modelled

Observed Average

0

100

200

300

400

500

600

700



MarketwayRoundabout


Princess RoyalRoad

Av

era

ge T

rav

el T

ime (

sec)

Location


Modelled

Observed Average

0

50

100

150

200

250

300

RudmoreRoundabout

Princess RoyalRoad


MarketwayRoundabout

Cascade'sApproach


Avera

ge T

ravel T

ime (

sec)

Location


Modelled

Observed Average

0

50

100

150

200

250

300

RudmoreRoundabout

Princess RoyalRoad


MarketwayRoundabout

Cascade'sApproach


Av

era

ge T

rav

el T

ime (

sec)

Location


Modelled Average

Observed Average

Portsmouth AQMA - Corridor 1 - Network Performance 2013 Inter Peak Existing Conditions by Random SeedAll Vehicles

Std Random Seed

Measure Average Dev 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80










Number of Stops 38191.1 1068.3 37899 38153 36798 39887 37914 38900 37408 37952 37084 37959 37574 40658 37469 37226 39368 38809




Network Performance Summary_IP.xlsm 26/09/201412:02

55


E. Rudmore Roundabout and Marketway Bus Lane Drawings

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

6

6

6

6

6

4

4

4

4

3

3

3

3

4

4

4

3

3

3

3

6

6

6

6

6

4

4

4

4

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

3

3

3

1

1

1

1

1

3

3

3

3

3

3

3

3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5

5

5

5

5

5

5

5

5

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1 1

PE

2 2

3 3

4 4

5 5

CUT LINE

A

A

CONTROLLER 2

CONTROLLER 1

B

A

C

D

B

CA

D

CONTROLLER 1 PHASES

CONTROLLER 2 PHASES

F

E

MOVA Loop General Spacing

Dimensions in metres

1 2

C

B

3

ALL RED

METHOD OF CONTROL STREAM 1

CONTROLLER 1

B

D

A

D

4

DUMMY G

5 6 7


CONTROLLER 1

E

F

ALL RED

1 2

B

3

ALL RED


CONTROLLER 2

A

DUMMY E

4 5

C

6

ALL RED

METHOD OF

CONTROLLER 2

D

DUMMY F

CONTROL STREAM 2

REFER TO DRAWING

461757-M275-1200-003

Halcrow Group Limited

www.halcrow.com

Elms House, 43 Brook Green, London, W6 7EF

Tel +44 (0)20 3479 8000 Fax +44 (0)20 3479 8001

A

This drawing is to be read in conjunction with the General Layout

Series which provides a cross reference between the drawings

and the Designer's Health and Safety Risk Assessment(s) and

identifies those areas of Significant Residual Risk

Significant Residual Risks

Reproduced by permission of Ordnance Survey on behalf of

HMSO. Crown copyright and database right 2012. All rights

reserved. Ordnance Survey Licence number:

RUDMORE ROUNDABOUT

TRAFFIC SIGNAL DESIGN

SHEET 1 OF 4

M275 TIPNER INTERCHANGE

XXXXXXXXXX

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

4

4

4

6

6

6

6

6

4

4

4

4

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

3

1

1 1

PE

2 2

3 3

4 4

5 5

MOVA Loop General Spacing

Dimensions in metres

B

A

C

D

B

CA

D

CONTROLLER 1 PHASES CONTROLLER 2 PHASES

CUT LINE

A

A

F

E

5 6 7


CONTROLLER 1

E

F

ALL RED

1 2

C

B

3

ALL RED


CONTROLLER 1

B

D

A

D

4

DUMMY E

REFER TO DRAWING

461757-M275-1200-002

Halcrow Group Limited

www.halcrow.com

Elms House, 43 Brook Green, London, W6 7EF

Tel +44 (0)20 3479 8000 Fax +44 (0)20 3479 8001

A

This drawing is to be read in conjunction with the General Layout

Series which provides a cross reference between the drawings

and the Designer's Health and Safety Risk Assessment(s) and

identifies those areas of Significant Residual Risk

Significant Residual Risks

Reproduced by permission of Ordnance Survey on behalf of

HMSO. Crown copyright and database right 2012. All rights

reserved. Ordnance Survey Licence number: 100019671.

RUDMORE ROUNDABOUT

TRAFFIC SIGNAL DESIGN

SHEET 2 OF 4

M275 TIPNER INTERCHANGE

FOR CONSTRUCTION

NOTES

1) All roadmarkings are to be removed by an

appropriate method, suitable for the existing

carriageway type. Contractor is to ensure that

they allow for this in their rate buildup.

2) All road markings and signs to comply with

The Traffic Signs Regulations and General

Directions 2002 and subsequent amendments in

2011.

3) Please refer to the lining schedules for further

details of road marking sizes as appropriate.

4) The location of line markings and signs are to

be confirmed by site engineer prior to installation.

KEY

M1

RM2

New road marking or existing road

markings to be refreshed.

Existing road marking to be removed

New road layout ahead sign position

to be confirmed with site engineer

prior to installation.

Red antiskid (min SRV 65) 5m length

across width of bus lane

new road layout ahead sign -

location to be confirmed with site

engineer prior to installation

4.0m

3.5m

End of bus lane to be moved

60m back from stop line.

M1

M1

M1

M2

M2

M2

M2

M2

M3

M17

M4

M6

M6

M8

RM1

RM2

RM3

RM4

RM7

RM7

RM7

RM7

M15

M15

M15

M13

M13

M12

M12

M12

M14

M14

M14

M9

M9

M4

M17

ORDNANCE SURVEY COPY RIGHT

Based or reproduced from the 2008

Ordnance Survey 1/1000 base with the

permission of HMSO crown copyright

reserved. License No. LA-100019671

This is a C.A.D. drawing and may only be modified by hand in accordance with QA Procedure

Notify C.A. of any discrepancies before ordering materials.

All dimensions to be checked on site prior to

commencement of any work

*** DO NOT SCALE FROM THIS DRAWING***

NOTE:

PCC A1 FRAME

TRANSPORT AND ENVIRONMENT SERVICE

MILE END ROAD

LANE IMPROVEMENTS

SIGNING AND

ROAD MARKINGS

HWI871/4001B

EB/YV EB YV

March 2014 NOT TO SCALE

*

A 24.3.14 Addition of BUS LANE markings and Red Antiskid (EB)

B 24.3.14 Addition of EXCEPT BUSES markings (EB)

&

C

A

R

P

A

R

K

S

L

A

N

E

B

U

S

L

A

N

E

B

U

S

4.0m

3.5m

3.5m

3.5m

4.0m

4.0m

3.5m

3.5m

Existing hatching to Diagram no. 1040.3 to be

removed.

End of bus lane to be moved

60m back from stop

line.Diagram no. 1050.

(5550mm long.)

4.3m

3.8m

3.8m

3.1m

3.4m

Existing kerb and 600mm wide

concrete block edge strip to be taken

up and relocated to new position as

indicated.

Road widths modified to

allow sufficient space for

buses to use inside lane.

L

A

N

E

B

U

S

3.6m

3.4m

3.4m


removed.


refreshed.

Existing guidance markings may

require slight adjustment.

Direction arrow to Diagram no. 1038, to be modified.

Bus lane line to Diagram no. 1049 to be

removed and replaced with intermittent

lane marking to Diagram no.1004(4m

line,2m gap.)

B

U

S

E

S

&

C

A

R

P

A

R

K

S

Diagram no. 1048.(1600mm high.)



Diagram no. 1050.(5550mm long.)

Existing manhole cover and frame to

be lowered to new carriageway level

and replaced with D400 grade to BS

EN 124.

Existing double headed traffic signal

pole to be relocated. New NAL socket

will be required and ducted to existing

adjacent chamber.


Diagram no. 1049.(250mm width.)

Diagram no. 1038(4m long)








2 no. Diagram no. 1038(4m long) arrows.

2 no. Diagram no. 1038(4m long)



(Please note; 1 no. Diagram no. 1038 and 1 no.

Diagram no. 1050 arrows are to be removed at

the same location.)

Diagram no. 1001(200mm width) to be refreshed

and extended.

Existing wording and arrow marking to be

removed.

15m

15m

10m

Existing lane markings to Diagram no. 1004

and lane destination arrows to Diagram no.

1038 to be removed and repainted to suit new

carriageway width as shown.

Existing road gully cover and frames to

be taken up and disposed to tip off site.

(See also Note 6)

Existing road gully cover and frame to

be taken up and disposed to tip off site.

(See also Note 6)

Diagram no. 1001(200mm width) to be refreshed

and extended.

Diagram no. 1004(4m long and 2m gap)

B

U

S

E

S

B

U

S

E

S

&

C

A

R

P

A

R

K

S

10m

Diagram no. 1049.(250mm width.) To be

overlaid over existing lane marking.

Diagram no. 1049.(250mm width.) To be

overlaid over existing lane marking.

Existing wording and arrow marking to be

removed.




Existing direction sign to be removed.

Approximate area 1sqm.

Diagram no. 1050.(5550mm long.)



Diagram no. 1050.(5550mm long.) Set back

30m from giveway.

15m

Red coloured surfacing. Calcined

bauxite or similar approved. (Minimum

PSV 60)

KEY

Carriageway Construction to consist of;

Surface Course: 40mm thk SMA 14 surf

100/150 pen(MIN PSV 68) on,

Binder Course: 60mm thk AC 20 dense bin

100 / 150 pen on,

Upper Base Course: 150mm thk AC32

dense base 100 /150 pen on,

Lower Base Course: 250mm thk AC32

dense base 100 /150 pen on,

Sub-base: 250mm thk Type 1 to Clause

803

ORDNANCE SURVEY COPY RIGHT

Based or reproduced from the 2008

Ordnance Survey 1/1000 base with the

permission of HMSO crown copyright

reserved. License No. LA-100019671

This is a C.A.D. drawing and may only be modified by hand in accordance with QA Procedure

Notify C.A. of any discrepancies before ordering materials.

All dimensions to be checked on site prior to

commencement of any work

*** DO NOT SCALE FROM THIS DRAWING***

NOTE:

PCC A1 FRAME

TRANSPORT AND ENVIRONMENT SERVICE

TIPNER BUS LANE

EXTENSION

DESIGN

HWI848/4001B

PR/SB PR SB/PR

August 2013 1:1000 @A1

*

A 29-08-2013

NOTES

1) The proposed carriageway widening construction

depths will need to be determined on site but for the

purposes of pricing it is assumed a construction

similar to that shown within the key would be used.

2) Where the carriageway widening is less than

1000mm then the sub-base and base course will be

substituted for mix ST1 concrete.

3) At the intersection of the widening , both the binder

and surface courses will need to be cut back into the

existing construction by a minimum of 300mm.

4) All road markings to comply with The Traffic Signs

Regulations and General Directions 2002 and

Amendments issued in 2011.

5) All new road markings are to be painted in white

thermoplastic screed.

6) New precast concrete gully pots Type 1T are to be

located adjacent to the new kerbline at suitable

positions, to replace the existing which are now

redundant. They are to be connected to the existing

150mm Ø pipework. The contractor is to include in

their rates for D400 grade, to BS EN 124, cover and

frames.

Notes and further details added to enable drawing to be used

for pricing.

B 29-08-2013

Bus lane markings added to Marketway.

56


F. 2013 AM Peak Comparison Results

Portsmouth AQMA - Corridor 1 - 2013 AM Peak Comparison

Time Node Description Direction Movement Base DM DS1 DS2 Base DM DS1 DS2 Base DM DS1 DS2 Base DM DS1 DS2 Base DM DS1 DS2

501 Rudmore Roundabout M275 SB to M275 SB NW-S SBT 2606 2715 2715 2713 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 1.9 2.0 1.9 A A A A

M275 NB to M275 NB S-NW NBT 2006 1965 1963 1964 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 1.7 1.7 1.8 A A A A

A2047 Kingston Cresent to Wharf Road E-W WBT 47 70 69 69 84.7 234.6 224.9 178.8 17.6 15.9 16.7 15.5 10.6 20.1 21.2 19.9 B C C C

A2047 Kingston Cresent to M275 SB Service Road E-S WBL 35 48 48 48 84.7 234.6 224.9 178.8 17.6 15.9 16.7 15.5 2.5 11.7 12.4 11.6 A B B B

A2047 Kingston Cresent to A2047 Kingston Cresent E-SE WBL 0 0 0 0 84.7 234.6 224.9 178.8 17.6 15.9 16.7 15.5 0.0 0.0 0.0 0.0 A A A A

A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 11 20 20 20 84.7 234.6 224.9 178.8 17.6 15.9 16.7 15.5 31.4 34.2 35.1 34.7 D D E D

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 375 534 532 533 84.7 234.6 224.9 178.8 17.6 15.9 16.7 15.5 29.7 35.8 37.7 35.9 D E E E

M275 SB Service Road to Wharf Road NW-W SBR 469 474 473 473 49.3 95.3 95.3 96.7 0.2 9.3 9.2 9.3 5.7 16.7 16.7 16.6 A B B B

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 96 100 100 100 49.3 95.3 95.3 96.7 0.2 9.3 9.2 9.3 5.8 16.1 16.1 16.0 A B B B

M275 SB Service Road to M275 NB Service Road NW-NW SBU 1 11 11 11 49.3 95.3 95.3 96.7 0.2 9.3 9.2 9.3 2.4 21.0 21.0 20.3 A C C C

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 284 348 348 348 49.3 95.3 95.3 96.7 0.2 9.3 9.2 9.3 10.1 16.1 16.1 16.2 B B B B

M275 SB Service Road to M275 SB Service Road NW-S SBT 86 90 90 90 49.3 95.3 95.3 96.7 0.2 9.3 9.2 9.3 7.3 16.8 16.5 17.0 A B B B

A3 Twyford Avenue to Wharf Road NE-W WBT 50 48 48 48 223.7 231.5 231.5 231.5 8.6 85.6 86.2 87.1 21.7 140.8 144.7 144.7 C F F F

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 13 6 6 6 223.7 231.5 231.5 231.5 8.6 85.6 86.2 87.1 25.7 152.3 161.3 158.9 D F F F

A3 Twyford Avenue to M275 NB Service Road NE-NW WBR 353 390 389 389 223.7 231.5 231.5 231.5 8.6 85.6 86.2 87.1 26.7 127.4 129.7 129.7 D F F F

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 34 37 37 37 223.7 231.5 231.5 231.5 8.6 85.6 86.2 87.1 14.8 150.0 151.7 151.8 B F F F

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 293 374 373 373 223.7 231.5 231.5 231.5 8.6 85.6 86.2 87.1 22.4 110.7 112.4 113.0 C F F F

Wharf Road to Wharf Road W-W EBU 2 2 2 2 52.8 58.3 58.3 58.3 0.6 0.3 0.3 0.3 20.8 79.2 79.4 71.2 C E E E

Wharf Road to A3 Twyford Avenue W-NE EBT 14 9 9 9 52.8 58.3 58.3 58.3 0.6 0.3 0.3 0.3 33.0 71.2 71.2 69.6 D E E E

Wharf Road to M275 NB Service Road W-NW EBL 169 158 158 157 52.8 58.3 58.3 58.3 0.6 0.3 0.3 0.3 30.3 30.1 30.1 30.0 D C C C

Wharf Road to A2047 Kingston Cresent W-SE EBR 8 7 7 8 52.8 58.3 58.3 58.3 0.6 0.3 0.3 0.3 39.0 91.7 91.7 97.5 E F F F

Wharf Road to M275 SB Service Road W-S EBR2 23 30 30 30 52.8 58.3 58.3 58.3 0.6 0.3 0.3 0.3 39.4 95.4 95.5 95.2 E F F F

M275 NB Service Road to Wharf Road S-W NBL 144 128 127 127 45.3 26.9 31.7 36.9 0.1 0.0 0.0 0.0 4.7 25.8 26.3 27.6 A C C C

M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 110 93 93 93 45.3 26.9 31.7 36.9 0.1 0.0 0.0 0.0 30.8 27.1 27.7 28.0 D C C C

M275 NB Service Road to M275 BB Service Road S-NW NBT 90 100 100 100 45.3 26.9 31.7 36.9 0.1 0.0 0.0 0.0 19.4 34.6 33.4 36.7 C C C D

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 20 30 30 30 45.3 26.9 31.7 36.9 0.1 0.0 0.0 0.0 32.2 37.4 36.3 39.5 D D D D

M275 NB Service Road to M275 SB Service Road S-S NBU 3 0 0 0 45.3 26.9 31.7 36.9 0.1 0.0 0.0 0.0 35.2 0.0 0.0 0.0 E A A A

All 7341 7784 7777 7778 223.7 234.6 231.5 231.5 5.0 20.6 20.8 20.8 8.3 22.0 22.3 22.3 A C C C

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 108 123 123 123 121.2 231.3 224.8 173.5 9.0 11.8 11.8 10.6 58.4 56.6 56.6 57.2 E E E E

Mile End Road to Commercial Road N-S SBT 1395 1545 1545 1542 121.2 231.3 224.8 173.5 9.0 11.8 11.8 10.6 11.3 11.7 11.6 12.0 B B B B

Mile End Road to Church Street N-E SBL 508 531 531 531 121.2 231.3 224.8 173.5 9.0 11.8 11.8 10.6 16.0 12.2 12.2 11.0 B B B B

Hope Street to Mile End Road SW-N NBT 1321 1360 1361 1359 224.6 224.1 223.6 223.9 22.8 24.2 25.5 25.9 18.0 18.2 18.6 19.1 B B B B

Hope Street to Mile End Road SW-N NBT 0 0 0 0 12.5 13.1 12.6 13.7 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

Hope Street to Commercial Road SW-S NBU 0 0 0 0 12.5 13.1 12.6 13.7 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

Hope Street to Church Street SW-E NBR 12 10 10 10 12.5 13.1 12.6 13.7 0.1 0.1 0.1 0.1 85.6 75.3 72.0 69.6 F E E E

Commercial Road to Mile End Road S-N NBT 477 467 467 467 49.7 50.0 55.1 51.7 3.4 3.5 3.4 3.4 42.1 41.6 40.9 41.2 D D D D

Commercial Road to Commercial Road S-S NBU 0 0 0 0 49.7 50.0 55.1 51.7 3.4 3.5 3.4 3.4 0.0 0.0 0.0 0.0 A A A A

Commercial Road to Church Street S-E NBR 2 1 1 2 49.7 50.0 55.1 51.7 3.4 3.5 3.4 3.4 59.8 31.0 37.1 38.4 E C D D

Church Street to Mile End Road E-N WBR 545 432 432 434 231.5 231.5 234.6 234.6 143.6 185.1 184.8 185.8 181.0 315.4 301.3 316.3 F F F F

Church Street to Commercial Road E-S WBL 2 19 19 18 231.5 231.5 234.6 234.6 143.6 185.1 184.8 185.8 145.9 292.5 294.0 293.3 F F F F

Church Street to Church Street E-E WBU 0 0 0 0 231.5 231.5 234.6 234.6 143.6 185.1 184.8 185.8 0.0 0.0 0.0 0.0 A A A A

All 4370 4488 4489 4486 231.5 231.5 234.6 234.6 37.8 48.1 48.1 48.1 39.9 48.6 47.3 49.0 D D D D

503 Cascade's Approach Cascade's Approach to Cascade's Approach S-SW NBL 0 0 0 0 20.0 12.9 11.4 11.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

Cascade's Approach to Marketway WB S-E NBR 11 11 11 11 20.0 12.9 11.4 11.4 0.2 0.2 0.2 0.2 11.8 12.2 13.6 12.3 B B B B

Cascade's Approach to Marketway EB S-W NBL 0 0 0 0 20.0 12.9 11.4 11.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

Marketway WB to Cascade's Approach NE-SW WBT 68 69 68 69 142.3 196.0 156.1 188.7 2.5 3.4 2.7 2.5 2.7 4.9 3.5 3.3 A A A A

Marketway WB to Marketway WB NE-E WBL 7 7 7 7 142.3 196.0 156.1 188.7 2.5 3.4 2.7 2.5 8.9 10.0 8.9 8.1 A A A A

Marketway WB to Marketway EB NE-W WBT 1250 1356 1363 1357 142.3 196.0 156.1 188.7 2.5 3.4 2.7 2.5 7.5 8.3 6.5 6.4 A A A A

Marketway EB to Cascade's Approach SW-SW EBU 2 1 1 1 27.8 224.5 37.4 30.7 0.1 0.2 0.1 0.1 3.1 2.6 2.9 2.4 A A A A

Marketway EB to Hope Street SW-N EBL 1323 1361 1362 1362 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 4.2 4.0 4.1 A A A A


Marketway EB to Marketway WB SW-E EBT 74 77 77 77 27.8 224.5 37.4 30.7 0.1 0.2 0.1 0.1 4.2 4.7 4.4 4.7 A A A A

Marketway EB to Marketway EB SW-W NBL 4 4 4 4 27.8 224.5 37.4 30.7 0.1 0.2 0.1 0.1 4.2 4.5 4.0 4.1 A A A A

All 2763 2909 2916 2911 142.3 224.5 156.1 188.7 0.8 1.0 0.8 0.8 5.5 6.2 5.2 5.2 A A A A

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 7 7 7 7 38.6 38.4 38.2 38.3 2.3 2.0 2.1 1.9 31.2 30.3 31.8 28.8 D D D D

Commercial Road NB to Marketway S-W NBL 8 8 8 8 38.6 38.4 38.2 38.3 2.3 2.0 2.1 1.9 51.1 48.5 50.6 47.8 F E F E

Commercial Road NB to Cornmill street S-SE NBR 6 5 6 6 38.6 38.4 38.2 38.3 2.3 2.0 2.1 1.9 21.3 24.4 23.5 22.6 C C C C

Commercial Road SB to Commercial Road SB N-N SBU 56 60 60 60 121.9 207.7 198.6 224.0 2.3 3.8 3.9 4.0 9.7 10.9 10.8 10.8 A B B B

Commercial Road SB to Marketway N-W SBR 1222 1348 1351 1346 121.9 207.7 198.6 224.0 2.3 3.8 3.9 4.0 9.1 11.4 10.7 11.0 A B B B

Commercial Road SB to Cornmill street N-SE SBT 113 130 131 130 121.9 207.7 198.6 224.0 2.3 3.8 3.9 4.0 5.0 6.6 6.6 6.8 A A A A

Marketway to Commercial Road SB W-N EBL 38 40 40 40 59.5 108.6 101.3 71.4 0.9 1.0 1.4 1.3 9.3 9.7 9.3 8.2 A A A A

Marketway to Marketway W-W EBU 1 0 0 0 59.5 108.6 101.3 71.4 0.9 1.0 1.4 1.3 4.9 1.1 1.4 1.4 A A A A

Marketway to Cornmill street W-SE EBT 48 50 50 50 59.5 108.6 101.3 71.4 0.9 1.0 1.4 1.3 13.6 13.7 14.7 14.9 B B B B

Cornmill street to Commercial Road NB E-SW WBT 1 4 4 4 87.6 83.0 84.3 89.3 2.6 3.5 3.9 3.8 0.2 1.2 1.3 2.3 A A A A

Cornmill street to Commercial Road SB E-N WBR 445 432 432 433 101.9 97.2 98.5 103.5 6.6 8.1 8.4 8.2 12.9 15.5 14.9 14.9 B C B B

Cornmill street to Marketway E-W WBT 143 134 135 134 101.9 97.2 98.5 103.5 6.6 8.1 8.4 8.2 10.0 12.3 12.7 12.3 B B B B

Cornmill street to Cornmill street E-SE WBL 0 0 0 0 101.9 97.2 98.5 103.5 6.6 8.1 8.4 8.2 0.0 0.0 0.0 0.0 A A A A

All 2088 2219 2224 2218 121.9 207.7 198.6 224.0 3.0 3.7 3.9 3.9 10.1 12.2 11.7 11.8 B B B B

505 A2030 roundabout Lake Road NB to Lake Road NB SW-W NBL 0 0 0 0 42.2 32.0 60.9 43.4 0.1 0.2 0.4 0.3 0.0 0.0 0.0 0.0 A A A A

Lake Road NB to Cornmill street SW-NW EBL 63 64 64 64 42.2 32.0 60.9 43.4 0.1 0.2 0.4 0.3 7.0 8.2 9.8 9.4 A A A A

Lake Road NB to Lake Road SB SW-E EBT 15 15 15 15 42.2 32.0 60.9 43.4 0.1 0.2 0.4 0.3 4.7 4.5 6.0 5.0 A A A A

Cornmill street to Lake Road NB NW-W SBR 34 37 37 37 28.4 27.6 27.8 28.4 0.6 0.6 0.6 0.6 2.4 2.8 2.8 2.8 A A A A

Cornmill street to Cornmill street NW-NW SBU 0 0 0 0 28.4 27.6 27.8 28.4 0.6 0.6 0.6 0.6 0.0 0.0 0.0 0.0 A A A A

Cornmill street to Lake Road SB NW-E SBL 132 149 148 148 28.4 27.6 27.8 28.4 0.6 0.6 0.6 0.6 2.0 2.0 2.0 2.0 A A A A

Lake Road SB to Lake Road NB E-W WBT 12 11 11 11 164.6 161.5 147.0 190.6 4.0 3.1 3.5 3.9 17.4 17.0 20.7 20.9 C C C C

Lake Road SB to Cornmill street E-NW WBT 529 508 511 509 164.6 161.5 147.0 190.6 4.0 3.1 3.5 3.9 13.7 13.2 13.9 14.2 B B B B

Lake Road SB to Lake Road SB E-E WBU 0 0 0 0 164.6 161.5 147.0 190.6 4.0 3.1 3.5 3.9 0.0 0.0 0.0 0.0 A A A A

All 785 783 786 784 164.6 161.5 147.0 190.6 1.6 1.3 1.5 1.6 10.6 10.0 10.7 10.9 B B B B

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 0 0 0 0 205.1 231.5 197.4 231.4 11.7 26.1 1.7 26.0 16.3 13.4 15.4 13.1 C B C B

Lake Road SB to Holbrook Road NE-S WBR 116 112 117 111 205.1 231.5 197.4 231.4 11.7 26.1 1.7 26.0 25.3 42.8 14.4 42.7 D E B E

Lake Road SB to Church Street NE-NW WBR 55 55 55 54 205.1 231.5 197.4 231.4 11.7 26.1 1.7 26.0 24.9 54.7 58.3 53.3 C F F F

Lake Road SB to Lake Road NB NE-W WBT 191 194 198 193 205.1 231.5 197.4 231.4 11.7 26.1 1.7 26.0 25.4 37.4 21.6 37.2 D E C E

Holbrook Road to Lake Road SB SE-E NBR 118 95 95 96 231.4 231.5 231.5 231.5 34.1 92.2 93.3 92.2 41.8 175.4 178.7 174.3 E F F F

Holbrook Road to Holbrook Road SE-S NBL 1 1 1 1 231.4 231.5 231.5 231.5 34.1 92.2 93.3 92.2 10.0 9.1 9.7 8.8 A A A A

Holbrook Road to Church Street SE-NW NBT 522 433 429 435 231.4 231.5 231.5 231.5 34.1 92.2 93.3 92.2 36.0 153.6 167.8 150.2 E F F F

Holbrook Road to Lake Road NB SE-W NBL 348 323 323 325 231.4 231.5 231.5 231.5 34.1 92.2 93.3 92.2 12.7 76.1 76.5 74.1 B F F F

Church Street to Lake Road SB NW-E SBL 59 60 61 60 113.7 148.5 71.4 140.0 3.3 4.4 0.2 4.5 20.2 20.1 12.1 18.3 C C B C

Church Street to Holbrook Road NW-S SBT 421 432 433 432 113.7 148.5 71.4 140.0 3.3 4.4 0.2 4.5 16.0 17.7 15.7 19.4 C C C C

Church Street to Church Street NW-NW SBU 0 0 0 0 113.7 148.5 71.4 140.0 3.3 4.4 0.2 4.5 0.0 0.0 0.0 0.0 A A A A

Church Street to Lake Road NB NW-W SBR 4 4 4 4 113.7 148.5 71.4 140.0 3.3 4.4 0.2 4.5 19.1 18.4 15.5 20.2 C C C C


Lake Road NB to Holbrook Road SW-S EBR 85 98 98 97 55.6 85.3 55.5 55.2 1.5 1.1 1.3 1.1 9.5 8.1 8.2 7.7 A A A A

Lake Road NB to Church Street SW-NW EBL 5 5 5 5 55.6 85.3 55.5 55.2 1.5 1.1 1.3 1.1 12.6 18.5 43.5 19.8 B C E C

Lake Road NB to Lake Road NB SW-W NBL 0 0 0 0 55.6 85.3 55.5 55.2 1.5 1.1 1.3 1.1 0.0 0.0 0.0 0.0 A A A A

All 1980 1869 1877 1871 231.4 231.5 231.5 231.5 12.7 30.9 24.1 31.0 23.6 70.6 69.9 69.9 C F F F

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 34 34 34 34 20.7 24.1 36.5 31.7 1.4 1.7 1.6 1.6 30.5 33.4 31.4 31.5 C C C C

Unicorn Road WB to Unicorn Road EB NW-S SBT 15 17 17 17 43.3 31.2 37.7 33.0 3.4 3.3 3.3 3.3 53.2 55.4 51.9 53.8 D E D D

Unicorn Road WB to Alfred Road NW-SW SBR 32 31 31 31 43.3 31.2 37.7 33.0 3.4 3.3 3.3 3.3 58.8 53.8 55.2 54.9 E D E D

Market Way to Unicorn Road WB NE-NW WBR 247 261 260 260 186.8 221.2 218.7 208.3 10.7 15.3 13.6 13.0 59.0 64.5 60.3 60.0 E E E E

Market Way to Unicorn Road EB NE-S WBU 180 197 198 198 186.8 221.2 218.7 208.3 10.7 15.3 13.6 13.0 7.8 8.9 8.3 8.3 A A A A

Market Way to Alfred Road NE-SW WBT 848 932 933 933 186.8 221.2 218.7 208.3 10.7 15.3 13.6 13.0 14.4 16.2 15.4 15.2 B B B B

Unicorn Road EB to Unicorn Road WB S-NW NBT 88 88 88 88 86.2 127.5 94.4 109.1 15.4 15.6 16.1 16.0 55.1 54.0 56.3 55.4 E D E E

Unicorn Road EB to Market Way S-NE NBR 91 93 93 93 86.2 127.5 94.4 109.1 15.4 15.6 16.1 16.0 52.2 52.5 53.3 53.5 D D D D

Unicorn Road EB to Alfred Road S-SW NBL 7 7 7 7 45.2 48.4 58.9 58.9 0.5 0.5 0.6 0.5 53.0 52.6 51.0 54.5 D D D D

Alfred Road to Unicorn Road WB SW-NW EBL 192 192 192 193 221.2 227.3 224.0 224.3 39.3 44.5 43.4 42.0 26.9 28.9 28.2 27.1 C C C C

Alfred Road to Market Way SW-NE EBT 1281 1323 1325 1324 221.2 227.3 224.0 224.3 39.3 44.5 43.4 42.0 26.5 28.7 27.9 27.8 C C C C

All 3016 3174 3177 3176 221.2 227.3 224.0 224.3 13.7 15.9 15.3 14.9 26.9 28.6 27.7 27.5 C C C C

508 Stanhope Road Stanhope Road to Stanhope Road S-S NBU 0 0 0 0 32.5 30.1 30.1 26.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

Stanhope Road to Edinburgh Road WB S-SE NBR 0 0 0 0 32.5 30.1 30.1 26.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

Stanhope Road to Unicorn road S-N NBT 165 169 169 169 32.5 30.1 30.1 26.2 0.1 0.1 0.1 0.1 4.3 4.2 4.3 4.3 A A A A

Stanhope Road to Edinburgh Road EB S-W NBL 9 9 9 9 32.5 30.1 30.1 26.2 0.1 0.1 0.1 0.1 14.3 14.3 13.7 14.0 B B B B

Edinburgh Road WB to Stanhope Road E-S WBL 2 2 2 2 39.6 49.9 40.3 40.7 0.1 0.1 0.1 0.2 7.3 10.2 8.0 9.3 A B A A

Edinburgh Road WB to Edinburgh Road WB E-SE WBL 0 0 0 0 39.6 49.9 40.3 40.7 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 A A A A

Edinburgh Road WB to Unicorn road E-N WBR 22 22 22 22 39.6 49.9 40.3 40.7 0.1 0.1 0.1 0.2 15.1 15.5 16.3 15.5 C C C C

Edinburgh Road WB to Edinburgh Road EB E-W WBT 35 35 35 35 39.6 49.9 40.3 40.7 0.1 0.1 0.1 0.2 19.2 18.4 18.5 18.4 C C C C

Unicorn road to Stanhope Road N-S SBT 168 184 185 185 35.3 32.2 30.8 31.7 0.0 0.0 0.0 0.0 1.0 0.9 1.0 1.0 A A A A

Unicorn road to Edinburgh Road WB N-SE SBT 16 17 17 17 35.3 32.2 30.8 31.7 0.0 0.0 0.0 0.0 1.6 1.5 1.5 1.5 A A A A

Unicorn road to Unicorn road N-N SBU 0 0 0 0 35.3 32.2 30.8 31.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A A A A

Unicorn road to Edinburgh Road EB N-W SBR 10 13 13 13 35.3 32.2 30.8 31.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A A A A

Edinburgh Road EB to Stanhope Road W-S EBR 8 8 8 8 57.6 29.4 31.3 29.4 0.1 0.1 0.1 0.1 2.5 3.6 3.8 3.8 A A A A

Edinburgh Road EB to Edinburgh Road WB W-SE EBT 20 20 20 20 57.6 29.4 31.3 29.4 0.1 0.1 0.1 0.1 12.5 11.7 11.8 11.8 B B B B

Edinburgh Road EB to Unicorn road W-N EBL 0 0 0 0 57.6 29.4 31.3 29.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

Edinburgh Road EB to Edinburgh Road EB W-W EBU 0 0 0 0 57.6 29.4 31.3 29.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 A A A A

All 455 478 478 478 57.6 49.9 40.3 40.7 0.1 0.1 0.1 0.1 5.1 4.8 4.9 4.8 A A A A

509 Queen Street Queen St to Alfred Road W-NE EBL 323 333 333 333 67.6 76.9 84.1 75.3 10.6 10.9 11.1 11.0 27.3 27.7 28.3 27.6 C C C C

Queen St to Bishop Crispian Way W-E EBT 28 28 28 28 49.3 68.1 75.3 66.6 4.0 4.1 4.2 4.1 58.1 58.7 59.0 59.1 E E E E

Alfred Road to Queen St NE-W WBT 221 234 234 234 201.8 224.2 220.7 184.5 14.1 16.4 16.0 16.0 38.4 42.1 41.6 41.0 D D D D

Alfred Road to Anglesea Road NE-S WBR 662 722 723 722 110.5 160.2 134.9 126.4 1.6 3.2 2.7 2.8 4.5 6.4 6.0 5.7 A A A A

Bishop Crispian Way to Queen St E-W WBT 53 54 54 54 58.3 75.0 56.3 62.9 5.8 5.8 5.7 5.7 49.8 49.9 49.4 48.3 D D D D

Anglesea Road to Queen St S-W NBL 42 44 44 44 99.9 177.9 96.4 225.4 0.9 1.0 0.8 1.2 23.3 23.7 24.3 24.8 C C C C

Anglesea Road to Alfred Road S-NE NBR 1156 1179 1180 1179 224.7 227.5 224.5 231.4 16.3 16.5 16.9 16.7 21.4 23.0 22.9 23.0 C C C C

All 2484 2594 2595 2593 224.7 227.5 224.5 231.4 7.6 8.3 8.2 8.2 20.3 21.6 21.5 21.4 C C C C

510 St Michael's Gyratory St Paul's Road to Wiltshire Street S-E NBR 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Waltham St S-S NBU 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Guildhall Walk S-NE NBT 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Cambridge Road S-SW NBL 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Hampshire Terrace S-S NBU 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Winston churchill avenue S-E NBR 0 0 0 0 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 A A A A

St Paul's Road to Anglesea Road S-N NBT 103 103 103 103 26.7 32.8 30.1 32.9 0.2 0.2 0.2 0.2 5.8 8.7 8.8 8.5 A A A A

Cambridge Road to Wiltshire Street SW-E EBT 0 0 0 0 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 0.0 0.0 0.0 0.0 A A A A

Cambridge Road to Waltham St SW-S EBR 0 0 0 0 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 0.0 0.0 0.0 0.0 A A A A

Cambridge Road to Guildhall Walk SW-NE EBT 6 6 6 6 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 22.6 46.2 43.4 46.6 C D D D

Cambridge Road to Cambridge Road SW-SW EBU 0 0 0 0 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 0.0 0.0 0.0 0.0 A A A A

Cambridge Road to Hampshire Terrace SW-S EBR 0 0 0 0 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 0.0 0.0 0.0 0.0 A A A A

Cambridge Road to Winston churchill avenue SW-E EBT 52 52 53 53 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 22.0 41.8 41.6 41.0 C D D D

Cambridge Road to Anglesea Road SW-N EBL 387 400 400 400 100.8 94.0 94.0 94.0 0.4 1.0 1.0 1.0 8.7 7.7 7.4 7.3 A A A A

Hampshire Terrace to Wiltshire Street S-E NBR 0 0 0 0 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 0.0 0.0 0.0 0.0 A A A A

Hampshire Terrace to Waltham St S-S NBU 0 0 0 0 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 0.0 0.0 0.0 0.0 A A A A

Hampshire Terrace to Guildhall Walk S-NE NBT 9 9 9 9 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 33.4 60.7 60.8 62.5 D F F F

Hampshire Terrace to Cambridge Road S-SW NBL 5 5 5 5 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 12.2 29.0 29.3 29.6 B D D D

Hampshire Terrace to Hampshire Terrace S-S NBU 1 1 1 1 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 11.2 11.5 9.9 9.4 B B A A

Hampshire Terrace to Winston churchill avenue S-E NBR 34 33 33 33 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 31.6 67.1 68.2 71.2 D F F F

Hampshire Terrace to Anglesea Road S-N NBT 588 589 590 587 220.8 231.4 231.5 231.5 15.8 43.4 42.7 46.7 21.8 40.0 39.0 40.9 C E E E

Winston churchill avenue to Wiltshire Street E-E WBU 6 6 6 6 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 19.0 15.6 16.1 15.7 B B B B

Winston churchill avenue to Waltham St E-S WBL 29 29 29 29 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 13.0 12.4 11.7 10.6 B B B B

Winston churchill avenue to Guildhall Walk E-NE WBR 4 3 3 3 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 36.0 56.4 47.4 47.5 D E D D

Winston churchill avenue to Cambridge Road E-SW WBT 91 92 92 91 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 21.5 22.5 23.7 22.6 C C C C

Winston churchill avenue to Hampshire Terrace E-S WBL 45 44 44 44 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 13.9 12.5 12.4 13.0 B B B B

Winston churchill avenue to Winston churchill avenue E-E WBU 8 8 8 8 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 34.8 52.7 57.9 57.7 C D E E

Winston churchill avenue to Anglesea Road E-N WBR 115 119 119 119 55.6 61.3 43.7 46.3 4.0 3.4 3.5 3.3 20.2 20.7 20.7 20.1 C C C C

Anglesea Road to Wiltshire Street N-E SBL 21 25 25 25 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 11.9 17.6 17.7 17.3 B B B B

Anglesea Road to Waltham St N-S SBT 0 0 0 0 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 0.0 0.0 0.0 0.0 A A A A

Anglesea Road to Guildhall Walk N-NE SBL 52 55 54 54 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 9.6 14.6 13.9 15.0 A B B B

Anglesea Road to Cambridge Road N-SW SBR 141 149 148 149 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 14.8 22.2 22.5 22.7 B C C C

Anglesea Road to Hampshire Terrace N-S SBT 226 247 246 247 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 11.3 16.9 15.9 17.0 B B B B

Anglesea Road to Winston churchill avenue N-E SBL 56 55 56 56 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 9.5 14.6 13.9 14.9 A B B B

Anglesea Road to Anglesea Road N-N SBU 42 41 41 41 41.3 73.4 65.4 64.8 0.1 3.0 2.8 2.8 16.4 24.4 23.4 24.1 C C C C

All 2020 2070 2070 2068 220.8 231.4 231.5 231.5 4.1 10.2 10.1 10.8 15.8 23.9 23.5 24.2 C C C C

511 Park Road Park Road to Anglesea Road W-N EBL 69 69 69 69 90.8 89.0 89.0 89.0 5.6 6.2 6.2 6.2 48.0 50.7 50.8 50.6 D D D D

Anglesea Road SB to Park Road N-W SBR 107 117 116 118 151.0 225.5 225.2 225.4 12.8 16.6 16.9 16.6 51.6 56.9 55.7 54.5 D E E D

Anglesea Road SB to Anglesea Road SB N-S SBT 547 585 584 585 151.0 225.5 225.2 225.4 12.8 16.6 16.9 16.6 9.3 10.9 11.1 11.7 A B B B

Anglesea Road to Park Road S-W NBL 21 20 19 19 190.2 154.5 135.5 140.1 12.9 12.2 12.0 12.3 13.7 10.8 12.2 12.3 B B B B

Anglesea Road to Anglesea Road S-N NBT 1165 1190 1190 1188 190.2 154.5 135.5 140.1 12.9 12.2 12.0 12.3 12.7 11.3 11.3 11.5 B B B B

All 1909 1981 1979 1979 190.2 225.5 225.2 225.4 11.4 12.7 12.8 12.8 15.2 15.3 15.2 15.5 B B B B

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 114 114 114 114 68.5 75.3 52.1 59.7 4.5 4.0 3.9 3.9 26.6 25.0 24.0 24.2 C C C C

Mile end Road SB to Princess Royal Road NE-W WBT 1004 1024 1022 1023 183.1 155.4 161.9 168.2 26.7 25.5 26.7 26.6 32.0 30.4 31.7 31.4 C C C C

Mile end Road NB to Princess Royal Road S-W NBL 164 165 165 165 60.8 62.7 74.2 51.2 2.3 2.1 2.2 2.2 12.7 12.4 12.5 13.1 B B B B

Mile end Road NB to Mile end Road NB S-N NBT 2280 2212 2216 2211 226.6 225.0 224.3 235.1 22.6 23.1 22.8 23.5 14.4 14.8 14.7 15.2 B B B B

All 3561 3515 3516 3512 226.6 225.0 224.3 235.1 14.0 13.7 13.9 14.0 19.7 19.6 19.8 20.1 B B B C

0 NETWORK TOTALS All All 32771 33865 33884 33853 231.5 234.6 234.6 235.1 8.1 14.7 14.1 14.8 18.0 25.7 25.4 25.7 C C C C

LOS

07

:00

-08

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Volume Max QL (m) Avg QL (m) Delay (secs)

05/01/2015 13:55 Node Evaluation Comparison.xlsm



A2047 Kingston Cresent to Wharf Road E-W WBT 44 46 46 46 82.2 225.3 233.5 224.6 20.0 10.2 10.8 10.7 11.6 19.9 24.6 22.7 B C C C

A2047 Kingston Cresent to M275 SB Service Road E-S WBL 48 59 59 59 82.2 225.3 233.5 224.6 20.0 10.2 10.8 10.7 3.6 11.3 13.7 13.1 A B B B

A2047 Kingston Cresent to A2047 Kingston Cresent E-SE WBL 1 0 0 0 82.2 225.3 233.5 224.6 20.0 10.2 10.8 10.7 18.8 0.0 0.0 0.0 C A A A

A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 43 63 63 63 82.2 225.3 233.5 224.6 20.0 10.2 10.8 10.7 29.0 33.5 35.4 34.9 D D E D

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 446 442 444 443 82.2 225.3 233.5 224.6 20.0 10.2 10.8 10.7 28.9 33.2 35.8 35.1 D D E E


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 110 145 145 146 97.6 96.4 92.5 96.4 2.0 13.8 13.9 13.9 10.0 19.4 19.5 19.2 B B B B




A3 Twyford Avenue to Wharf Road NE-W WBT 40 42 42 42 178.1 231.5 231.5 231.5 9.5 153.9 152.6 152.1 27.1 238.7 243.7 239.7 D F F F

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 6 19 19 19 178.1 231.5 231.5 231.5 9.5 153.9 152.6 152.1 25.3 252.9 254.3 248.6 D F F F

A3 Twyford Avenue to M275 NB Service Road NE-NW WBR 261 344 347 348 178.1 231.5 231.5 231.5 9.5 153.9 152.6 152.1 30.2 249.7 250.8 245.3 D F F F

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 42 130 130 130 178.1 231.5 231.5 231.5 9.5 153.9 152.6 152.1 20.0 231.2 233.6 227.4 C F F F

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 304 449 450 451 178.1 231.5 231.5 231.5 9.5 153.9 152.6 152.1 29.7 232.4 233.4 229.2 D F F F

Wharf Road to Wharf Road W-W EBU 5 1 1 1 40.9 45.3 45.3 39.9 0.8 0.2 0.2 0.2 38.0 75.6 76.2 66.3 E E E E






M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 159 169 169 169 39.7 36.3 31.7 25.1 0.1 0.0 0.0 0.0 26.4 28.1 27.3 27.9 D C C C

M275 NB Service Road to M275 BB Service Road S-NW NBT 80 65 64 65 39.7 36.3 31.7 25.1 0.1 0.0 0.0 0.0 14.9 29.9 30.8 30.7 B C C C

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 46 55 56 56 39.7 36.3 31.7 25.1 0.1 0.0 0.0 0.0 23.6 37.6 36.7 37.5 C D D D

M275 NB Service Road to M275 SB Service Road S-S NBU 4 0 0 0 39.7 36.3 31.7 25.1 0.1 0.0 0.0 0.0 18.0 0.0 0.0 0.0 C A A A

All 8193 8498 8522 8527 178.1 231.5 233.5 231.5 6.0 33.1 33.1 32.8 8.7 37.7 38.9 36.0 A D D D


Mile End Road to Commercial Road N-S SBT 2418 2531 2530 2551 164.4 235.9 235.9 235.9 16.7 94.6 93.4 81.8 15.3 53.4 53.9 55.3 B D D E

Mile End Road to Church Street N-E SBL 591 621 622 626 164.4 235.9 235.9 235.9 16.7 94.6 93.4 81.8 18.8 52.8 54.1 38.5 B D D D



Hope Street to Commercial Road SW-S NBU 1 0 0 0 22.9 13.6 13.7 13.6 0.2 0.1 0.1 0.1 73.7 0.0 0.0 0.0 E A A A



Commercial Road to Commercial Road S-S NBU 0 0 0 0 52.3 46.2 60.1 38.9 1.3 0.9 1.1 1.0 0.0 0.0 0.0 0.0 A A A A

Commercial Road to Church Street S-E NBR 1 5 5 6 52.3 46.2 60.1 38.9 1.3 0.9 1.1 1.0 41.2 49.4 46.6 53.2 D D D D




All 5711 5746 5768 5784 231.5 235.9 235.9 235.9 58.0 76.1 75.6 73.0 57.2 78.1 79.1 77.5 E E E E


Cascade's Approach to Marketway WB S-E NBR 5 5 5 5 13.0 12.9 13.2 12.9 0.3 0.3 0.4 0.4 21.0 18.2 21.3 22.4 C C C C

Cascade's Approach to Marketway EB S-W NBL 10 10 10 10 13.0 12.9 13.2 12.9 0.3 0.3 0.4 0.4 16.7 20.7 26.5 23.6 C C D C

Marketway WB to Cascade's Approach NE-SW WBT 110 105 105 108 231.5 231.3 232.8 231.3 22.5 27.1 26.7 25.4 5.5 15.4 14.4 13.8 A C B B

Marketway WB to Marketway WB NE-E WBL 21 21 21 22 231.5 231.3 232.8 231.3 22.5 27.1 26.7 25.4 18.9 20.1 18.8 18.6 C C C C

Marketway WB to Marketway EB NE-W WBT 1940 2019 2023 2035 231.5 231.3 232.8 231.3 22.5 27.1 26.7 25.4 17.7 18.9 17.3 16.6 C C C C






All 3916 4031 4031 4045 231.5 231.3 232.8 231.3 6.3 7.5 7.5 7.1 11.5 12.4 11.5 11.1 B B B B

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 13 14 14 14 50.5 40.0 38.6 44.8 3.0 3.7 3.5 3.9 30.5 33.2 34.4 32.6 D D D D

Commercial Road NB to Marketway S-W NBL 12 12 12 13 50.5 40.0 38.6 44.8 3.0 3.7 3.5 3.9 50.2 50.4 49.3 51.9 F F E F

Commercial Road NB to Cornmill street S-SE NBR 5 6 6 5 50.5 40.0 38.6 44.8 3.0 3.7 3.5 3.9 27.8 34.5 31.9 34.7 D D D D

Commercial Road SB to Commercial Road SB N-N SBU 37 37 36 37 229.1 230.9 230.8 231.2 29.0 35.5 33.8 35.6 25.4 28.4 27.1 27.5 D D D D

Commercial Road SB to Marketway N-W SBR 2025 2108 2101 2128 229.1 230.9 230.8 231.2 29.0 35.5 33.8 35.6 29.2 33.5 31.0 30.9 D D D D

Commercial Road SB to Cornmill street N-SE SBT 353 377 375 380 229.1 230.9 230.8 231.2 29.0 35.5 33.8 35.6 20.0 19.6 19.5 19.3 C C C C


Marketway to Marketway W-W EBU 0 0 0 0 61.4 54.8 64.8 82.2 1.0 0.8 1.3 1.3 2.6 4.7 0.9 2.4 A A A A


Cornmill street to Commercial Road NB E-SW WBT 1 6 7 6 157.7 160.4 160.6 158.7 12.1 32.3 31.8 24.2 0.2 13.9 8.0 13.7 A B A B

Cornmill street to Commercial Road SB E-N WBR 285 243 268 254 171.9 174.6 174.8 172.9 19.8 43.4 42.8 34.1 31.0 55.6 49.9 47.3 D F E E

Cornmill street to Marketway E-W WBT 106 90 102 95 171.9 174.6 174.8 172.9 19.8 43.4 42.8 34.1 34.0 61.7 54.2 52.1 D F F F


All 2985 3044 3072 3083 229.1 230.9 230.8 231.2 13.1 21.7 21.2 19.1 27.6 33.1 31.0 30.5 D D D D


Lake Road NB to Cornmill street SW-NW EBL 75 66 71 71 82.1 83.4 85.6 83.7 3.8 19.0 18.2 12.4 23.2 129.1 128.5 81.0 C F F F

Lake Road NB to Lake Road SB SW-E EBT 52 45 50 51 82.1 83.4 85.6 83.7 3.8 19.0 18.2 12.4 8.6 83.3 72.6 43.4 A F F E

Cornmill street to Lake Road NB NW-W SBR 84 87 87 88 32.4 28.6 91.6 28.8 1.2 1.1 1.3 1.0 6.0 10.4 10.8 8.5 A B B A



Lake Road SB to Lake Road NB E-W WBT 35 31 34 32 231.4 230.9 231.5 231.5 8.4 23.5 24.0 15.8 13.4 42.7 42.2 30.3 B E E D

Lake Road SB to Cornmill street E-NW WBT 319 277 308 287 231.4 230.9 231.5 231.5 8.4 23.5 24.0 15.8 27.1 79.1 77.6 61.5 D F F F


All 911 872 914 897 231.4 230.9 231.5 231.5 4.5 14.5 14.5 9.7 14.3 40.1 43.4 30.7 B E E D

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 4 4 4 4 231.5 235.6 230.8 236.0 166.9 201.3 15.6 201.6 118.8 232.0 60.8 236.9 F F F F

Lake Road SB to Holbrook Road NE-S WBR 212 195 229 194 231.5 235.6 230.8 236.0 166.9 201.3 15.6 201.6 200.0 275.1 35.3 279.1 F F E F

Lake Road SB to Church Street NE-NW WBR 66 62 68 62 231.5 235.6 230.8 236.0 166.9 201.3 15.6 201.6 188.5 277.9 90.2 283.4 F F F F

Lake Road SB to Lake Road NB NE-W WBT 209 202 231 202 231.5 235.6 230.8 236.0 166.9 201.3 15.6 201.6 193.7 273.6 42.5 279.1 F F E F

Holbrook Road to Lake Road SB SE-E NBR 175 136 129 134 235.8 236.0 235.8 235.9 174.2 193.8 196.5 194.3 310.9 466.0 489.9 468.2 F F F F


Holbrook Road to Church Street SE-NW NBT 477 388 376 388 235.8 236.0 235.8 235.9 174.2 193.8 196.5 194.3 310.5 478.8 527.5 480.5 F F F F

Holbrook Road to Lake Road NB SE-W NBL 151 122 119 122 235.8 236.0 235.8 235.9 174.2 193.8 196.5 194.3 208.9 338.0 352.7 338.7 F F F F

Church Street to Lake Road SB NW-E SBL 86 91 90 91 171.1 227.9 218.1 226.6 11.4 16.6 2.0 19.4 43.2 41.9 40.7 55.5 E E E F

Church Street to Holbrook Road NW-S SBT 444 462 462 464 171.1 227.9 218.1 226.6 11.4 16.6 2.0 19.4 38.1 46.5 35.8 48.0 E E E E


Church Street to Lake Road NB NW-W SBR 8 8 8 8 171.1 227.9 218.1 226.6 11.4 16.6 2.0 19.4 99.9 69.5 29.8 83.2 F F D F

Lake Road NB to Lake Road SB SW-E EBT 104 110 110 111 223.6 129.3 218.1 194.3 11.1 5.2 6.6 6.1 19.2 11.0 12.9 12.5 C B B B

Lake Road NB to Holbrook Road SW-S EBR 277 289 290 295 223.6 129.3 218.1 194.3 11.1 5.2 6.6 6.1 20.1 12.2 13.5 14.0 C B B B

Lake Road NB to Church Street SW-NW EBL 12 10 11 11 223.6 129.3 218.1 194.3 11.1 5.2 6.6 6.1 32.3 28.8 56.1 28.5 D D F D

Lake Road NB to Lake Road NB SW-W NBL 1 1 1 1 223.6 129.3 218.1 194.3 11.1 5.2 6.6 6.1 13.4 11.6 12.0 11.5 B B B B

All 2224 2080 2125 2085 235.8 236.0 235.8 236.0 90.9 104.2 55.2 105.3 161.2 215.2 166.1 216.9 F F F F

507 Unicorn Road Unicorn Road WB to Market Way NW-NE SBL 52 53 54 53 28.9 39.9 49.4 35.2 3.0 3.5 3.5 3.4 42.6 46.8 45.6 45.5 D D D D

Unicorn Road WB to Unicorn Road EB NW-S SBT 11 11 11 11 37.4 40.3 50.6 30.1 3.1 3.3 3.5 3.3 57.6 53.9 55.6 56.2 E D E E

Unicorn Road WB to Alfred Road NW-SW SBR 29 28 28 28 37.4 40.3 50.6 30.1 3.1 3.3 3.5 3.3 62.2 65.1 69.8 68.0 E E E E

Market Way to Unicorn Road WB NE-NW WBR 73 74 75 75 224.8 224.5 224.7 231.4 24.9 35.8 37.0 35.0 64.5 68.1 69.5 68.9 E E E E

Market Way to Unicorn Road EB NE-S WBU 310 324 326 327 224.8 224.5 224.7 231.4 24.9 35.8 37.0 35.0 14.5 15.5 15.8 14.7 B B B B

Market Way to Alfred Road NE-SW WBT 1581 1636 1639 1648 224.8 224.5 224.7 231.4 24.9 35.8 37.0 35.0 25.9 31.4 32.5 30.3 C C C C

Unicorn Road EB to Unicorn Road WB S-NW NBT 35 35 36 36 92.3 94.8 100.5 90.4 14.6 15.5 16.0 15.5 51.5 55.9 56.5 55.4 D E E E

Unicorn Road EB to Market Way S-NE NBR 145 150 150 150 92.3 94.8 100.5 90.4 14.6 15.5 16.0 15.5 52.3 54.3 55.7 54.3 D D E D

Unicorn Road EB to Alfred Road S-SW NBL 12 11 11 10 30.1 58.5 50.8 55.2 0.7 0.9 0.7 0.9 49.7 58.6 59.6 60.6 D E E E



All 3949 4061 4057 4069 225.7 224.5 224.7 231.4 17.2 20.6 21.1 20.4 26.2 28.7 29.4 28.3 C C C C





Edinburgh Road WB to Stanhope Road E-S WBL 12 11 11 11 76.3 35.2 75.6 71.5 0.4 0.4 0.4 0.4 7.9 9.7 9.7 9.0 A A A A


Edinburgh Road WB to Unicorn road E-N WBR 24 24 24 24 76.3 35.2 75.6 71.5 0.4 0.4 0.4 0.4 13.7 14.3 14.7 14.4 B B B B






Edinburgh Road EB to Stanhope Road W-S EBR 8 8 8 8 41.0 37.1 36.9 39.5 0.1 0.1 0.1 0.1 11.3 10.8 10.8 10.8 B B B B




All 613 631 633 634 76.3 50.5 75.6 71.5 0.2 0.2 0.2 0.2 5.1 5.0 5.0 5.0 A A A A



Alfred Road to Queen St NE-W WBT 389 405 405 409 230.8 228.9 231.0 231.4 90.7 106.3 109.6 109.9 86.7 96.3 96.5 98.7 F F F F

Alfred Road to Anglesea Road NE-S WBR 1217 1261 1263 1270 227.8 227.6 227.2 228.8 49.1 61.0 61.1 57.5 22.9 23.0 24.2 21.9 C C C C

Bishop Crispian Way to Queen St E-W WBT 73 75 76 75 106.4 88.6 99.9 88.4 9.2 10.0 9.7 9.6 58.9 60.3 58.7 59.0 E E E E

Anglesea Road to Queen St S-W NBL 17 18 18 18 8.7 59.0 68.5 36.2 0.2 0.2 0.3 0.2 20.3 21.4 21.2 20.2 C C C C


All 3430 3528 3529 3537 230.8 228.9 231.0 231.4 26.8 30.7 31.2 30.7 31.8 33.1 33.5 32.8 C C C C







St Paul's Road to Anglesea Road S-N NBT 185 185 185 185 42.9 43.1 47.5 48.3 0.8 1.0 1.2 1.0 12.1 16.4 18.2 16.3 B C C C

Cambridge Road to Wiltshire Street SW-E EBT 3 4 4 4 224.0 190.2 190.2 190.2 2.8 4.3 4.3 4.4 29.0 48.3 52.6 52.0 C D D D



Cambridge Road to Cambridge Road SW-SW EBU 3 3 3 3 224.0 190.2 190.2 190.2 2.8 4.3 4.3 4.4 33.5 45.4 47.2 57.3 C D D E

Cambridge Road to Hampshire Terrace SW-S EBR 3 3 3 3 224.0 190.2 190.2 190.2 2.8 4.3 4.3 4.4 30.8 57.4 54.2 51.3 C E D D


Cambridge Road to Anglesea Road SW-N EBL 546 561 561 561 224.0 190.2 190.2 190.2 2.8 4.3 4.3 4.4 14.4 12.6 12.4 12.6 B B B B

Hampshire Terrace to Wiltshire Street S-E NBR 1 2 2 2 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 48.2 242.2 262.4 268.8 E F F F


Hampshire Terrace to Guildhall Walk S-NE NBT 13 11 12 11 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 68.1 307.4 317.2 321.0 F F F F

Hampshire Terrace to Cambridge Road S-SW NBL 16 14 14 14 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 63.1 265.0 267.0 283.7 F F F F

Hampshire Terrace to Hampshire Terrace S-S NBU 1 1 1 0 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 26.4 107.2 105.3 99.6 D F F F

Hampshire Terrace to Winston churchill avenue S-E NBR 34 34 34 33 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 67.1 280.0 283.0 295.6 F F F F

Hampshire Terrace to Anglesea Road S-N NBT 339 359 358 358 231.5 234.4 231.5 235.9 32.7 149.7 164.3 164.7 52.6 241.6 249.1 263.2 F F F F

Winston churchill avenue to Wiltshire Street E-E WBU 5 5 5 5 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 31.8 29.2 29.7 25.6 C C C C

Winston churchill avenue to Waltham St E-S WBL 50 50 50 50 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 21.1 17.5 19.3 18.5 C B B B

Winston churchill avenue to Guildhall Walk E-NE WBR 10 10 10 10 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 45.5 79.5 80.6 79.3 D E F E

Winston churchill avenue to Cambridge Road E-SW WBT 178 176 176 176 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 38.3 38.3 39.9 38.7 D D D D

Winston churchill avenue to Hampshire Terrace E-S WBL 119 120 120 120 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 30.4 26.7 28.9 26.6 C C C C

Winston churchill avenue to Winston churchill avenue E-E WBU 23 23 23 23 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 51.2 74.7 76.1 76.7 D E E E

Winston churchill avenue to Anglesea Road E-N WBR 119 119 119 119 90.9 61.9 68.4 69.1 10.2 8.4 8.6 8.6 38.4 40.7 41.1 40.3 D D D D

Anglesea Road to Wiltshire Street N-E SBL 45 46 47 46 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 21.9 24.9 26.5 25.4 C C C C


Anglesea Road to Guildhall Walk N-NE SBL 79 78 78 79 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 13.1 17.5 16.5 17.2 B B B B

Anglesea Road to Cambridge Road N-SW SBR 268 290 291 295 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 28.2 34.6 35.7 34.2 D C D C

Anglesea Road to Hampshire Terrace N-S SBT 377 406 408 410 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 22.1 26.3 27.0 26.1 C C C C

Anglesea Road to Winston churchill avenue N-E SBL 92 96 95 96 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 12.3 16.1 16.5 16.0 B B B B

Anglesea Road to Anglesea Road N-N SBU 74 71 71 72 72.2 71.0 72.6 68.0 0.9 5.7 5.5 5.7 30.9 37.0 38.9 36.9 D D D D

All 2734 2814 2816 2822 231.5 234.4 231.5 235.9 9.5 33.8 36.8 36.9 27.8 59.4 61.2 62.2 D E E E


Anglesea Road SB to Park Road N-W SBR 256 267 267 269 234.7 234.3 231.1 231.4 65.1 62.3 65.2 62.1 111.8 100.3 108.3 103.4 F F F F

Anglesea Road SB to Anglesea Road SB N-S SBT 944 992 997 1004 234.7 234.3 231.1 231.4 65.1 62.3 65.2 62.1 26.6 23.7 24.4 20.8 C C C C

Anglesea Road to Park Road S-W NBL 49 52 51 52 225.5 179.1 159.0 219.8 12.8 11.2 11.3 11.7 14.3 10.6 10.6 10.6 B B B B


All 2538 2630 2634 2642 234.7 234.3 231.1 231.4 33.5 31.7 32.9 31.9 29.9 26.8 27.8 26.1 C C C C


Mile end Road SB to Princess Royal Road NE-W WBT 446 442 442 444 119.8 120.5 106.8 106.6 11.9 10.7 10.9 10.8 32.4 34.6 35.9 31.8 C C D C

Mile end Road NB to Princess Royal Road S-W NBL 81 86 86 86 41.9 33.4 25.3 23.9 0.5 0.5 0.5 0.5 7.0 6.7 6.4 6.2 A A A A

Mile end Road NB to Mile end Road NB S-N NBT 2598 2497 2518 2508 223.5 170.2 193.0 205.2 15.0 13.2 13.7 13.2 9.4 8.8 9.0 8.8 A A A A

All 3244 3142 3164 3155 223.5 170.2 193.0 205.2 8.3 7.4 7.6 7.5 13.2 13.1 13.4 12.7 B B B B

0 NETWORK TOTALS All 40450 41077 41266 41281 235.8 236.0 235.9 236.0 21.3 35.1 31.1 35.1 32.3 46.7 44.8 45.9 D D D D

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A2047 Kingston Cresent to Wharf Road E-W WBT 31 31 31 31 81.9 57.0 64.0 59.0 9.6 1.1 1.1 1.2 8.6 8.6 8.4 8.8 A A A A

A2047 Kingston Cresent to M275 SB Service Road E-S WBL 65 82 82 82 81.9 57.0 64.0 59.0 9.6 1.1 1.1 1.2 2.5 4.7 4.5 4.6 A A A A


A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 88 85 85 85 81.9 57.0 64.0 59.0 9.6 1.1 1.1 1.2 19.0 27.6 27.6 27.2 C D D D

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 349 349 348 348 81.9 57.0 64.0 59.0 9.6 1.1 1.1 1.2 18.4 13.2 13.0 13.4 C B B B


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 81 113 113 112 96.8 90.1 90.1 89.8 1.7 8.2 8.2 7.9 9.5 16.0 15.9 15.3 A B B B

M275 SB Service Road to M275 NB Service Road NW-NW SBU 15 13 13 13 96.8 90.1 90.1 89.8 1.7 8.2 8.2 7.9 5.8 19.9 20.0 20.0 A B C B



A3 Twyford Avenue to Wharf Road NE-W WBT 25 18 18 18 219.3 231.5 231.5 231.5 3.6 69.6 63.4 61.6 17.9 153.1 143.1 137.5 C F F F

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 21 26 25 26 219.3 231.5 231.5 231.5 3.6 69.6 63.4 61.6 19.8 150.3 144.9 141.8 C F F F

A3 Twyford Avenue to M275 NB Service Road NE-NW WBR 128 141 142 141 219.3 231.5 231.5 231.5 3.6 69.6 63.4 61.6 20.1 140.5 132.2 126.7 C F F F

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 127 121 121 121 219.3 231.5 231.5 231.5 3.6 69.6 63.4 61.6 15.4 112.0 104.1 99.4 C F F F

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 477 517 516 515 219.3 231.5 231.5 231.5 3.6 69.6 63.4 61.6 21.9 112.4 106.6 100.1 C F F F

Wharf Road to Wharf Road W-W EBU 4 0 0 0 46.2 25.0 25.0 25.0 0.5 0.0 0.0 0.0 30.7 0.0 0.0 0.0 D A A A



Wharf Road to A2047 Kingston Cresent W-SE EBR 10 16 16 16 46.2 25.0 25.0 25.0 0.5 0.0 0.0 0.0 33.9 84.9 85.0 84.2 D F F F

Wharf Road to M275 SB Service Road W-S EBR2 53 45 45 45 46.2 25.0 25.0 25.0 0.5 0.0 0.0 0.0 33.7 83.6 83.7 81.9 D F F F


M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 219 233 234 234 21.5 24.8 57.1 42.4 0.0 0.0 0.0 0.0 10.6 25.9 26.8 27.2 B C C C

M275 NB Service Road to M275 BB Service Road S-NW NBT 81 69 70 69 21.5 24.8 57.1 42.4 0.0 0.0 0.0 0.0 7.1 25.7 26.3 27.4 A C C C

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 51 74 74 75 21.5 24.8 57.1 42.4 0.0 0.0 0.0 0.0 12.3 31.2 32.2 32.0 B C C C

M275 NB Service Road to M275 SB Service Road S-S NBU 14 0 0 0 21.5 24.8 57.1 42.4 0.0 0.0 0.0 0.0 9.1 0.0 0.0 0.0 A A A A

All 5881 6179 6180 6172 219.3 231.5 231.5 231.5 2.9 14.7 13.6 13.2 7.3 23.0 23.3 21.9 A C C C

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 104 84 84 83 130.8 235.9 231.5 235.9 11.4 27.9 34.9 31.6 54.3 57.3 63.6 63.7 D E E E

Mile End Road to Commercial Road N-S SBT 1846 2035 2036 2012 130.8 235.9 231.5 235.9 11.4 27.9 34.9 31.6 12.3 21.2 27.5 25.6 B C C C

Mile End Road to Church Street N-E SBL 530 579 577 571 130.8 235.9 231.5 235.9 11.4 27.9 34.9 31.6 16.8 22.8 28.4 29.5 B C C C



Hope Street to Commercial Road SW-S NBU 8 0 0 0 28.1 25.2 23.3 23.4 0.3 0.5 0.4 0.5 104.0 0.0 0.0 0.0 F A A A



Commercial Road to Commercial Road S-S NBU 0 2 2 2 37.1 33.8 51.1 33.8 0.4 0.4 0.5 0.5 0.0 57.0 56.9 55.0 A E E E

Commercial Road to Church Street S-E NBR 2 19 19 19 37.1 33.8 51.1 33.8 0.4 0.4 0.5 0.5 67.5 56.5 49.7 53.3 E E D D




All 4257 4504 4497 4473 231.5 235.9 234.6 235.9 45.7 58.6 57.0 60.0 65.3 74.1 71.7 74.9 E E E E


Cascade's Approach to Marketway WB S-E NBR 23 23 23 23 25.1 24.5 21.9 21.9 0.6 0.7 0.9 0.8 14.5 16.5 20.4 18.3 B C C C

Cascade's Approach to Marketway EB S-W NBL 13 13 13 13 25.1 24.5 21.9 21.9 0.6 0.7 0.9 0.8 7.9 10.1 13.1 12.1 A B B B

Marketway WB to Cascade's Approach NE-SW WBT 135 152 151 150 227.2 228.0 230.3 228.8 10.8 12.8 18.7 15.5 5.7 11.2 11.4 11.5 A B B B

Marketway WB to Marketway WB NE-E WBL 43 41 41 41 227.2 228.0 230.3 228.8 10.8 12.8 18.7 15.5 14.0 15.2 15.4 15.6 B C C C

Marketway WB to Marketway EB NE-W WBT 1501 1653 1651 1640 227.2 228.0 230.3 228.8 10.8 12.8 18.7 15.5 13.6 15.5 16.0 15.4 B C C C






All 2867 3103 3105 3091 227.2 228.0 230.3 228.8 3.2 3.7 5.4 4.6 9.0 10.4 10.7 10.4 A B B B

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 6 6 6 6 38.7 50.4 38.4 49.6 3.0 3.5 3.0 3.2 48.6 53.5 43.8 50.4 E F E F

Commercial Road NB to Marketway S-W NBL 13 14 14 13 38.7 50.4 38.4 49.6 3.0 3.5 3.0 3.2 44.7 49.2 46.9 46.6 E E E E

Commercial Road NB to Cornmill street S-SE NBR 9 9 9 9 38.7 50.4 38.4 49.6 3.0 3.5 3.0 3.2 28.0 23.8 28.7 22.3 D C D C

Commercial Road SB to Commercial Road SB N-N SBU 52 51 51 50 225.5 228.7 228.8 231.3 8.5 16.0 20.3 16.5 15.9 21.9 23.8 22.4 C C C C

Commercial Road SB to Marketway N-W SBR 1564 1739 1744 1717 225.5 228.7 228.8 231.3 8.5 16.0 20.3 16.5 17.4 25.1 26.7 25.3 C D D D

Commercial Road SB to Cornmill street N-SE SBT 270 299 301 296 225.5 228.7 228.8 231.3 8.5 16.0 20.3 16.5 11.5 14.0 15.7 14.7 B B C B


Marketway to Marketway W-W EBU 2 2 2 2 102.6 65.0 88.7 80.4 0.9 0.9 1.3 1.3 7.2 21.8 18.0 17.6 A C C C



Cornmill street to Commercial Road SB E-N WBR 201 211 206 209 173.4 182.3 174.3 169.9 9.0 25.9 25.8 21.0 17.9 34.6 34.1 30.6 C D D D

Cornmill street to Marketway E-W WBT 178 180 171 176 173.4 182.3 174.3 169.9 9.0 25.9 25.8 21.0 17.1 31.3 31.3 29.2 C D D D


All 2455 2687 2681 2656 225.5 228.7 228.8 231.3 5.4 12.1 13.1 10.8 16.6 24.2 25.4 23.9 C C D C


Lake Road NB to Cornmill street SW-NW EBL 89 91 88 91 81.5 86.1 92.7 85.5 3.0 13.4 14.6 8.1 29.7 99.3 96.3 63.8 D F F F

Lake Road NB to Lake Road SB SW-E EBT 90 87 84 88 81.5 86.1 92.7 85.5 3.0 13.4 14.6 8.1 13.1 50.7 45.3 26.1 B F E D

Cornmill street to Lake Road NB NW-W SBR 82 86 85 85 82.6 81.5 82.1 82.6 1.8 1.4 1.4 1.5 7.6 10.7 12.1 10.7 A B B B

Cornmill street to Cornmill street NW-NW SBU 1 3 3 3 82.6 81.5 82.1 82.6 1.8 1.4 1.4 1.5 32.3 31.4 43.6 23.9 D D E C


Lake Road SB to Lake Road NB E-W WBT 50 51 50 51 231.5 231.5 231.5 231.5 15.3 52.7 53.7 32.8 28.6 83.8 86.2 53.3 D F F F

Lake Road SB to Cornmill street E-NW WBT 289 304 292 299 231.5 231.5 231.5 231.5 15.3 52.7 53.7 32.8 40.7 115.1 118.0 77.1 E F F F


All 889 937 922 931 231.5 231.5 231.5 231.5 6.7 22.5 23.3 14.1 22.3 59.0 57.5 39.2 C F F E

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 2 2 1 2 231.5 231.5 231.4 231.5 84.7 165.3 31.3 160.8 124.7 250.7 75.4 237.8 F F F F

Lake Road SB to Holbrook Road NE-S WBR 173 167 162 171 231.5 231.5 231.4 231.5 84.7 165.3 31.3 160.8 129.5 270.9 61.3 246.1 F F F F

Lake Road SB to Church Street NE-NW WBR 59 57 60 58 231.5 231.5 231.4 231.5 84.7 165.3 31.3 160.8 123.2 272.5 102.7 262.1 F F F F

Lake Road SB to Lake Road NB NE-W WBT 207 210 206 215 231.5 231.5 231.4 231.5 84.7 165.3 31.3 160.8 124.1 267.9 80.8 247.4 F F F F

Holbrook Road to Lake Road SB SE-E NBR 194 190 186 194 235.9 235.9 235.8 235.9 72.0 153.1 170.7 163.1 139.8 333.6 389.9 340.5 F F F F

Holbrook Road to Holbrook Road SE-S NBL 1 1 1 1 235.9 235.9 235.8 235.9 72.0 153.1 170.7 163.1 5.0 71.3 82.7 108.7 A F F F

Holbrook Road to Church Street SE-NW NBT 378 365 363 375 235.9 235.9 235.8 235.9 72.0 153.1 170.7 163.1 149.0 344.2 428.3 350.7 F F F F

Holbrook Road to Lake Road NB SE-W NBL 102 105 103 108 235.9 235.9 235.8 235.9 72.0 153.1 170.7 163.1 124.2 277.8 329.9 270.9 F F F F

Church Street to Lake Road SB NW-E SBL 79 88 89 88 230.9 234.6 225.4 228.8 17.1 41.0 11.7 35.5 53.7 69.1 41.3 61.6 F F E F

Church Street to Holbrook Road NW-S SBT 427 469 472 463 230.9 234.6 225.4 228.8 17.1 41.0 11.7 35.5 45.0 71.1 47.6 66.5 E F E F

Church Street to Church Street NW-NW SBU 1 1 1 1 230.9 234.6 225.4 228.8 17.1 41.0 11.7 35.5 14.5 18.5 94.8 40.7 B C F E

Church Street to Lake Road NB NW-W SBR 13 13 13 13 230.9 234.6 225.4 228.8 17.1 41.0 11.7 35.5 48.5 87.6 74.3 78.8 E F F F

Lake Road NB to Lake Road SB SW-E EBT 153 165 165 165 231.5 189.1 235.8 187.1 12.9 12.0 12.9 10.1 21.1 19.9 19.9 17.3 C C C C

Lake Road NB to Holbrook Road SW-S EBR 222 229 230 229 231.5 189.1 235.8 187.1 12.9 12.0 12.9 10.1 22.5 22.3 22.4 19.6 C C C C

Lake Road NB to Church Street SW-NW EBL 9 10 10 10 231.5 189.1 235.8 187.1 12.9 12.0 12.9 10.1 21.0 24.0 45.5 29.4 C C E D


All 2020 2072 2063 2090 235.9 235.9 235.8 235.9 46.7 92.8 56.6 92.4 91.0 186.0 159.8 182.8 F F F F


Unicorn Road WB to Unicorn Road EB NW-S SBT 20 20 20 20 27.4 37.8 29.5 27.6 2.5 2.6 2.9 2.8 40.4 41.5 44.4 43.2 D D D D

Unicorn Road WB to Alfred Road NW-SW SBR 26 27 27 27 27.4 37.8 29.5 27.6 2.5 2.6 2.9 2.8 43.0 45.0 52.4 48.1 D D D D

Market Way to Unicorn Road WB NE-NW WBR 41 44 45 45 223.2 224.1 225.0 224.8 10.9 15.1 19.8 16.3 51.1 54.3 56.7 55.0 D D E D

Market Way to Unicorn Road EB NE-S WBU 346 376 373 372 223.2 224.1 225.0 224.8 10.9 15.1 19.8 16.3 9.7 10.4 12.1 11.4 A B B B


Unicorn Road EB to Unicorn Road WB S-NW NBT 17 17 17 17 65.5 83.6 81.9 75.2 9.2 10.2 10.4 10.3 42.9 43.0 48.4 44.7 D D D D



Alfred Road to Unicorn Road WB SW-NW EBL 67 63 64 63 167.0 177.2 160.6 165.4 13.6 15.1 14.5 14.5 16.1 16.0 15.6 16.4 B B B B

Alfred Road to Market Way SW-NE EBT 942 999 1005 1003 167.0 177.2 160.6 165.4 13.6 15.1 14.5 14.5 15.9 16.5 16.0 15.8 B B B B

All 2841 3056 3063 3053 223.2 224.1 225.0 224.8 7.9 9.5 10.8 9.8 19.6 21.5 22.7 21.9 B C C C




Stanhope Road to Edinburgh Road EB S-W NBL 8 8 8 8 23.9 24.4 27.3 21.5 0.1 0.1 0.1 0.1 16.8 15.8 17.2 15.4 C C C C

Edinburgh Road WB to Stanhope Road E-S WBL 15 16 15 15 72.7 40.9 69.0 78.1 0.5 0.6 0.6 0.6 11.8 10.7 10.2 12.5 B B B B












All 639 674 672 671 72.7 44.9 69.0 78.1 0.2 0.2 0.2 0.2 5.2 5.2 5.1 5.1 A A A A



Alfred Road to Queen St NE-W WBT 321 352 353 349 234.3 231.4 232.6 230.6 42.6 60.1 59.5 56.7 61.8 70.3 69.5 67.4 E E E E

Alfred Road to Anglesea Road NE-S WBR 933 1025 1028 1020 230.5 225.4 228.8 226.8 18.5 26.5 28.3 28.8 11.8 15.5 15.9 16.4 B B B B


Anglesea Road to Queen St S-W NBL 37 39 39 39 75.9 72.5 82.8 76.9 0.5 0.6 0.6 0.7 12.8 13.0 13.3 13.8 B B B B

Anglesea Road to Alfred Road S-NE NBR 773 825 826 829 116.1 145.2 116.2 108.7 7.9 8.7 8.5 8.6 13.0 13.5 13.3 13.4 B B B B

All 2427 2614 2618 2609 234.3 231.4 232.6 230.6 13.3 17.0 17.2 16.8 22.7 25.2 25.3 25.1 C C C C







St Paul's Road to Anglesea Road S-N NBT 44 44 44 44 17.3 17.5 17.5 17.6 0.1 0.1 0.1 0.1 8.2 11.2 10.3 10.5 A B B B




Cambridge Road to Cambridge Road SW-SW EBU 0 0 0 0 96.8 157.8 157.8 157.8 1.2 2.2 2.2 2.2 0.0 0.0 0.0 0.0 A A A A

Cambridge Road to Hampshire Terrace SW-S EBR 8 7 7 8 96.8 157.8 157.8 157.8 1.2 2.2 2.2 2.2 24.2 39.5 38.5 42.2 C D D D



Hampshire Terrace to Wiltshire Street S-E NBR 3 3 4 4 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 29.2 63.6 71.1 89.8 D F F F

Hampshire Terrace to Waltham St S-S NBU 1 1 1 1 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 20.0 29.5 27.6 26.2 C D D D

Hampshire Terrace to Guildhall Walk S-NE NBT 25 28 28 29 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 33.5 111.1 110.3 123.0 D F F F

Hampshire Terrace to Cambridge Road S-SW NBL 11 10 10 10 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 17.6 62.1 59.5 73.5 C F F F

Hampshire Terrace to Hampshire Terrace S-S NBU 4 3 4 4 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 27.9 106.1 98.9 101.0 D F F F

Hampshire Terrace to Winston churchill avenue S-E NBR 73 73 73 75 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 38.4 135.7 138.2 150.9 E F F F

Hampshire Terrace to Anglesea Road S-N NBT 342 373 372 376 225.2 235.9 235.8 235.9 12.4 54.1 53.5 59.4 24.3 95.0 94.4 108.3 C F F F



Winston churchill avenue to Guildhall Walk E-NE WBR 21 19 20 20 62.9 47.9 49.8 54.0 6.7 6.3 6.1 6.3 41.5 65.1 68.0 64.9 D E E E








Anglesea Road to Cambridge Road N-SW SBR 155 167 168 164 79.4 72.2 132.7 76.6 0.9 5.1 5.4 5.3 22.7 29.5 29.8 30.1 C C C C




All 2104 2225 2231 2223 225.2 235.9 235.8 235.9 4.3 13.6 13.5 14.7 21.3 42.0 42.0 45.6 C D D D

511 Park Road Park Road to Anglesea Road W-N EBL 129 133 133 133 73.8 60.8 60.8 60.8 7.1 7.3 7.3 7.3 34.6 34.6 34.6 34.6 C C C C

Anglesea Road SB to Park Road N-W SBR 152 170 171 166 230.8 231.5 231.5 235.9 16.4 20.2 20.4 20.5 54.8 59.1 59.0 59.5 D E E E

Anglesea Road SB to Anglesea Road SB N-S SBT 800 872 874 863 230.8 231.5 231.5 235.9 16.4 20.2 20.4 20.5 9.9 11.2 11.7 12.4 A B B B

Anglesea Road to Park Road S-W NBL 54 54 54 54 86.9 67.8 80.6 81.5 5.2 5.2 5.1 5.3 10.3 8.7 8.5 8.5 B A A A

Anglesea Road to Anglesea Road S-N NBT 677 723 722 727 86.9 67.8 80.6 81.5 5.2 5.2 5.1 5.3 8.8 8.1 8.0 8.2 A A A A

All 1811 1952 1954 1943 230.8 231.5 231.5 235.9 10.0 11.6 11.6 11.8 15.1 15.9 16.1 16.4 B B B B

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 132 133 133 133 51.0 63.5 51.1 61.6 4.2 3.7 3.7 3.8 20.9 19.8 19.7 20.4 C B B C




All 2186 2162 2156 2161 160.7 120.9 115.7 122.5 3.8 3.6 3.6 3.7 9.4 9.3 9.6 9.6 A A A A

0 Network Total All 30378 32166 32141 32071 235.9 235.9 235.8 235.9 11.9 22.9 19.4 22.4 26.3 40.2 38.4 39.7 D D D D

103599 107108 107291 107205 235.9 236.0 235.9 236.0 13.8 24.2 21.5 24.1 26.0 38.1 36.8 37.6 D D D D

09

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G. 2013 PM Peak Comparison Results

Portsmouth AQMA - Corridor 1 - 2013 PM Peak Comparison







A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 138 137 137 137 77.1 77.4 77.1 80.2 8.4 1.9 2.0 2.1 17.0 23.5 23.4 23.3 C C C C

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 451 453 453 453 77.1 77.4 77.1 80.2 8.4 1.9 2.0 2.1 15.0 21.4 21.4 21.7 C C C C

M275 SB Service Road to Wharf Road NW-W SBR 110 111 111 111 235.7 113.9 109.3 108.4 112.0 16.4 16.1 16.1 70.8 20.9 21.0 20.9 F C C C

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 235 242 242 242 235.7 113.9 109.3 108.4 112.0 16.4 16.1 16.1 157.5 22.2 21.8 21.9 F C C C

M275 SB Service Road to M275 NB Service Road NW-NW SBU 30 31 31 31 235.7 113.9 109.3 108.4 112.0 16.4 16.1 16.1 76.4 27.7 27.6 27.7 F D D D

M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 399 397 397 397 235.7 113.9 109.3 108.4 112.0 16.4 16.1 16.1 95.8 22.5 22.1 22.2 F C C C

M275 SB Service Road to M275 SB Service Road NW-S SBT 41 41 41 41 235.7 113.9 109.3 108.4 112.0 16.4 16.1 16.1 78.6 21.1 21.0 20.7 F C C C

A3 Twyford Avenue to Wharf Road NE-W WBT 15 15 15 15 213.9 129.3 129.3 129.3 3.5 10.5 10.5 10.3 17.9 41.4 41.1 40.3 C E E E

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 9 9 9 9 213.9 129.3 129.3 129.3 3.5 10.5 10.5 10.3 24.5 50.5 51.8 50.0 C F F E

A3 Twyford Avenue to M275 NB Service Road NE-NW WBR 122 123 123 123 213.9 129.3 129.3 129.3 3.5 10.5 10.5 10.3 20.5 45.8 45.8 45.5 C E E E

A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 131 130 130 130 213.9 129.3 129.3 129.3 3.5 10.5 10.5 10.3 12.9 33.4 33.3 32.3 B D D D

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 368 370 370 370 213.9 129.3 129.3 129.3 3.5 10.5 10.5 10.3 20.3 33.4 33.4 33.0 C D D D

Wharf Road to Wharf Road W-W EBU 0 0 0 0 122.8 159.3 159.3 157.3 4.8 2.4 2.4 2.1 5.6 10.0 10.0 0.0 A B B A

Wharf Road to A3 Twyford Avenue W-NE EBT 43 42 42 43 122.8 159.3 159.3 157.3 4.8 2.4 2.4 2.1 45.8 87.8 87.8 89.6 E F F F

Wharf Road to M275 NB Service Road W-NW EBL 334 334 334 334 122.8 159.3 159.3 157.3 4.8 2.4 2.4 2.1 31.9 31.5 31.5 31.2 D D D D

Wharf Road to A2047 Kingston Cresent W-SE EBR 52 52 52 52 122.8 159.3 159.3 157.3 4.8 2.4 2.4 2.1 54.6 114.7 114.9 116.6 F F F F



M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 499 496 495 493 148.6 147.3 143.6 117.8 5.2 2.7 3.2 2.3 34.7 35.0 35.1 33.8 D D E D

M275 NB Service Road to M275 BB Service Road S-NW NBT 89 88 88 87 148.6 147.3 143.6 117.8 5.2 2.7 3.2 2.3 10.0 23.8 25.3 23.8 A C D C

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 136 134 134 133 148.6 147.3 143.6 117.8 5.2 2.7 3.2 2.3 17.9 52.8 52.7 50.7 C F F F

M275 NB Service Road to M275 SB Service Road S-S NBU 4 4 4 4 148.6 147.3 143.6 117.8 5.2 2.7 3.2 2.3 28.0 44.1 46.9 45.8 D E E E

All 8632 8569 8584 8575 235.8 235.8 234.6 228.6 24.8 6.4 6.4 6.1 18.9 15.3 14.8 14.5 C C B B


Mile End Road to Commercial Road N-S SBT 1770 1761 1774 1768 236.0 236.0 235.9 231.3 16.8 21.6 16.0 19.0 20.7 26.3 19.4 22.3 C C B C

Mile End Road to Church Street N-E SBL 599 598 602 601 236.0 236.0 235.9 231.3 16.8 21.6 16.0 19.0 21.4 21.4 16.4 16.6 C C B B

Hope Street to Mile End Road SW-N NBT 1979 1980 1979 1974 231.4 231.5 231.2 231.5 96.5 92.6 97.2 91.1 29.9 28.8 30.0 28.4 C C C C


Hope Street to Commercial Road SW-S NBU 20 19 20 20 25.0 26.7 30.2 30.1 0.8 1.0 0.9 1.0 173.3 177.9 180.7 166.2 F F F F

Hope Street to Church Street SW-E NBR 53 54 54 53 25.0 26.7 30.2 30.1 0.8 1.0 0.9 1.0 102.0 82.9 83.3 83.3 F F F F


Commercial Road to Commercial Road S-S NBU 3 3 3 4 71.8 52.1 50.3 53.3 3.3 2.9 3.1 2.9 66.7 73.2 64.7 66.2 E E E E

Commercial Road to Church Street S-E NBR 13 14 14 13 71.8 52.1 50.3 53.3 3.3 2.9 3.1 2.9 79.0 56.1 52.7 52.8 E E D D




All 5520 5452 5469 5459 236.0 236.0 235.9 231.5 26.3 52.7 51.6 52.0 35.4 47.5 45.1 44.4 D D D D


Cascade's Approach to Marketway WB S-E NBR 100 101 101 101 43.0 46.2 42.9 43.0 2.0 2.0 2.0 2.0 13.0 13.1 12.6 13.0 B B B B

Cascade's Approach to Marketway EB S-W NBL 45 45 46 45 43.0 46.2 42.9 43.0 2.0 2.0 2.0 2.0 11.1 11.0 12.2 10.8 B B B B

Marketway WB to Cascade's Approach NE-SW WBT 48 48 48 47 224.5 223.7 224.8 224.5 6.5 5.0 5.5 5.6 4.9 8.6 9.7 10.2 A A A B

Marketway WB to Marketway WB NE-E WBL 44 45 45 45 224.5 223.7 224.8 224.5 6.5 5.0 5.5 5.6 13.0 12.1 13.8 14.2 B B B B

Marketway WB to Marketway EB NE-W WBT 1451 1445 1458 1454 224.5 223.7 224.8 224.5 6.5 5.0 5.5 5.6 12.0 11.5 12.6 13.0 B B B B






All 3897 3892 3904 3901 224.5 223.7 224.8 224.5 2.4 2.0 2.1 2.2 8.2 8.1 8.5 8.8 A A A A

504 Marketway Roundabout Commercial Road NB to Commercial Road SB S-N NBT 6 6 6 6 51.5 44.5 50.7 44.4 2.7 2.7 2.7 2.7 43.6 44.8 45.3 42.6 E E E E


Commercial Road NB to Cornmill street S-SE NBR 6 6 6 6 51.5 44.5 50.7 44.4 2.7 2.7 2.7 2.7 30.9 36.3 31.1 31.2 D E D D


Commercial Road SB to Marketway N-W SBR 1372 1362 1371 1369 235.5 228.7 225.2 235.8 23.5 23.3 14.6 16.8 24.7 26.4 22.0 24.0 C D C C

Commercial Road SB to Cornmill street N-SE SBT 394 390 394 393 235.5 228.7 225.2 235.8 23.5 23.3 14.6 16.8 35.4 32.8 23.2 24.3 E D C C

Marketway to Commercial Road SB W-N EBL 191 191 190 189 90.3 90.5 76.8 68.9 1.3 1.2 1.2 1.1 10.9 10.5 11.3 11.4 B B B B

Marketway to Marketway W-W EBU 2 2 2 2 90.3 90.5 76.8 68.9 1.3 1.2 1.2 1.1 12.7 13.1 17.0 15.6 B B C C

Marketway to Cornmill street W-SE EBT 114 112 113 112 90.3 90.5 76.8 68.9 1.3 1.2 1.2 1.1 18.3 20.2 18.4 18.1 C C C C


Cornmill street to Commercial Road SB E-N WBR 299 299 302 301 124.0 103.7 98.5 106.4 5.2 5.8 5.7 6.5 12.7 14.3 14.4 15.1 B B B C

Cornmill street to Marketway E-W WBT 184 184 187 185 124.0 103.7 98.5 106.4 5.2 5.8 5.7 6.5 12.2 13.9 14.8 15.7 B B B C


All 2610 2594 2613 2606 235.5 228.7 225.2 235.8 7.7 7.7 5.7 6.4 22.9 23.7 20.0 21.4 C C C C




Cornmill street to Lake Road NB NW-W SBR 57 56 57 57 92.5 97.4 87.5 83.3 6.4 9.2 5.9 5.0 25.5 26.6 20.7 22.0 D D C C

Cornmill street to Cornmill street NW-NW SBU 3 3 3 3 92.5 97.4 87.5 83.3 6.4 9.2 5.9 5.0 41.7 51.7 15.3 50.2 E F C F

Cornmill street to Lake Road SB NW-E SBL 450 446 450 449 92.5 97.4 87.5 83.3 6.4 9.2 5.9 5.0 25.9 28.4 21.5 23.0 D D C C

Lake Road SB to Lake Road NB E-W WBT 27 27 27 27 200.2 162.8 66.3 49.2 1.8 1.5 1.5 1.4 5.8 6.3 6.6 6.0 A A A A

Lake Road SB to Cornmill street E-NW WBT 302 301 305 303 200.2 162.8 66.3 49.2 1.8 1.5 1.5 1.4 7.7 7.8 7.8 8.2 A A A A


All 1128 1123 1133 1130 200.2 162.8 87.5 83.3 2.9 3.7 2.6 2.4 15.4 16.6 13.4 14.5 C C B B

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 0 0 0 0 161.1 189.1 153.9 179.8 20.0 18.8 1.0 17.4 0.0 0.0 0.0 0.0 A A A A

Lake Road SB to Holbrook Road NE-S WBR 160 160 160 160 161.1 189.1 153.9 179.8 20.0 18.8 1.0 17.4 32.1 31.0 15.2 30.0 D D C D

Lake Road SB to Church Street NE-NW WBR 72 72 72 72 161.1 189.1 153.9 179.8 20.0 18.8 1.0 17.4 34.4 33.7 23.6 32.3 D D C D

Lake Road SB to Lake Road NB NE-W WBT 178 178 179 179 161.1 189.1 153.9 179.8 20.0 18.8 1.0 17.4 35.0 35.5 21.9 34.0 D E C D

Holbrook Road to Lake Road SB SE-E NBR 339 337 337 338 226.5 228.6 231.5 231.3 14.6 23.2 27.0 23.1 21.1 27.9 30.3 27.9 C D D D


Holbrook Road to Church Street SE-NW NBT 403 400 399 400 226.5 228.6 231.5 231.3 14.6 23.2 27.0 23.1 20.4 27.3 33.2 27.7 C D D D

Holbrook Road to Lake Road NB SE-W NBL 140 139 139 139 226.5 228.6 231.5 231.3 14.6 23.2 27.0 23.1 6.6 9.4 9.5 9.2 A A A A

Church Street to Lake Road SB NW-E SBL 64 61 63 61 225.4 201.0 81.8 225.5 34.5 24.2 1.6 25.9 50.8 53.1 25.5 47.6 F F D E

Church Street to Holbrook Road NW-S SBT 401 380 384 380 225.4 201.0 81.8 225.5 34.5 24.2 1.6 25.9 48.6 51.3 38.4 48.2 E F E E


Church Street to Lake Road NB NW-W SBR 14 13 13 13 225.4 201.0 81.8 225.5 34.5 24.2 1.6 25.9 56.0 41.9 52.4 55.3 F E F F

Lake Road NB to Lake Road SB SW-E EBT 239 237 239 238 235.9 231.5 231.5 231.5 115.0 114.9 105.8 109.5 99.3 98.0 90.6 93.5 F F F F

Lake Road NB to Holbrook Road SW-S EBR 298 297 299 298 235.9 231.5 231.5 231.5 115.0 114.9 105.8 109.5 99.1 100.4 92.0 95.7 F F F F

Lake Road NB to Church Street SW-NW EBL 11 11 11 11 235.9 231.5 231.5 231.5 115.0 114.9 105.8 109.5 84.6 89.0 82.9 79.0 F F F F


All 2318 2285 2297 2288 235.9 231.5 231.5 231.5 46.0 45.3 33.9 44.0 46.6 49.3 43.5 47.5 E E E E




Market Way to Unicorn Road WB NE-NW WBR 27 27 28 27 219.5 194.4 215.7 220.1 11.1 9.1 9.8 10.5 52.2 54.5 53.6 57.9 D D D E


Market Way to Alfred Road NE-SW WBT 1250 1227 1242 1239 219.5 194.4 215.7 220.1 11.1 9.1 9.8 10.5 21.0 19.7 19.4 20.4 C B B C






All 3983 3969 3988 3987 229.4 225.4 224.1 222.2 16.1 15.5 15.6 16.0 25.4 24.9 24.6 25.3 C C C C

















All 717 730 732 731 47.6 49.6 62.6 64.5 0.2 0.3 0.3 0.3 5.5 5.5 5.5 5.6 A A A A

509 Queen Street Queen St to Alfred Road W-NE EBL 495 490 490 490 163.0 163.0 163.7 172.0 16.6 21.6 21.4 21.8 29.8 35.6 35.3 35.8 C D D D



Alfred Road to Anglesea Road NE-S WBR 1051 1042 1055 1049 221.4 208.8 221.5 218.4 9.1 6.8 6.9 7.9 10.3 8.7 8.7 9.5 B A A A

Bishop Crispian Way to Queen St E-W WBT 80 93 93 93 84.1 89.3 85.1 84.4 8.6 10.2 10.0 10.0 51.9 54.1 53.1 54.0 D D D D



All 3206 3196 3212 3207 224.9 225.3 223.7 224.5 12.8 13.5 13.3 13.7 22.9 23.2 22.9 23.4 C C C C







St Paul's Road to Anglesea Road S-N NBT 104 104 105 105 31.9 26.8 30.5 26.8 0.4 0.4 0.4 0.4 11.1 13.1 12.8 13.2 B B B B




Cambridge Road to Cambridge Road SW-SW EBU 1 1 1 1 173.1 157.1 157.2 157.1 2.8 4.0 4.1 4.0 23.0 32.2 33.6 29.3 C C C C






Hampshire Terrace to Guildhall Walk S-NE NBT 12 12 12 12 127.4 146.6 209.9 224.0 9.8 15.3 15.1 16.8 35.6 59.9 64.7 65.4 E F F F

Hampshire Terrace to Cambridge Road S-SW NBL 18 18 18 18 127.4 146.6 209.9 224.0 9.8 15.3 15.1 16.8 22.8 30.0 30.7 32.0 C D D D

Hampshire Terrace to Hampshire Terrace S-S NBU 6 5 5 5 127.4 146.6 209.9 224.0 9.8 15.3 15.1 16.8 36.9 53.8 58.1 63.4 E F F F

Hampshire Terrace to Winston churchill avenue S-E NBR 57 57 57 58 127.4 146.6 209.9 224.0 9.8 15.3 15.1 16.8 34.6 65.6 66.4 70.1 D F F F

Hampshire Terrace to Anglesea Road S-N NBT 324 322 323 322 127.4 146.6 209.9 224.0 9.8 15.3 15.1 16.8 25.3 32.7 32.5 34.4 D D D D











Anglesea Road to Cambridge Road N-SW SBR 173 174 176 177 81.9 72.0 75.4 70.8 1.4 6.7 6.7 6.3 25.2 31.1 31.1 32.1 D C C C



Anglesea Road to Anglesea Road N-N SBU 75 75 77 77 81.9 72.0 75.4 70.8 1.4 6.7 6.7 6.3 30.0 34.0 34.2 34.9 D C C C

All 2492 2480 2496 2495 173.1 157.1 209.9 224.0 4.9 6.8 6.8 7.0 24.0 28.5 28.9 29.4 C D D D

511 Park Road Park Road to Anglesea Road W-N EBL 273 273 273 273 120.1 120.3 120.3 120.3 24.5 24.7 24.7 24.7 56.5 56.6 56.6 56.6 E E E E

Anglesea Road SB to Park Road N-W SBR 139 136 138 137 225.4 224.3 224.5 225.5 22.2 23.0 23.4 24.5 56.0 58.6 57.1 57.5 E E E E

Anglesea Road SB to Anglesea Road SB N-S SBT 916 907 915 911 225.4 224.3 224.5 225.5 22.2 23.0 23.4 24.5 14.5 14.6 15.0 15.9 B B B B

Anglesea Road to Park Road S-W NBL 35 35 35 35 198.6 114.7 121.0 118.5 10.2 9.4 9.4 9.2 13.5 10.8 10.6 9.6 B B B A


All 2344 2335 2346 2341 225.4 224.3 224.5 225.5 17.9 17.9 18.1 18.4 20.8 20.4 20.5 20.8 C C C C

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 1067 1066 1062 1063 235.7 235.8 235.9 235.9 147.0 127.0 126.4 125.0 102.6 90.6 88.3 89.3 F F F F



Mile end Road NB to Mile end Road NB S-N NBT 2954 2904 2907 2907 225.4 226.1 235.7 231.2 51.7 48.4 49.9 47.6 20.8 20.4 20.8 20.0 C C C C

All 4195 4141 4140 4143 235.7 235.8 235.9 235.9 50.8 45.0 45.2 44.3 41.8 38.7 38.2 38.0 D D D D

0 NETWORK TOTALS All All 41041 40767 40914 40862 236.0 236.0 235.9 235.9 15.8 15.1 13.7 14.8 25.3 26.2 25.2 25.5 D C C C

LOS

16

:00

-17

:00

Volume Max QL (m) Avg QL (m) Delay (secs)




A2047 Kingston Cresent to Wharf Road E-W WBT 7 7 7 7 80.6 78.5 81.1 81.2 12.3 3.2 3.2 3.0 9.7 9.4 10.3 10.0 A A B A



A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 187 188 188 188 80.6 78.5 81.1 81.2 12.3 3.2 3.2 3.0 20.2 25.0 25.0 24.8 C C C C

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 490 487 487 487 80.6 78.5 81.1 81.2 12.3 3.2 3.2 3.0 18.4 23.6 23.7 23.2 C C C C

M275 SB Service Road to Wharf Road NW-W SBR 86 89 89 89 235.7 139.6 121.0 171.4 140.0 26.0 23.5 27.5 121.1 20.5 20.4 20.5 F C C C

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 295 301 300 300 235.7 139.6 121.0 171.4 140.0 26.0 23.5 27.5 226.9 29.9 26.6 32.4 F D D D


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 459 468 468 467 235.7 139.6 121.0 171.4 140.0 26.0 23.5 27.5 145.4 31.9 28.5 34.5 F D D D

M275 SB Service Road to M275 SB Service Road NW-S SBT 22 22 22 22 235.7 139.6 121.0 171.4 140.0 26.0 23.5 27.5 133.5 21.4 20.1 22.3 F C C C

A3 Twyford Avenue to Wharf Road NE-W WBT 14 14 14 14 134.6 180.8 180.8 218.1 3.9 12.9 12.8 12.9 17.7 39.4 40.0 40.2 C E E E

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 10 10 10 10 134.6 180.8 180.8 218.1 3.9 12.9 12.8 12.9 23.7 43.5 43.0 44.9 C E E E


A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 127 129 129 129 134.6 180.8 180.8 218.1 3.9 12.9 12.8 12.9 14.9 36.1 35.9 35.5 B E E E

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 389 395 395 395 134.6 180.8 180.8 218.1 3.9 12.9 12.8 12.9 21.3 36.2 36.1 35.8 C E E E

Wharf Road to Wharf Road W-W EBU 0 0 0 0 161.0 56.2 56.2 63.2 5.7 0.4 0.5 0.6 0.0 0.0 0.0 0.0 A A A A



Wharf Road to A2047 Kingston Cresent W-SE EBR 35 35 35 35 161.0 56.2 56.2 63.2 5.7 0.4 0.5 0.6 56.0 113.9 114.2 114.5 F F F F

Wharf Road to M275 SB Service Road W-S EBR2 74 73 73 73 161.0 56.2 56.2 63.2 5.7 0.4 0.5 0.6 55.0 112.4 112.5 115.0 F F F F


M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 470 466 467 467 226.7 158.9 167.5 132.4 30.1 3.2 4.2 2.8 71.4 34.9 37.5 35.2 F D E E

M275 NB Service Road to M275 BB Service Road S-NW NBT 78 78 78 77 226.7 158.9 167.5 132.4 30.1 3.2 4.2 2.8 15.1 25.9 26.6 23.9 C D D C

M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 115 115 114 115 226.7 158.9 167.5 132.4 30.1 3.2 4.2 2.8 23.9 50.0 52.5 50.3 C E F F

M275 NB Service Road to M275 SB Service Road S-S NBU 5 5 5 5 226.7 158.9 167.5 132.4 30.1 3.2 4.2 2.8 64.1 49.6 44.2 48.1 F E E E

All 8494 8500 8492 8496 235.7 231.5 225.3 231.4 35.6 8.6 8.2 8.8 28.6 17.4 15.1 17.0 D C C C


Mile End Road to Commercial Road N-S SBT 2120 2137 2125 2126 235.9 235.8 235.9 231.3 22.3 32.6 18.2 29.6 21.5 32.1 19.0 30.8 C C B C

Mile End Road to Church Street N-E SBL 694 700 696 696 235.9 235.8 235.9 231.3 22.3 32.6 18.2 29.6 26.5 29.1 17.0 23.7 C C B C

Hope Street to Mile End Road SW-N NBT 1746 1749 1749 1751 225.1 225.0 225.4 226.6 57.2 55.4 55.2 56.1 25.1 24.1 23.8 23.8 C C C C



Hope Street to Church Street SW-E NBR 60 59 59 59 34.1 29.4 30.2 28.7 1.0 1.0 1.0 1.0 102.6 82.7 80.3 80.1 F F F F



Commercial Road to Church Street S-E NBR 13 13 13 13 69.2 65.7 67.1 64.8 3.7 3.1 3.2 3.0 78.0 53.1 51.9 53.0 E D D D




All 5713 5694 5680 5679 235.9 235.8 235.9 232.8 21.5 63.9 60.4 63.0 33.3 64.7 56.1 60.3 C E E E


Cascade's Approach to Marketway WB S-E NBR 123 123 122 123 82.8 85.1 70.8 67.5 7.9 7.5 6.4 6.8 38.7 36.9 32.0 34.1 E E D D

Cascade's Approach to Marketway EB S-W NBL 41 41 41 40 82.8 85.1 70.8 67.5 7.9 7.5 6.4 6.8 24.5 22.0 20.8 19.7 C C C C









All 4052 4052 4043 4038 231.4 225.0 226.8 224.7 6.7 5.9 5.4 5.8 11.7 11.3 11.3 11.5 B B B B


Commercial Road NB to Marketway S-W NBL 21 22 21 22 38.4 39.2 45.0 39.2 3.5 3.5 3.6 3.6 33.0 33.7 33.8 34.3 D D D D

Commercial Road NB to Cornmill street S-SE NBR 10 10 10 10 38.4 39.2 45.0 39.2 3.5 3.5 3.6 3.6 31.2 30.3 34.0 29.4 D D D D


Commercial Road SB to Marketway N-W SBR 1760 1773 1762 1760 231.5 229.5 232.8 225.4 23.4 18.9 12.9 13.8 28.7 27.9 25.9 26.6 D D D D

Commercial Road SB to Cornmill street N-SE SBT 404 408 404 405 231.5 229.5 232.8 225.4 23.4 18.9 12.9 13.8 26.4 21.8 17.9 17.9 D C C C


Marketway to Marketway W-W EBU 5 5 5 4 68.7 171.8 67.5 65.7 1.1 1.9 1.3 1.1 13.6 19.7 17.3 18.0 B C C C

Marketway to Cornmill street W-SE EBT 103 103 104 104 68.7 171.8 67.5 65.7 1.1 1.9 1.3 1.1 19.3 19.9 17.0 16.5 C C C C


Cornmill street to Commercial Road SB E-N WBR 316 314 315 309 175.3 156.6 159.9 149.2 16.6 19.5 18.9 18.6 24.5 27.9 28.6 29.1 C D D D

Cornmill street to Marketway E-W WBT 164 162 163 163 175.3 156.6 159.9 149.2 16.6 19.5 18.9 18.6 24.5 28.0 29.3 29.4 C D D D


All 2975 2987 2975 2969 231.5 229.5 232.8 225.4 11.1 11.0 9.4 9.4 26.4 25.9 24.2 24.5 D D C C


Lake Road NB to Cornmill street SW-NW EBL 208 207 211 206 88.3 83.2 85.6 85.5 7.7 10.5 7.4 8.4 31.7 36.3 27.6 29.3 D E D D

Lake Road NB to Lake Road SB SW-E EBT 103 102 103 102 88.3 83.2 85.6 85.5 7.7 10.5 7.4 8.4 21.2 24.3 15.6 19.6 C C C C

Cornmill street to Lake Road NB NW-W SBR 45 43 44 43 91.6 82.7 86.0 82.4 5.5 2.4 2.2 1.8 23.4 16.0 13.4 11.7 C C B B

Cornmill street to Cornmill street NW-NW SBU 6 5 5 5 91.6 82.7 86.0 82.4 5.5 2.4 2.2 1.8 36.5 22.6 21.6 15.0 E C C C

Cornmill street to Lake Road SB NW-E SBL 467 473 468 470 91.6 82.7 86.0 82.4 5.5 2.4 2.2 1.8 22.4 14.2 11.9 12.5 C B B B

Lake Road SB to Lake Road NB E-W WBT 20 20 20 20 231.5 224.5 110.8 116.4 9.6 5.4 2.7 2.5 29.1 15.6 9.6 11.3 D C A B

Lake Road SB to Cornmill street E-NW WBT 270 267 264 265 231.5 224.5 110.8 116.4 9.6 5.4 2.7 2.5 35.9 31.5 23.9 23.7 E D C C


All 1118 1117 1116 1111 231.5 224.5 110.8 116.4 7.6 6.1 4.1 4.2 27.2 23.0 18.0 18.5 D C C C

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 2 2 2 2 224.7 186.7 75.0 189.6 24.5 23.7 0.5 22.4 31.7 42.2 23.8 42.5 D E C E

Lake Road SB to Holbrook Road NE-S WBR 200 201 200 201 224.7 186.7 75.0 189.6 24.5 23.7 0.5 22.4 35.1 35.0 15.9 33.5 E D C D

Lake Road SB to Church Street NE-NW WBR 74 74 74 74 224.7 186.7 75.0 189.6 24.5 23.7 0.5 22.4 37.4 41.3 29.3 38.2 E E D E

Lake Road SB to Lake Road NB NE-W WBT 148 148 147 147 224.7 186.7 75.0 189.6 24.5 23.7 0.5 22.4 39.8 38.5 19.8 36.7 E E C E

Holbrook Road to Lake Road SB SE-E NBR 326 327 328 327 224.9 231.4 230.8 231.5 8.9 36.5 40.7 26.5 20.4 44.7 43.5 32.0 C E E D


Holbrook Road to Church Street SE-NW NBT 346 348 349 348 224.9 231.4 230.8 231.5 8.9 36.5 40.7 26.5 20.6 45.0 53.2 32.1 C E F D

Holbrook Road to Lake Road NB SE-W NBL 123 124 124 124 224.9 231.4 230.8 231.5 8.9 36.5 40.7 26.5 8.8 17.4 15.0 11.9 A C B B

Church Street to Lake Road SB NW-E SBL 86 81 80 81 235.8 231.4 131.3 230.8 66.8 47.3 2.5 42.3 90.9 97.1 49.6 100.7 F F E F

Church Street to Holbrook Road NW-S SBT 396 381 378 378 235.8 231.4 131.3 230.8 66.8 47.3 2.5 42.3 85.1 81.7 55.4 81.2 F F F F


Church Street to Lake Road NB NW-W SBR 13 12 12 12 235.8 231.4 131.3 230.8 66.8 47.3 2.5 42.3 72.8 108.5 32.3 92.2 F F D F

Lake Road NB to Lake Road SB SW-E EBT 209 211 209 210 236.0 231.5 235.3 231.5 90.2 73.3 74.9 78.6 77.4 65.3 66.3 70.3 F F F F

Lake Road NB to Holbrook Road SW-S EBR 351 353 352 352 236.0 231.5 235.3 231.5 90.2 73.3 74.9 78.6 74.2 62.3 64.1 65.8 F F F F

Lake Road NB to Church Street SW-NW EBL 13 12 12 12 236.0 231.5 235.3 231.5 90.2 73.3 74.9 78.6 80.9 71.7 85.1 75.6 F F F F

Lake Road NB to Lake Road NB SW-W NBL 1 1 1 1 236.0 231.5 235.3 231.5 90.2 73.3 74.9 78.6 18.1 25.5 36.5 20.0 C D E C

All 2288 2276 2270 2271 236.0 231.5 235.3 231.5 47.6 45.2 29.6 42.4 51.1 55.3 46.7 51.7 F F E F




Market Way to Unicorn Road WB NE-NW WBR 23 23 23 23 222.7 219.1 222.0 217.6 19.9 18.1 15.3 16.8 36.0 36.7 36.9 36.9 D D D D


Market Way to Alfred Road NE-SW WBT 1594 1586 1572 1575 222.7 219.1 222.0 217.6 19.9 18.1 15.3 16.8 22.2 21.3 19.5 20.4 C C B C




Alfred Road to Unicorn Road WB SW-NW EBL 18 18 18 18 220.1 217.6 216.4 219.4 18.3 19.0 18.8 20.2 13.0 14.2 10.9 13.7 B B B B

Alfred Road to Market Way SW-NE EBT 1627 1624 1622 1619 220.1 217.6 216.4 219.4 18.3 19.0 18.8 20.2 13.2 13.9 13.7 14.3 B B B B

All 4064 4067 4051 4050 222.7 219.1 222.0 219.4 13.3 13.0 12.2 12.8 20.7 20.6 19.7 20.4 C C B C




Stanhope Road to Edinburgh Road EB S-W NBL 8 8 8 8 57.6 21.2 33.2 36.8 0.2 0.1 0.2 0.2 16.8 15.1 14.7 15.3 C C B C













All 744 759 757 756 68.3 78.3 57.3 72.9 0.3 0.3 0.2 0.3 4.8 4.9 4.9 4.9 A A A A



Alfred Road to Queen St NE-W WBT 358 343 341 342 229.0 231.5 226.6 228.5 59.5 50.5 46.6 49.6 66.6 61.0 59.5 62.5 E E E E

Alfred Road to Anglesea Road NE-S WBR 1357 1358 1349 1354 224.9 230.9 224.9 224.7 20.3 19.1 14.8 16.6 14.4 12.7 12.0 12.9 B B B B




All 3479 3474 3464 3469 229.0 231.5 226.6 228.5 17.8 17.5 16.2 16.9 24.6 23.9 23.4 24.1 C C C C





St Paul's Road to Hampshire Terrace S-S NBU 2 2 2 2 54.0 42.9 56.4 57.8 1.6 1.3 1.6 1.7 15.6 10.8 11.4 10.6 C B B B


St Paul's Road to Anglesea Road S-N NBT 142 141 141 141 54.0 42.9 56.4 57.8 1.6 1.3 1.6 1.7 18.1 22.1 23.8 23.0 C C C C

Cambridge Road to Wiltshire Street SW-E EBT 1 1 1 1 109.4 120.4 120.3 120.2 2.0 2.9 2.9 2.9 20.8 23.2 38.6 32.1 C C D C



Cambridge Road to Cambridge Road SW-SW EBU 2 2 2 2 109.4 120.4 120.3 120.2 2.0 2.9 2.9 2.9 36.9 57.1 60.9 54.4 D E E D






Hampshire Terrace to Guildhall Walk S-NE NBT 8 8 8 8 186.7 224.9 223.6 224.7 12.5 25.7 26.5 27.6 46.1 90.3 92.3 89.9 E F F F

Hampshire Terrace to Cambridge Road S-SW NBL 13 13 13 13 186.7 224.9 223.6 224.7 12.5 25.7 26.5 27.6 21.4 33.6 33.1 33.9 C D D D

Hampshire Terrace to Hampshire Terrace S-S NBU 6 6 6 6 186.7 224.9 223.6 224.7 12.5 25.7 26.5 27.6 49.3 87.3 86.8 89.1 E F F F

Hampshire Terrace to Winston churchill avenue S-E NBR 51 52 52 52 186.7 224.9 223.6 224.7 12.5 25.7 26.5 27.6 37.0 77.1 75.5 81.6 E F F F

Hampshire Terrace to Anglesea Road S-N NBT 302 304 304 303 186.7 224.9 223.6 224.7 12.5 25.7 26.5 27.6 29.7 49.0 49.7 51.0 D E E F


Winston churchill avenue to Waltham St E-S WBL 7 7 7 7 99.8 76.8 73.0 73.2 12.9 10.0 10.2 10.2 28.9 19.2 22.0 22.6 C B C C

Winston churchill avenue to Guildhall Walk E-NE WBR 23 23 23 23 99.8 76.8 73.0 73.2 12.9 10.0 10.2 10.2 57.1 87.1 84.4 86.5 E F F F


Winston churchill avenue to Hampshire Terrace E-S WBL 99 100 99 100 99.8 76.8 73.0 73.2 12.9 10.0 10.2 10.2 40.3 35.1 36.1 35.8 D D D D

Winston churchill avenue to Winston churchill avenue E-E WBU 9 9 9 9 99.8 76.8 73.0 73.2 12.9 10.0 10.2 10.2 57.9 83.8 86.0 89.2 E F F F


Anglesea Road to Wiltshire Street N-E SBL 43 42 43 43 75.1 75.3 75.8 133.3 1.7 9.2 9.1 9.2 28.3 32.3 35.2 34.3 D C D C



Anglesea Road to Cambridge Road N-SW SBR 172 172 171 171 75.1 75.3 75.8 133.3 1.7 9.2 9.1 9.2 32.5 40.3 41.5 41.5 D D D D

Anglesea Road to Hampshire Terrace N-S SBT 735 735 731 730 75.1 75.3 75.8 133.3 1.7 9.2 9.1 9.2 28.6 33.9 35.3 34.8 D C D C


Anglesea Road to Anglesea Road N-N SBU 117 118 116 117 75.1 75.3 75.8 133.3 1.7 9.2 9.1 9.2 38.3 44.6 46.0 47.3 E D D D

All 2726 2731 2723 2720 186.7 224.9 223.6 224.7 6.1 9.8 10.1 10.3 29.2 36.2 37.0 37.3 D E E E


Anglesea Road SB to Park Road N-W SBR 174 175 175 174 228.3 231.4 230.3 231.4 40.4 39.8 38.0 41.5 69.6 70.4 64.6 70.1 E E E E

Anglesea Road SB to Anglesea Road SB N-S SBT 1184 1185 1180 1181 228.3 231.4 230.3 231.4 40.4 39.8 38.0 41.5 19.9 19.7 19.7 20.9 B B B C


Anglesea Road to Anglesea Road S-N NBT 967 966 966 965 145.2 116.8 186.1 133.9 8.9 8.2 8.4 8.3 10.9 9.7 9.7 9.8 B A A A

All 2594 2595 2591 2590 228.3 231.4 230.3 231.4 23.5 23.1 22.4 23.8 22.6 22.2 21.8 22.8 C C C C

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 613 612 613 614 224.0 223.6 224.0 223.2 50.0 38.4 37.7 38.1 49.5 42.8 42.3 42.9 D D D D



Mile end Road NB to Mile end Road NB S-N NBT 2721 2673 2677 2669 229.4 224.1 221.6 224.4 30.7 26.6 26.2 26.2 15.4 14.0 13.9 13.8 B B B B

All 3501 3452 3457 3451 229.4 224.1 224.0 224.4 21.2 17.2 16.9 17.0 21.8 19.6 19.4 19.5 C B B B

0 NETWORK TOTALS All 41749 41703 41618 41599 236.0 235.8 235.9 232.8 17.8 17.1 14.9 16.6 26.2 28.4 25.9 27.5 D C C C

17

:00

-18

:00




A2047 Kingston Cresent to Wharf Road E-W WBT 29 29 29 29 74.6 52.8 52.8 56.7 4.9 1.0 1.0 1.0 5.4 10.3 10.2 10.3 A B B B



A2047 Kingston Cresent to A3 Twyford Avenue E-NE WBU 156 157 157 157 74.6 52.8 52.8 56.7 4.9 1.0 1.0 1.0 12.8 21.2 21.1 21.2 B C C C

A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 336 336 336 336 74.6 52.8 52.8 56.7 4.9 1.0 1.0 1.0 11.7 17.8 17.7 17.9 B C C C

M275 SB Service Road to Wharf Road NW-W SBR 153 148 148 148 231.5 225.3 223.9 224.8 45.8 34.4 33.7 30.0 43.1 25.8 21.8 21.7 E D C C

M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 290 272 273 273 231.5 225.3 223.9 224.8 45.8 34.4 33.7 30.0 87.0 48.2 46.7 40.1 F E E E


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 460 445 445 446 231.5 225.3 223.9 224.8 45.8 34.4 33.7 30.0 63.8 48.2 46.5 41.4 F E E E

M275 SB Service Road to M275 SB Service Road NW-S SBT 41 42 42 42 231.5 225.3 223.9 224.8 45.8 34.4 33.7 30.0 47.4 27.8 23.4 25.0 E D C C

A3 Twyford Avenue to Wharf Road NE-W WBT 4 4 4 4 192.8 224.0 224.0 224.0 4.1 10.8 10.8 10.7 20.0 34.3 34.3 34.1 C D D D

A3 Twyford Avenue to A3 Twyford Avenue NE-NE WBU 0 0 0 0 192.8 224.0 224.0 224.0 4.1 10.8 10.8 10.7 0.0 0.0 0.0 0.0 A A A A


A3 Twyford Avenue to A2047 Kingston Cresent NE-SE WBR2 118 118 118 118 192.8 224.0 224.0 224.0 4.1 10.8 10.8 10.7 11.7 31.7 31.7 31.7 B D D D

A3 Twyford Avenue to M275 SB Service Road NE-S WBL 377 376 376 376 192.8 224.0 224.0 224.0 4.1 10.8 10.8 10.7 19.6 31.2 31.2 31.0 C D D D

Wharf Road to Wharf Road W-W EBU 2 2 2 2 43.8 22.0 22.0 25.0 0.9 0.1 0.1 0.1 20.8 104.5 104.6 88.7 C F F F

Wharf Road to A3 Twyford Avenue W-NE EBT 19 20 20 19 43.8 22.0 22.0 25.0 0.9 0.1 0.1 0.1 34.6 88.0 88.0 85.9 D F F F



Wharf Road to M275 SB Service Road W-S EBR2 61 62 62 60 43.8 22.0 22.0 25.0 0.9 0.1 0.1 0.1 34.8 113.6 113.5 111.9 D F F F


M275 NB Service Road to A3 Twyford Avenue S-NE NBR2 303 301 301 300 89.3 37.1 68.5 58.6 0.3 0.1 0.1 0.1 15.6 24.6 25.4 25.2 C C D D


M275 NB Service Road to A2047 Kingston Cresent S-SE NBR 91 94 95 94 89.3 37.1 68.5 58.6 0.3 0.1 0.1 0.1 13.3 44.0 44.1 43.5 B E E E

M275 NB Service Road to M275 SB Service Road S-S NBU 5 5 4 5 89.3 37.1 68.5 58.6 0.3 0.1 0.1 0.1 11.3 37.0 35.2 34.7 B E E D

All 6438 6406 6403 6405 231.5 225.3 224.0 224.8 10.4 8.6 8.5 7.8 16.1 16.4 16.1 15.4 C C C C

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 49 49 49 49 128.4 178.8 224.6 225.7 11.9 10.1 10.2 12.9 57.4 54.0 53.8 55.8 E D D E

Mile End Road to Commercial Road N-S SBT 1915 1904 1903 1911 128.4 178.8 224.6 225.7 11.9 10.1 10.2 12.9 12.9 12.7 12.4 14.3 B B B B

Mile End Road to Church Street N-E SBL 548 548 548 548 128.4 178.8 224.6 225.7 11.9 10.1 10.2 12.9 17.2 11.7 11.6 11.7 B B B B





Commercial Road to Mile End Road S-N NBT 261 261 262 265 26.9 22.7 24.3 36.1 0.4 0.3 0.3 0.3 34.1 36.4 36.0 35.9 C D D D



Church Street to Mile End Road E-N WBR 364 396 393 390 172.8 231.5 231.5 231.5 20.1 110.1 106.5 96.7 57.7 282.5 281.0 264.5 E F F F

Church Street to Commercial Road E-S WBL 20 22 22 22 172.8 231.5 231.5 231.5 20.1 110.1 106.5 96.7 52.8 376.9 410.3 395.8 D F F F


All 4399 4422 4415 4428 224.2 231.5 231.5 231.5 8.8 29.1 28.3 26.7 21.5 42.7 42.1 41.5 C D D D


Cascade's Approach to Marketway WB S-E NBR 34 34 34 34 46.2 39.2 34.2 37.6 0.8 0.7 0.7 0.7 18.5 16.9 16.8 17.2 C C C C

Cascade's Approach to Marketway EB S-W NBL 4 4 4 3 46.2 39.2 34.2 37.6 0.8 0.7 0.7 0.7 9.9 15.0 14.4 12.6 A B B B


Marketway WB to Marketway WB NE-E WBL 35 35 34 35 203.9 224.3 164.5 166.7 7.6 7.4 5.9 6.1 13.8 13.2 11.0 11.2 B B B B

Marketway WB to Marketway EB NE-W WBT 1654 1651 1654 1659 203.9 224.3 164.5 166.7 7.6 7.4 5.9 6.1 12.2 12.0 10.1 10.3 B B B B






All 2964 2957 2960 2966 203.9 224.3 164.5 166.7 2.3 2.3 1.8 1.9 8.3 8.2 7.1 7.3 A A A A




Commercial Road SB to Commercial Road SB N-N SBU 9 9 9 9 162.0 205.1 191.4 204.9 6.5 5.2 4.2 4.9 14.2 14.4 15.4 14.6 B B C B

Commercial Road SB to Marketway N-W SBR 1566 1561 1561 1566 162.0 205.1 191.4 204.9 6.5 5.2 4.2 4.9 16.6 16.9 15.8 15.9 C C C C

Commercial Road SB to Cornmill street N-SE SBT 428 425 424 427 162.0 205.1 191.4 204.9 6.5 5.2 4.2 4.9 11.4 11.0 10.6 10.7 B B B B


Marketway to Marketway W-W EBU 1 2 1 2 54.0 42.0 48.8 63.9 0.3 0.3 0.3 0.5 5.3 7.4 4.5 10.6 A A A B

Marketway to Cornmill street W-SE EBT 88 87 88 87 54.0 42.0 48.8 63.9 0.3 0.3 0.3 0.5 10.0 9.9 8.9 9.5 A A A A


Cornmill street to Commercial Road SB E-N WBR 179 180 180 183 67.4 68.5 35.0 108.5 2.5 2.4 2.2 2.5 12.9 12.7 11.7 12.5 B B B B



All 2519 2512 2512 2522 162.0 205.1 191.4 204.9 2.6 2.3 2.0 2.2 14.7 14.9 13.9 14.1 B B B B










All 891 889 888 891 35.0 39.6 31.4 77.9 0.3 0.3 0.3 0.3 3.6 3.7 3.5 4.0 A A A A

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 4 4 4 4 223.7 162.3 81.5 147.5 10.8 9.5 0.4 10.3 10.4 11.3 7.7 13.1 B B A B

Lake Road SB to Holbrook Road NE-S WBR 204 204 203 204 223.7 162.3 81.5 147.5 10.8 9.5 0.4 10.3 21.3 19.7 11.4 20.2 C C B C

Lake Road SB to Church Street NE-NW WBR 51 50 50 50 223.7 162.3 81.5 147.5 10.8 9.5 0.4 10.3 19.7 20.9 10.3 21.7 C C B C

Lake Road SB to Lake Road NB NE-W WBT 118 118 117 118 223.7 162.3 81.5 147.5 10.8 9.5 0.4 10.3 24.5 22.8 13.4 23.5 C C B C

Holbrook Road to Lake Road SB SE-E NBR 207 207 207 207 109.2 196.2 79.3 64.9 1.4 1.4 1.4 1.1 8.8 9.2 8.8 8.7 A A A A


Holbrook Road to Church Street SE-NW NBT 303 303 303 302 109.2 196.2 79.3 64.9 1.4 1.4 1.4 1.1 8.1 8.2 8.1 7.9 A A A A


Church Street to Lake Road SB NW-E SBL 53 54 53 53 163.8 177.3 64.5 208.2 8.9 7.2 0.2 7.1 21.6 39.8 22.7 25.9 C E C D

Church Street to Holbrook Road NW-S SBT 321 329 326 327 163.8 177.3 64.5 208.2 8.9 7.2 0.2 7.1 21.9 34.0 26.3 30.9 C D D D


Church Street to Lake Road NB NW-W SBR 3 4 4 4 163.8 177.3 64.5 208.2 8.9 7.2 0.2 7.1 29.5 29.6 55.1 59.5 D D F F

Lake Road NB to Lake Road SB SW-E EBT 156 155 155 155 223.6 225.3 224.3 182.0 10.5 11.3 9.9 9.7 15.1 15.9 14.9 14.3 C C B B

Lake Road NB to Holbrook Road SW-S EBR 380 378 377 379 223.6 225.3 224.3 182.0 10.5 11.3 9.9 9.7 16.0 16.7 15.3 15.3 C C C C

Lake Road NB to Church Street SW-NW EBL 4 4 4 4 223.6 225.3 224.3 182.0 10.5 11.3 9.9 9.7 12.2 15.2 13.7 13.3 B C B B

Lake Road NB to Lake Road NB SW-W NBL 1 1 1 1 223.6 225.3 224.3 182.0 10.5 11.3 9.9 9.7 13.5 14.0 17.8 12.8 B B C B

All 1882 1889 1882 1886 223.7 225.3 224.3 208.2 7.9 7.3 3.0 7.1 15.8 18.5 14.5 17.2 C C B C




Market Way to Unicorn Road WB NE-NW WBR 12 11 11 11 217.8 217.5 215.0 216.8 2.9 3.1 3.3 3.6 17.1 17.3 17.7 17.6 B B B B



Unicorn Road EB to Unicorn Road WB S-NW NBT 2 2 2 2 73.6 74.4 67.7 74.1 5.4 5.3 5.5 5.3 25.4 23.3 21.8 16.3 C C C B

Unicorn Road EB to Market Way S-NE NBR 115 114 114 114 73.6 74.4 67.7 74.1 5.4 5.3 5.5 5.3 31.5 31.2 32.1 31.3 C C C C

Unicorn Road EB to Alfred Road S-SW NBL 25 25 25 25 53.3 58.3 52.4 36.0 1.0 1.1 1.2 1.1 29.1 28.9 31.5 30.2 C C C C

Alfred Road to Unicorn Road WB SW-NW EBL 7 7 7 7 138.8 164.6 131.5 126.5 6.7 6.8 6.3 7.0 8.0 9.8 7.6 10.9 A A A B

Alfred Road to Market Way SW-NE EBT 1092 1084 1088 1086 138.8 164.6 131.5 126.5 6.7 6.8 6.3 7.0 8.7 8.7 8.4 9.0 A A A A

All 2982 2967 2975 2974 217.8 217.5 215.0 216.8 3.3 3.3 3.4 3.5 10.6 10.6 10.5 10.7 B B B B





Edinburgh Road WB to Stanhope Road E-S WBL 15 15 15 15 46.5 40.0 39.6 39.5 0.2 0.3 0.2 0.3 8.8 8.0 8.0 8.1 A A A A



Edinburgh Road WB to Edinburgh Road EB E-W WBT 42 42 42 42 46.5 40.0 39.6 39.5 0.2 0.3 0.2 0.3 13.3 13.4 13.8 13.6 B B B B





Edinburgh Road EB to Stanhope Road W-S EBR 4 4 4 4 30.8 27.4 28.7 27.8 0.0 0.0 0.0 0.0 17.0 17.0 17.2 16.9 C C C C

Edinburgh Road EB to Edinburgh Road WB W-SE EBT 12 12 12 12 30.8 27.4 28.7 27.8 0.0 0.0 0.0 0.0 9.6 10.2 9.9 10.0 A B A A



All 523 529 531 532 46.5 40.0 39.6 40.9 0.1 0.1 0.1 0.1 3.8 3.8 3.9 3.9 A A A A


Queen St to Bishop Crispian Way W-E EBT 16 17 17 17 42.7 62.4 62.4 62.4 2.0 3.4 3.4 3.4 53.4 53.9 53.9 53.9 D D D D



Bishop Crispian Way to Queen St E-W WBT 59 67 67 67 52.6 70.3 76.9 77.6 6.9 7.8 7.4 7.7 55.0 56.5 54.5 55.7 E E D E



All 2641 2639 2637 2638 224.8 224.7 224.6 224.3 8.4 8.9 8.3 8.8 17.4 18.1 17.4 18.0 B B B B







St Paul's Road to Anglesea Road S-N NBT 60 60 60 60 24.3 27.0 26.3 27.4 0.3 0.2 0.3 0.3 11.0 12.1 12.2 12.3 B B B B

Cambridge Road to Wiltshire Street SW-E EBT 1 1 1 1 77.9 79.3 79.3 79.3 1.0 1.4 1.4 1.4 15.7 23.3 19.5 19.5 B C B B


Cambridge Road to Guildhall Walk SW-NE EBT 16 16 16 16 77.9 79.3 79.3 79.3 1.0 1.4 1.4 1.4 17.4 37.0 37.2 36.9 B D D D

Cambridge Road to Cambridge Road SW-SW EBU 1 1 1 1 77.9 79.3 79.3 79.3 1.0 1.4 1.4 1.4 24.7 38.8 37.1 33.8 C D D C


Cambridge Road to Winston churchill avenue SW-E EBT 131 130 130 131 77.9 79.3 79.3 79.3 1.0 1.4 1.4 1.4 17.1 39.8 40.2 39.6 B D D D

Cambridge Road to Anglesea Road SW-N EBL 220 221 221 221 77.9 79.3 79.3 79.3 1.0 1.4 1.4 1.4 7.6 6.6 6.7 6.5 A A A A



Hampshire Terrace to Guildhall Walk S-NE NBT 10 10 10 10 119.0 146.1 159.0 167.5 4.2 5.4 5.5 5.2 24.0 49.5 48.8 46.5 C E E E

Hampshire Terrace to Cambridge Road S-SW NBL 17 16 16 16 119.0 146.1 159.0 167.5 4.2 5.4 5.5 5.2 15.9 20.0 19.5 18.5 C C C C

Hampshire Terrace to Hampshire Terrace S-S NBU 5 5 5 5 119.0 146.1 159.0 167.5 4.2 5.4 5.5 5.2 32.4 51.7 48.7 50.0 D F E E

Hampshire Terrace to Winston churchill avenue S-E NBR 53 52 52 52 119.0 146.1 159.0 167.5 4.2 5.4 5.5 5.2 24.7 49.9 50.4 50.0 C E F E

Hampshire Terrace to Anglesea Road S-N NBT 323 322 322 322 119.0 146.1 159.0 167.5 4.2 5.4 5.5 5.2 15.7 18.1 18.4 17.9 C C C C

Winston churchill avenue to Wiltshire Street E-E WBU 4 4 4 4 53.0 59.1 55.9 62.6 8.6 6.3 6.3 6.3 29.0 21.7 27.9 20.0 C C C B

Winston churchill avenue to Waltham St E-S WBL 12 12 12 12 53.0 59.1 55.9 62.6 8.6 6.3 6.3 6.3 24.4 16.4 17.4 15.4 C B B B


Winston churchill avenue to Cambridge Road E-SW WBT 160 159 158 159 53.0 59.1 55.9 62.6 8.6 6.3 6.3 6.3 36.6 33.4 33.2 32.9 D C C C



Winston churchill avenue to Anglesea Road E-N WBR 95 95 94 94 53.0 59.1 55.9 62.6 8.6 6.3 6.3 6.3 38.3 33.4 33.3 33.3 D C C C



Anglesea Road to Guildhall Walk N-NE SBL 4 4 4 4 80.7 73.0 83.8 74.6 1.0 6.5 6.4 6.5 7.2 13.5 13.7 10.3 A B B B



Anglesea Road to Winston churchill avenue N-E SBL 70 72 71 72 80.7 73.0 83.8 74.6 1.0 6.5 6.4 6.5 8.2 14.6 14.1 15.4 A B B B


All 2165 2167 2164 2170 119.0 146.1 159.0 167.5 3.0 4.0 4.0 3.9 20.7 25.1 25.1 24.9 C D D C


Anglesea Road SB to Park Road N-W SBR 217 217 217 218 224.7 217.1 222.1 223.3 13.4 14.2 13.7 14.0 34.4 36.3 35.4 36.9 C D D D

Anglesea Road SB to Anglesea Road SB N-S SBT 914 915 914 917 224.7 217.1 222.1 223.3 13.4 14.2 13.7 14.0 7.1 7.3 7.3 7.4 A A A A



All 2020 2018 2017 2020 224.7 217.1 222.1 223.3 9.5 9.8 9.6 9.6 13.5 13.6 13.6 13.7 B B B B

512 Princess Royal Road Princess Royal Road to Mile end Road NB W-N EBL 224 224 225 224 100.3 92.3 85.8 63.6 5.8 5.1 5.0 4.9 20.6 19.7 19.6 19.1 C B B B

Mile end Road SB to Princess Royal Road NE-W WBT 67 66 66 66 24.3 26.0 20.4 19.8 1.2 1.1 1.2 1.1 17.1 16.9 17.7 16.7 B B B B



All 2090 2123 2118 2121 106.1 100.5 94.5 97.1 3.4 3.2 3.1 3.1 9.0 8.8 8.8 8.7 A A A A

0 Network Total All 31514 31517 31501 31553 231.5 231.5 231.5 231.5 5.1 6.5 5.9 6.1 14.7 18.3 17.6 17.6 B B B B

114304 113987 114033 114014 236.0 236.0 235.9 235.9 12.9 12.9 11.5 12.5 22.7 24.8 23.4 24.0 C C C C

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58


H. 2013 Inter Peak Comparison Results

Portsmouth AQMA - Corridor 1 - 2013 Inter Peak Comparison








A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 300 299 299 299 78.2 39.8 39.8 39.2 5.9 0.5 0.5 0.5 13.2 11.9 12.0 12.1 B B B B


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 111 109 109 109 141.2 60.2 60.2 60.2 4.6 5.1 5.1 5.1 16.3 13.1 13.1 13.1 C B B B


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 224 222 222 222 141.2 60.2 60.2 60.2 4.6 5.1 5.1 5.1 17.2 13.6 13.6 13.6 C B B B

M275 SB Service Road to M275 SB Service Road NW-S SBT 74 73 73 73 141.2 60.2 60.2 60.2 4.6 5.1 5.1 5.1 13.0 13.5 13.5 13.5 B B B B

A3 Twyford Avenue to Wharf Road NE-W WBT 22 22 22 22 86.5 223.9 223.9 224.5 2.6 16.4 16.5 15.0 14.1 46.0 45.7 44.5 B E E E





Wharf Road to Wharf Road W-W EBU 4 5 5 5 85.0 66.1 66.1 66.1 2.5 0.4 0.4 0.5 52.5 81.0 80.9 80.0 F F F F









M275 NB Service Road to M275 SB Service Road S-S NBU 4 4 4 4 82.9 42.8 62.0 64.8 0.2 0.1 0.1 0.1 11.5 18.3 17.2 18.4 B C C C

All 5230 5235 5236 5238 141.2 223.9 223.9 224.5 2.9 4.2 4.2 3.9 7.7 13.1 13.1 12.9 A B B B

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 113 113 113 113 70.6 79.7 79.7 95.1 4.3 4.2 4.2 5.2 47.1 47.2 47.0 47.8 D D D D

Mile End Road to Commercial Road N-S SBT 1454 1454 1454 1454 70.6 79.7 79.7 95.1 4.3 4.2 4.2 5.2 7.2 7.7 7.6 8.6 A A A A

Mile End Road to Church Street N-E SBL 403 403 403 403 70.6 79.7 79.7 95.1 4.3 4.2 4.2 5.2 9.9 8.1 8.1 8.1 A A A A



Hope Street to Commercial Road SW-S NBU 18 18 18 18 24.9 23.9 30.5 26.3 0.5 0.5 0.5 0.5 70.9 71.0 72.4 70.6 E E E E

Hope Street to Church Street SW-E NBR 54 54 55 55 24.9 23.9 30.5 26.3 0.5 0.5 0.5 0.5 67.2 55.8 55.7 55.9 E E E E


Commercial Road to Commercial Road S-S NBU 9 9 9 8 29.5 44.5 46.0 38.9 0.7 0.7 0.7 0.7 54.5 53.0 48.9 52.8 D D D D


Church Street to Mile End Road E-N WBR 238 236 238 237 105.3 117.9 118.9 129.7 13.6 15.8 15.5 15.3 57.8 64.0 63.0 62.3 E E E E

Church Street to Commercial Road E-S WBL 11 11 11 11 105.3 117.9 118.9 129.7 13.6 15.8 15.5 15.3 55.2 58.7 57.9 58.1 E E E E


All 3773 3766 3771 3771 105.3 117.9 122.3 133.9 5.0 5.5 5.4 5.6 16.8 16.9 16.8 17.2 B B B B


Cascade's Approach to Marketway WB S-E NBR 8 8 8 8 19.8 22.6 21.9 21.2 0.2 0.2 0.2 0.1 10.0 9.6 10.8 8.9 B A B A

Cascade's Approach to Marketway EB S-W NBL 2 2 2 2 19.8 22.6 21.9 21.2 0.2 0.2 0.2 0.1 25.6 26.3 21.5 17.2 D D C C









All 2826 2828 2823 2825 231.3 231.5 229.7 234.8 4.1 4.8 4.5 5.5 9.4 10.0 10.2 10.9 A A B B


Commercial Road NB to Marketway S-W NBL 19 19 19 19 39.2 39.2 39.5 45.8 2.7 2.7 2.9 2.9 34.3 35.7 34.2 36.0 D E D E

Commercial Road NB to Cornmill street S-SE NBR 8 8 8 7 39.2 39.2 39.5 45.8 2.7 2.7 2.9 2.9 25.0 23.8 27.4 27.4 D C D D


Commercial Road SB to Marketway N-W SBR 1191 1192 1193 1190 105.8 126.0 122.8 186.2 4.1 4.8 4.6 5.2 15.5 17.0 17.3 18.1 C C C C



Marketway to Marketway W-W EBU 8 7 8 7 68.3 94.1 84.9 106.2 1.3 1.4 1.7 1.6 13.8 14.9 18.1 18.3 B B C C



Cornmill street to Commercial Road SB E-N WBR 226 226 227 225 103.1 156.3 144.6 156.5 3.3 5.3 4.5 5.0 11.7 13.4 13.4 13.5 B B B B



All 2319 2321 2321 2318 105.8 156.3 144.6 186.2 2.7 3.5 3.3 3.6 13.8 15.1 15.4 16.0 B C C C







Lake Road SB to Lake Road NB E-W WBT 15 15 15 15 70.1 225.0 75.0 215.6 1.9 5.0 2.5 4.6 9.2 18.5 11.0 15.5 A C B C

Lake Road SB to Cornmill street E-NW WBT 359 359 360 360 70.1 225.0 75.0 215.6 1.9 5.0 2.5 4.6 7.6 12.6 8.8 12.0 A B A B


All 871 871 873 872 70.1 225.0 75.0 215.6 1.1 2.1 1.3 2.0 5.0 7.5 5.5 7.3 A A A A

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 0 0 0 0 189.4 160.4 117.7 176.9 14.7 15.0 0.8 14.8 5.0 5.9 1.9 5.8 A A A A

Lake Road SB to Holbrook Road NE-S WBR 116 117 119 117 189.4 160.4 117.7 176.9 14.7 15.0 0.8 14.8 30.8 31.2 15.7 31.2 D D C D

Lake Road SB to Church Street NE-NW WBR 55 55 55 55 189.4 160.4 117.7 176.9 14.7 15.0 0.8 14.8 29.7 30.6 20.2 30.4 D D C D

Lake Road SB to Lake Road NB NE-W WBT 197 198 199 198 189.4 160.4 117.7 176.9 14.7 15.0 0.8 14.8 30.8 31.3 21.7 30.9 D D C D





Church Street to Lake Road SB NW-E SBL 57 57 57 57 79.3 98.0 41.3 77.2 3.9 3.6 0.1 3.4 13.3 13.4 8.4 13.1 B B A B

Church Street to Holbrook Road NW-S SBT 412 411 411 411 79.3 98.0 41.3 77.2 3.9 3.6 0.1 3.4 13.8 13.6 11.8 13.3 B B B B


Church Street to Lake Road NB NW-W SBR 3 3 3 3 79.3 98.0 41.3 77.2 3.9 3.6 0.1 3.4 13.1 11.7 11.5 12.6 B B B B



Lake Road NB to Church Street SW-NW EBL 9 9 9 9 59.7 50.5 68.1 54.6 0.9 0.9 1.0 0.9 4.0 3.9 4.2 4.2 A A A A


All 1613 1612 1616 1614 189.4 160.4 117.7 176.9 5.1 5.1 0.7 5.0 13.6 13.7 10.4 13.5 B B B B




Market Way to Unicorn Road WB NE-NW WBR 175 175 174 173 229.0 226.2 230.5 227.9 36.6 38.8 39.2 36.8 97.9 96.6 100.2 95.5 F F F F








All 3112 3107 3105 3107 229.0 226.2 230.5 227.9 18.5 18.8 18.9 18.4 31.3 31.1 31.2 31.1 C C C C





Edinburgh Road WB to Stanhope Road E-S WBL 2 2 2 2 46.5 27.5 27.9 46.7 0.2 0.2 0.2 0.2 9.6 11.8 9.2 11.5 A B A B









Edinburgh Road EB to Edinburgh Road WB W-SE EBT 27 27 27 27 47.3 44.1 44.5 41.8 0.2 0.3 0.2 0.2 15.3 15.3 15.3 15.3 C C C C



All 522 522 523 522 47.3 44.1 44.5 46.7 0.2 0.2 0.1 0.2 5.4 5.3 5.4 5.3 A A A A








All 2273 2275 2275 2277 192.2 221.1 180.6 187.2 8.1 7.8 7.6 7.8 19.3 18.5 18.3 18.7 B B B B







St Paul's Road to Anglesea Road S-N NBT 37 37 37 37 15.8 16.2 18.3 16.2 0.1 0.1 0.1 0.0 9.5 8.6 8.6 7.9 A A A A

Cambridge Road to Wiltshire Street SW-E EBT 1 1 1 1 88.8 93.6 93.6 93.6 2.0 2.0 2.0 2.0 9.5 19.5 14.4 20.5 A B B C



Cambridge Road to Cambridge Road SW-SW EBU 2 2 2 2 88.8 93.6 93.6 93.6 2.0 2.0 2.0 2.0 26.8 36.6 43.0 42.6 C D D D

Cambridge Road to Hampshire Terrace SW-S EBR 10 10 10 10 88.8 93.6 93.6 93.6 2.0 2.0 2.0 2.0 23.7 37.6 34.6 34.6 C D C C


Cambridge Road to Anglesea Road SW-N EBL 205 205 205 205 88.8 93.6 93.6 93.6 2.0 2.0 2.0 2.0 11.2 8.8 9.0 8.8 B A A A

Hampshire Terrace to Wiltshire Street S-E NBR 1 1 1 1 125.0 127.3 148.0 135.6 3.5 3.5 3.5 3.4 18.9 26.6 25.6 26.0 C D D D


Hampshire Terrace to Guildhall Walk S-NE NBT 19 18 19 19 125.0 127.3 148.0 135.6 3.5 3.5 3.5 3.4 27.9 43.3 43.7 41.1 D E E E

Hampshire Terrace to Cambridge Road S-SW NBL 20 20 20 20 125.0 127.3 148.0 135.6 3.5 3.5 3.5 3.4 13.9 12.9 13.1 12.5 B B B B

Hampshire Terrace to Hampshire Terrace S-S NBU 3 3 3 3 125.0 127.3 148.0 135.6 3.5 3.5 3.5 3.4 26.9 39.0 40.6 39.1 D E E E

Hampshire Terrace to Winston churchill avenue S-E NBR 77 77 77 77 125.0 127.3 148.0 135.6 3.5 3.5 3.5 3.4 28.5 43.6 44.6 43.2 D E E E


Winston churchill avenue to Wiltshire Street E-E WBU 7 7 7 7 47.1 42.4 48.0 49.5 5.8 4.8 4.9 4.8 20.4 17.7 18.1 17.4 C B B B




Winston churchill avenue to Hampshire Terrace E-S WBL 81 81 81 81 47.1 42.4 48.0 49.5 5.8 4.8 4.9 4.8 20.6 18.6 18.6 18.5 C B B B

Winston churchill avenue to Winston churchill avenue E-E WBU 6 6 6 6 47.1 42.4 48.0 49.5 5.8 4.8 4.9 4.8 46.5 55.7 53.9 51.4 D E D D









All 1807 1805 1807 1805 125.0 127.3 148.0 135.6 2.4 2.9 2.9 2.9 20.1 23.3 23.4 23.3 C C C C


Anglesea Road SB to Park Road N-W SBR 145 145 145 144 157.1 159.5 157.5 161.4 9.0 8.3 8.4 8.5 34.7 33.6 33.7 34.0 C C C C


Anglesea Road to Park Road S-W NBL 0 0 0 0 63.6 86.6 76.3 66.3 5.0 4.9 4.9 4.9 0.0 0.0 0.0 0.0 A A A A


All 1571 1571 1571 1571 157.1 159.5 157.5 161.4 7.5 7.1 7.2 7.2 13.1 12.5 12.6 12.6 B B B B


Mile end Road SB to Princess Royal Road NE-W WBT 122 123 123 122 38.2 34.5 31.3 32.3 2.5 2.6 2.5 2.6 20.2 20.3 20.0 21.0 C C B C



All 2112 2109 2111 2112 84.2 91.0 101.8 104.8 3.7 3.4 3.4 3.4 9.3 9.1 9.2 9.0 A A A A

0 NETWORK TOTALS All All 28028 28021 28032 28032 231.3 231.5 230.5 234.8 4.3 4.8 4.3 4.8 14.6 15.9 15.7 16.1 B B B B

Delay (secs) LOS

12

:00

-13

:00

Volume Max QL (m) Avg QL (m)






A2047 Kingston Cresent to A2047 Kingston Cresent E-SE WBL 1 1 1 1 79.2 50.4 50.7 49.8 5.1 0.4 0.4 0.4 8.0 25.8 25.9 25.9 A D D D


A2047 Kingston Cresent to M275 NB Service Road E-NW WBR 290 291 291 291 79.2 50.4 50.7 49.8 5.1 0.4 0.4 0.4 12.4 11.6 11.7 11.7 B B B B


M275 SB Service Road to A3 Twyford Avenue NW-NE SBL 90 90 90 90 89.3 54.8 54.8 54.8 4.0 4.6 4.6 4.6 14.6 12.6 12.6 12.6 B B B B


M275 SB Service Road to A2047 Kingston Cresent NW-SE SBL 232 233 233 233 89.3 54.8 54.8 54.8 4.0 4.6 4.6 4.6 16.7 12.5 12.5 12.5 C B B B

M275 SB Service Road to M275 SB Service Road NW-S SBT 64 64 64 64 89.3 54.8 54.8 54.8 4.0 4.6 4.6 4.6 12.4 14.6 14.6 14.6 B B B B

A3 Twyford Avenue to Wharf Road NE-W WBT 23 23 23 23 101.0 182.2 182.2 180.4 2.2 13.0 12.9 12.5 14.6 44.7 44.8 43.6 B E E E





Wharf Road to Wharf Road W-W EBU 3 2 2 2 69.4 83.4 83.4 66.5 1.5 0.4 0.4 0.4 39.2 76.6 76.6 84.3 E F F F

Wharf Road to A3 Twyford Avenue W-NE EBT 19 19 19 19 69.4 83.4 83.4 66.5 1.5 0.4 0.4 0.4 35.0 61.4 61.3 61.6 D F F F








M275 NB Service Road to M275 SB Service Road S-S NBU 4 4 4 4 27.1 40.6 36.3 40.8 0.0 0.1 0.1 0.1 9.1 20.6 19.3 24.5 A C C C

All 5198 5192 5190 5192 101.0 182.2 182.2 180.4 2.4 3.4 3.4 3.3 7.4 12.4 12.4 12.3 A B B B

502 Mile End Roundabout Mile End Road to Mile End Road N-N SBU 89 89 89 89 71.4 76.8 81.9 83.2 3.7 3.9 3.9 4.8 45.8 46.5 46.5 47.0 D D D D

Mile End Road to Commercial Road N-S SBT 1338 1338 1338 1339 71.4 76.8 81.9 83.2 3.7 3.9 3.9 4.8 6.9 7.4 7.3 8.1 A A A A

Mile End Road to Church Street N-E SBL 410 408 408 408 71.4 76.8 81.9 83.2 3.7 3.9 3.9 4.8 9.8 7.8 7.8 7.9 A A A A



Hope Street to Commercial Road SW-S NBU 17 17 17 17 35.7 37.8 35.4 31.1 0.6 0.6 0.6 0.6 72.4 72.3 74.5 74.5 E E E E

Hope Street to Church Street SW-E NBR 64 64 64 64 35.7 37.8 35.4 31.1 0.6 0.6 0.6 0.6 69.5 57.7 55.6 58.2 E E E E


Commercial Road to Commercial Road S-S NBU 3 3 4 4 39.3 47.2 46.3 30.7 0.8 0.9 0.9 0.8 47.8 49.7 52.2 63.3 D D D E


Church Street to Mile End Road E-N WBR 229 229 229 229 93.6 127.8 134.5 143.4 12.5 14.3 14.3 14.8 54.5 60.1 60.4 61.4 D E E E

Church Street to Commercial Road E-S WBL 14 14 13 14 93.6 127.8 134.5 143.4 12.5 14.3 14.3 14.8 51.6 57.3 55.5 56.2 D E E E


All 3726 3724 3725 3728 162.2 156.5 170.2 157.5 4.7 5.2 5.2 5.5 16.9 17.2 16.9 17.3 B B B B


Cascade's Approach to Marketway WB S-E NBR 2 2 2 2 11.1 10.3 10.4 10.5 0.1 0.1 0.1 0.1 5.9 5.1 5.4 4.8 A A A A

Cascade's Approach to Marketway EB S-W NBL 13 13 13 13 11.1 10.3 10.4 10.5 0.1 0.1 0.1 0.1 7.2 7.6 7.3 6.9 A A A A


Marketway WB to Marketway WB NE-E WBL 14 14 14 14 95.2 131.0 96.3 96.8 2.2 2.2 2.4 2.5 9.8 11.0 13.4 12.6 A B B B

Marketway WB to Marketway EB NE-W WBT 1195 1197 1196 1199 95.2 131.0 96.3 96.8 2.2 2.2 2.4 2.5 8.9 9.1 10.5 10.8 A A B B






All 2832 2837 2835 2842 95.2 153.9 105.8 103.4 0.7 0.7 0.8 0.8 6.1 6.3 6.9 7.1 A A A A




Commercial Road SB to Commercial Road SB N-N SBU 40 40 40 40 93.6 112.1 95.7 99.3 2.5 2.6 2.7 2.9 13.7 15.0 14.2 15.1 B C B C

Commercial Road SB to Marketway N-W SBR 1096 1093 1092 1094 93.6 112.1 95.7 99.3 2.5 2.6 2.7 2.9 13.3 14.6 14.4 14.8 B B B B



Marketway to Marketway W-W EBU 8 7 8 7 94.1 104.9 109.6 92.5 1.1 1.3 1.4 1.3 11.4 15.3 16.6 17.8 B C C C



Cornmill street to Commercial Road SB E-N WBR 199 197 198 198 36.7 41.5 69.0 34.3 1.2 1.4 1.6 1.5 7.5 8.0 8.8 8.7 A A A A

Cornmill street to Marketway E-W WBT 187 190 187 188 36.7 41.5 69.0 34.3 1.2 1.4 1.6 1.5 7.9 8.4 9.0 9.0 A A A A


All 2181 2179 2180 2181 94.1 112.1 109.6 99.3 1.6 1.7 1.8 1.8 11.9 12.7 13.0 13.1 B B B B










All 912 914 912 912 40.3 42.2 52.7 40.8 0.9 1.0 1.0 0.9 3.9 3.9 4.1 3.8 A A A A

506 Holbrook Road Roundabout Lake Road SB to Lake Road SB NE-E WBL 5 5 5 5 231.5 231.4 186.1 231.5 60.0 58.2 2.5 55.2 59.4 63.8 27.1 60.8 F F D F

Lake Road SB to Holbrook Road NE-S WBR 226 226 225 225 231.5 231.4 186.1 231.5 60.0 58.2 2.5 55.2 60.2 57.6 18.6 56.0 F F C F

Lake Road SB to Church Street NE-NW WBR 72 72 72 72 231.5 231.4 186.1 231.5 60.0 58.2 2.5 55.2 63.8 61.0 21.7 59.1 F F C F

Lake Road SB to Lake Road NB NE-W WBT 188 187 186 187 231.5 231.4 186.1 231.5 60.0 58.2 2.5 55.2 62.7 60.5 24.8 58.7 F F C F





Church Street to Lake Road SB NW-E SBL 73 73 73 73 114.8 122.9 40.2 120.9 6.0 5.5 0.0 6.1 16.0 14.8 9.2 16.1 C B A C

Church Street to Holbrook Road NW-S SBT 372 372 372 372 114.8 122.9 40.2 120.9 6.0 5.5 0.0 6.1 16.2 15.9 12.7 16.3 C C B C


Church Street to Lake Road NB NW-W SBR 8 7 8 8 114.8 122.9 40.2 120.9 6.0 5.5 0.0 6.1 19.3 18.3 15.6 19.3 C C C C



Lake Road NB to Church Street SW-NW EBL 12 12 12 12 77.8 78.7 93.8 79.9 2.4 2.4 2.5 2.2 6.0 6.2 6.0 5.8 A A A A


All 1807 1809 1805 1806 231.5 231.4 186.1 231.5 17.4 16.8 1.6 16.1 24.2 23.4 12.4 23.0 C C B C


Unicorn Road WB to Unicorn Road EB NW-S SBT 9 9 10 9 59.0 68.6 64.2 76.0 4.4 4.4 4.4 4.3 32.0 43.6 39.1 36.7 C D D D


Market Way to Unicorn Road WB NE-NW WBR 91 91 91 91 172.1 111.1 215.9 196.6 2.7 2.1 2.8 2.5 54.4 51.5 55.0 53.1 D D D D






Alfred Road to Unicorn Road WB SW-NW EBL 71 71 71 71 180.9 182.3 181.1 199.8 23.3 22.1 23.0 23.9 21.2 18.6 21.7 21.3 C B C C

Alfred Road to Market Way SW-NE EBT 1124 1123 1126 1125 180.9 182.3 181.1 199.8 23.3 22.1 23.0 23.9 20.5 19.9 20.5 21.2 C B C C

All 2971 2972 2973 2977 180.9 182.3 215.9 199.8 8.8 8.5 8.8 8.9 21.5 21.0 21.7 21.8 C C C C





Edinburgh Road WB to Stanhope Road E-S WBL 13 13 13 13 32.7 59.1 27.6 29.6 0.2 0.2 0.2 0.2 10.9 10.4 9.4 9.6 B B A A












All 536 539 538 539 44.8 59.1 43.5 45.5 0.1 0.1 0.1 0.1 5.3 5.3 5.2 5.2 A A A A








All 2324 2327 2322 2325 148.1 133.3 128.9 147.2 7.3 7.4 7.2 7.4 17.9 18.0 18.0 18.3 B B B B







St Paul's Road to Anglesea Road S-N NBT 42 42 42 42 13.9 14.4 12.8 14.6 0.1 0.1 0.1 0.1 10.6 7.9 7.6 8.1 B A A A

Cambridge Road to Wiltshire Street SW-E EBT 2 2 2 2 98.7 92.9 92.9 92.9 1.9 1.8 1.8 1.8 22.3 30.1 32.0 31.5 C C C C

Cambridge Road to Waltham St SW-S EBR 1 1 1 1 98.7 92.9 92.9 92.9 1.9 1.8 1.8 1.8 12.5 24.2 18.3 17.1 B C B B


Cambridge Road to Cambridge Road SW-SW EBU 2 2 2 2 98.7 92.9 92.9 92.9 1.9 1.8 1.8 1.8 33.0 38.6 41.5 46.1 C D D D

Cambridge Road to Hampshire Terrace SW-S EBR 5 5 5 5 98.7 92.9 92.9 92.9 1.9 1.8 1.8 1.8 23.6 34.7 34.0 34.0 C C C C


Cambridge Road to Anglesea Road SW-N EBL 211 212 212 212 98.7 92.9 92.9 92.9 1.9 1.8 1.8 1.8 11.1 9.0 8.9 9.0 B A A A

Hampshire Terrace to Wiltshire Street S-E NBR 1 1 1 1 148.5 123.6 119.9 115.7 6.6 6.0 5.7 5.9 29.3 34.0 34.7 31.8 D D D D


Hampshire Terrace to Guildhall Walk S-NE NBT 14 14 14 14 148.5 123.6 119.9 115.7 6.6 6.0 5.7 5.9 30.3 46.1 45.6 48.0 D E E E

Hampshire Terrace to Cambridge Road S-SW NBL 22 22 22 22 148.5 123.6 119.9 115.7 6.6 6.0 5.7 5.9 18.5 16.8 15.9 15.0 C C C C

Hampshire Terrace to Hampshire Terrace S-S NBU 3 3 3 3 148.5 123.6 119.9 115.7 6.6 6.0 5.7 5.9 33.3 40.0 40.5 49.7 D E E E

Hampshire Terrace to Winston churchill avenue S-E NBR 81 81 81 81 148.5 123.6 119.9 115.7 6.6 6.0 5.7 5.9 32.3 47.7 46.6 47.1 D E E E


Winston churchill avenue to Wiltshire Street E-E WBU 3 3 3 4 54.9 76.8 63.2 75.9 6.1 5.2 5.1 5.0 18.4 22.3 20.9 17.1 B C C B




Winston churchill avenue to Hampshire Terrace E-S WBL 113 113 113 113 54.9 76.8 63.2 75.9 6.1 5.2 5.1 5.0 20.9 18.2 18.3 18.1 C B B B










All 1897 1900 1899 1898 148.5 123.6 119.9 115.7 3.0 3.4 3.3 3.3 20.8 23.6 23.7 23.6 C C C C


Anglesea Road SB to Park Road N-W SBR 118 118 117 117 150.5 124.1 169.9 134.3 6.9 6.8 6.6 6.4 33.9 33.5 32.4 31.6 C C C C


Anglesea Road to Park Road S-W NBL 0 0 0 0 73.7 74.0 79.7 77.9 5.9 5.7 5.7 5.6 0.0 0.0 0.0 1.8 A A A A

Anglesea Road to Anglesea Road S-N NBT 712 712 712 712 73.7 74.0 79.7 77.9 5.9 5.7 5.7 5.6 10.3 9.6 9.6 9.5 B A A A

All 1683 1684 1681 1683 150.5 124.1 169.9 134.3 7.9 7.8 7.7 7.6 13.5 13.1 13.0 13.0 B B B B





All 2148 2145 2147 2148 114.4 80.0 106.8 97.5 3.5 3.4 3.3 3.3 9.0 8.7 8.8 8.8 A A A A

0 NETWORK TOTALS All 28215 28223 28208 28231 231.5 231.4 215.9 231.5 4.5 4.7 3.3 4.7 13.5 14.6 14.0 14.8 B B B B

56243 56244 56240 56263 231.5 231.5 230.5 234.8 4.4 4.7 3.8 4.7 14.1 15.3 14.9 15.4 B B B BOverall Total

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Matt Hall

Western House (Block B),

Peterborough Business Park,

Lynchwood, Peterborough, PE2 6BP

Email: [email protected]

Telephone: 07803 261342

Direct telephone: 01733 366982

Fax: 01733 366999

© Atkins Ltd except where stated otherwise. The Atkins logo, ‘Carbon Critical Design’ and the strapline ‘Plan Design Enable’ are trademarks of Atkins Ltd.

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Portsmouth Air Quality Optimisation of Road Traffic