OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to...

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Final Report September 2016 OLD KENT ROAD Surface Transport Study

Transcript of OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to...

Page 1: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Final Report

September 2016

OLD KENT ROAD Surface Transport Study

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Old Kent Road Surface Transport Study Final Reportiii

Prepared for:

Transport for London

Final Report

September 2016

OLD KENT ROADSurface Transport Study

Prepared by:

Steer Davies Gleave

28-32 Upper GroundLondon SE1 9PD

+44 (0)20 7910 5000www.steerdaviesgleave.com

Allies and Morrison Urban Practitioners

85 Southwark StreetLondon SE1 0HX

+44 (0)20 7921 0100www.alliesandmorrison.com

Steer Davies Gleave and Allies and Morrison Urban Practitioners have prepared this material for Transport for London. This material may only be used within the context and scope for which it has prepared it and may not be relied upon in part or whole by any third party or be used for any other purpose. Any person choosing to use any part of this material without the express and written permission of Steer Davies Gleave and Allies and Morrison Urban Practitioners shall be deemed to confirm their agreement to indemnify Steer Davies Gleave and Allies and Morrison Urban Practitioners for all loss or damage resulting therefrom. Steer Davies Gleave and Allies and Morrison Urban Practitioners have prepared this material using professional practices and procedures using information available to them at the time and as such any new information could alter the validity of the results and conclusions made.

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Old Kent Road Surface Transport Study Final Reportv

Conclusions

Next steps

Background and strategic context

Report structure

Existing corridor functions

Walking

Cycling

Public transport

General traffic

Powered two wheelers

Freight movement

Urban fabric assessment

Stakeholder mapping of key challenges

Key movement challenges

Potential corridor function

Concept interventions

Corridor-wide options

Over-arching urban realm considerations

Option: Incremental improvements

Option: Enhanced cycle provision

Option: Enhanced bus provision

Future design considerations

Key advantages and disadvantages of options

1. Introduction

2. Old Kent Road Corridor Today

3. Old Kent Road Corridor in the Future

5. Conclusions and Next Steps

01

03

25

31

47

4. Corridor Concept Interventions

Future developments

Potential future demand

Key implications of potential growth

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Executive Summary

Steer Davies Gleave (SDG) and Allies and Morrison Urban Practitioners (AMUP) have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing a series of integrated urban design and movement interventions for the Old Kent Road corridor. This study has developed series of corridor-wide and location-specific surface transport interventions at a concept level, informed by the current and future functions of the corridor. This report sets out the findings of the study.

Old Kent Road Opportunity AreaThe Old Kent Road corridor falls within the Old Kent Road Opportunity Area (OA), which will accommodate significant growth over the next 20 years. The provision of at least 20,000 new homes and 5,000 new jobs is expected to be accompanied by the restoration of the Old Kent Road corridor as a thriving high street with shops, business space, leisure, civic, cultural and community uses. This change will be driven by the outwards expansion of central London and the construction of the Bakerloo line extension (BLE).

The London Borough of Southwark (LBS) is currently preparing an Area Action Plan (AAP) for their section of the OA, setting out a vision for the. In support of the AAP, TfL have undertaken a Strategic Transport Study (STS), which assesses transport impacts of planned growth, and recommends the transport improvements necessary to enable this. In contrast, this report focuses specifically on surface transport.

The corridor todayThe Old Kent Road corridor is a major radial route linking central London with areas to the south east that forms part of the A2 corridor. It is designated as a

‘red route’, being part of the Transport for London Road Network (TLRN). It is an important transport corridor, catering for movement by a wide range of modes as shown in the graph above.

However, the corridor currently has a number of issues and challenges relating to surface transport, including:

> Limited footway space at key locations, and poor provision for pedestrian crossing which creates severance

> Whilst there are high cycle flows, this is despite a general lack of cycle facilities, leading to conflicts with other road users and a fifth of recorded collisions involving cycles

> The nearest rail stations are some distance away, meaning that public transport services are solely provided by buses

> There are high levels of bus patronage through the day, with overcrowding occurring during peak periods; whilst there are intermittent bus lanes, these are not continuous

> There are few alternative radial routes for traffic, and the road environment (in terms of layout and number of lanes) is inconsistent

> Motorcycles form a relatively high proportion of traffic along the corridor > The quality of the public realm varies along the corridor, with the public realm

poorly enclosed by buildings (particularly towards the eastern end of the corridor)

> Historic buildings constrain road width

The corridor in the futureWhilst the BLE will be a primary enabler of growth in the OA, surface transport also has a key role to play, in particular before the BLE is completed. In order to support and facilitate growth, the future Old Kent Road corridor is envisaged as a modern boulevard with improved public realm for pedestrians, protection for cyclists and improved bus infrastructure along its entire length served by new open spaces and green links.

The location and quantum of development associated with the OA will create new pressures on the corridor but are also likely to open up opportunities to rethink the layout of the corridor and priority of modes. There are currently three main development scenarios that are being considered, as shown in the adjacent diagrams. The key difference between them is that whilst the low growth scenario assumes that there will not be a BLE, the medium and high growth scenarios assume that the BLE will be in place.

In order to understand future movement patterns associated with each growth scenario, TfL have completed strategic transport modelling. Some of the key findings are:

Car/Van/Taxi 36%

Heavy Goods Vehicles

2%

Bus/Coach 38%

Motorcycles 5%

Pedal Cycles 6%

Pedestrians 13%

Average AM peak hour corridor mode split (people/passengers)

|

G rowth S cenarios – No B akerloo L ine E xtens ion

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8-10,000 homes (net inc reas e)

70,000 s qm (gros s ) employment s pac e

L ow G rowth S c enario (no B L E )

Medium Growth Scenario(with BLE)

15,000new

homes

70-80,000 sqm of employment

space

|

G rowth S cenarios – No B akerloo L ine E xtens ion

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8-10,000 homes (net inc reas e)

70,000 s qm (gros s ) employment s pac e

L ow G rowth S c enario (no B L E )

High Growth Scenario(with BLE)

20,000new

homes

70-80,000 sqm of employment

space

|

G rowth S cenarios – No B akerloo L ine E xtens ion

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8-10,000 homes (net inc reas e)

70,000 s qm (gros s ) employment s pac e

L ow G rowth S c enario (no B L E )

Low Growth Scenario(no BLE)

8-9,000 new

homes

50-60,000 sqm of employment

space

> Total transport demand in the area increases significantly > The bulk of this absolute increase is predicted to be for public transport trips

and non-mechanised (walking and cycling) trips, with a smaller increase in vehicle trips

> For the low growth scenario (without the BLE), the modelling results suggest a significant increase in the volume of bus demand; in the medium and high growth scenarios, there are even higher increases in public transport demand, although much of this is served by the BLE

All of the growth scenarios will result in a very significant increase in the demand for movement in the area, and this growth is especially large in the high growth scenario. In terms of individual modes, there will need to be a focus on catering for walking and cycling trips, both as primary modes of transport and as a means of access to public transport services. Given the increasing relative importance of public transport (compared to private vehicle trips), this suggests that increasing a greater focus on public transport movement is necessary in order to facilitate future development.

Surface transport concept interventionsThe growth in houses and jobs planned around Old Kent Road will increase the level of activity on the corridor significantly. It is therefore important for severance to be reduced and for the place function of the corridor to be enhanced in order to support development of the OA. In addition, Old Kent Road will continue to be an important movement corridor, encompassing both its current movement role and catering for movement needs associated with growth.

Taking into account these considerations, a range of concept interventions has been developed that demonstrates various possibilities for responding to the future aspirations for the corridor. These have been organised under three headings:

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> Corridor: These primarily respond to movement needs, and have been developed at a corridor-wide level to provide a coherent route for movement along the length of the corridor.

> Places: The character of the corridor will not be uniform along its length, but will rather consist of a string of places and moments. A number of key places have been identified, with interventions that respond to and support the planned mix and form of development in these areas.

> Stitches: At key points, new routes and interventions will stitch the two sides together and create clear moments. New routes will be forged to physically link areas north and south of the road and supporting east-west routes will be reinforced to ease the operation of the Old Kent Road as a high street.

A series of principles has also been developed to inform the overall approach to the development of interventions for the corridor:

> The Old Kent Road becomes the join rather than the barrier > The corridor is the focus of activity and interchange > The streetscape has a well-defined character and rhythm > Movement along and across the corridor is maintained and enhanced > Capacity for general traffic is generally maintained > Public transport, walking and cycling have priority at key junctions

Four alternative corridor options have been developed (as illustrated in the adjacent cross-sections), representing varying degrees of intervention and different emphases:

> Incremental improvements: This represents a do-minimum option, focusing on improving continuity of bus lanes, and widening them to accommodate cycles. It is the least complex to implement, but does not fully resolve bus / cycle conflicts.

> Enhanced cycle provision: Two sub-options are shown, one that includes one-way cycle lanes, and the other with a two-way cycle track on the north side of Old Kent Road. Segregation would be provided between cycles and other road users, but there could potentially be complex layouts at junctions.

> Enhanced bus provision: This would provide a fully segregated Bus Rapid Transit (BRT) in the centre of the road. This would improve bus priority, but is likely to be to most complex to implement.

Whilst some of the interventions proposed represent complex interventions that could take a number of years to implement, some elements of the identified interventions could be implemented in the short term.

However, there are a number of wider constraints that may impact on the implementation of any interventions, and that will need to be considered as part of further work. These include:

> Finite space, constrained by existing buildings and infrastructure > The need to minimise severance > How the Old Kent Road corridor fits into wider movement networks > Funding sources and availability > Programme for surrounding development

Conclusions and next stepsBy examining movement issues relating to the Old Kent Road corridor (both now and in the future), this study has found that it serves a very wide range of movement needs, and that the demand for movement in the area will increase significantly. However, consideration of movement also needs to be balanced with the ambition of making Old Kent Road a better place, that can be a focus of activity and links the community.

Whilst we have identified a range of concept interventions that respond to these considerations, they will require further development, and the corridor-wide interventions in particular may take some time to translate into reality. The timing of their implementation will therefore need to be considered vis-à-vis the likely progress of surrounding developments and the BLE. It may be the case that interim interventions are needed to ensure that the surface transport system does not lag behind development.

Option 1: Incremental improvements (shared bus and cycle lane)

Bus+cycle lane4.50

Generaltraffic lane

3.25Bus+cycle lane

4.50

Generaltraffic lane

3.25

General trafficlane4.50

Bus lane3.25

Buffer0.50

Buffer0.50

Carriageway width15.5

Corridor width23.5

Footway4.00

Footway4.00

Location A - 21.7m width

Location B - 28.6m width

Client :

Title:

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@ A2Drawing No. Sheet No. Rev.

Rev. CommentsDate AppChkDes

t +44 (0)20 7910 5000 e [email protected]

TRANSPORT FOR LONDON

OLD KENT ROAD

CROSS SECTIONS

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Burgess Park

Old Kent Road

Mandela Way

Dunton R

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Humphre

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Albany R

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East Street

Surrey Square

Traf

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Bricklayers Arms(subject to a separate

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Old Kent Road Surface Transport Study Final Report01

Tower Bridge Road

Great D

over Street

Leroy Street

Mandela way

East streetSurrey Square

Dunton RoadAlbany Road

Cooper’s Road

Glengall Road

Rotherhithe New Road

Peckham Park Road

Commercial Way

Asylum Road Ilderton Road

Avontey RoadPomeroy Street Kender Street

Hatcham Park Road

Study area

Bricklayers Arms (subject to a

separate study)

1 Introduction

Background and strategic context

Steer Davies Gleave (SDG) and Allies and Morrison Urban Practitioners (AMUP) have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing a series of integrated urban design and movement interventions for the Old Kent Road corridor.

The aim of the study is to provide a series of corridor - wide and location - specific surface transport interventions informed by the current and future functions of the corridor. However, this study has only developed the interventions at a concept level, and also presents a number of different options. In order to appropriately identify the most suitable package of surface transport interventions to respond to the needs associated with future development, further work will need to be completed to develop these interventions in more detail.

Old Kent Road Opportunity Area

Old Kent Road was identified as an Opportunity Area (OA) in the Further Alterations to the London Plan (FALP) in January 2014. This will lead to major change in the area, redefining the Old Kent Road as part of central London. This change should result in improvements to the quality of the environment along the road and a change in the distribution of land uses in the area, unlocking central London sites for potential housing growth.

The provision of at least 20,000 new homes and 5,000 new jobs is expected to be accompanied by the restoration of the Old Kent Road corridor as a thriving high street with shops, business space, leisure, civic, cultural and community uses.

In this process the out-of-centre style retail parks and superstores will be replaced with development that provides strong, well-defined street frontages and transition from single use industrial and warehousing uses to mixed use neighbourhoods will be encouraged.

The London Borough of Southwark (LBS) is currently preparing an Area Action Plan (AAP) for their section of the OA, setting out a vision for how the area will changes in the future, in order to deliver new homes and jobs. In order to support the AAP, TfL have undertaken a Strategic Transport Study (STS), in order to assess the transport impacts of this planned growth, and recommend the transport improvements necessary to achieve this.

The STS has concluded that an extension of the Bakerloo line will be a primary enabler of the vision set out in the AAP. The “Bakerloo line extension | Options assessment report” indicates that a route to Lewisham, via the Old Kent Road has the strongest case.The Bakerloo line extension (BLE) will impact further on how people travel in this part of London and will create new opportunities for redevelopment and investment in infrastructure. As proposals for the BLE are not yet finalised and are continuing to evolve, this study does not take into account considerations such as the exact locations of potential BLE station entries. Nevertheless, we have considered the potential impact that the BLE could have on surface transport in the area, given that also previous studies such as the Area Action Plan and supporting Placemaking Study have included the two stations in the Opportunity Area scenario planning.

In addition, the potentially long lead time before the BLE is implemented means that much development may proceed ahead of it. Surface transport will therefore be of vital importance during this period.

Report structure

Subsequent to this introduction this report is set out as follows:

> Chapter 2: Old Kent Road Corridor, explores the current function of the corridor, movement patterns and current challenges and opportunities

> Chapter 3: Future Corridor Functions, analyses the levels of growth expected in the future, their potential impact on future trips and patterns of movement and defines a series of high level principles to inform the development of options

> Chapter 4: Corridor Aspirations, considers a number of concept surface transport interventions that respond to the aspirations of the area, as well as future movement patterns

> Chapter 5: Conclusions and Next Steps, summarises the findings of the study and next steps in terms of incorporating the options into policy

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Historic context

The Old Kent Road is an historic London high street recognisable across the world due to its place as a low value asset on the Monopoly board. Parts of the road continue to have a high street character, along other stretches there are larger retail premises as well as housing estates, green spaces and civic and educational uses. The hinterland on either side of the road is a mix of industrial and community uses and housing.

Evolution

All places are shaped by their past; the Old Kent Road more than most. In terms of London’s growth the area was late to urbanise, but it has a long history stretching back almost two thousand years, to the Roman occupation and the origins of Watling Street.

The Old Kent Road was a former area of marshland and liable to flooding due to its location adjacent to the River Thames floodplain. The underlying geology consists of alluvial silts and overlying sand and gravel deposits, with lower lying marshes and mud-flats.

The area has been through two seismic shifts to its overall form and identity. First, the unprecedented growth and industrialisation in the nineteenth century, then wartime bombardment, slum clearance and redevelopment in the latter half of the twentieth century. This in turn was followed by the decline of industry and manufacturing and its replacement with retail and service industries.

1896By the end of the 19th Century development had been consolidated across the area, with schools and workers housing carved out of spare space. Industry was concentrated near the railway line and the Surrey Canal. The Livesey gasworks extended eastwards. Old Kent Road todayToday, Burgess Park forms the only sizeable open space in the area. The Old Kent Road is now home to a range of uses including extensive industrial parks and out of town shopping. Most recently there has been a move towards more intimate housing developments, fine grained and more responsive to their surroundings.

A ROAD1 AN IN-BETWEEN2 BIG PIECES3

HISTORIC FRAGMENTS4 DIVERSE COMMUNITIES5 ECONOMIC SERVICE6

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2 Old Kent Road Corridor Today

The Old Kent Road corridor, as considered in this study, lies primarily within LB Southwark, with a short section of its southern end lying within LB Lewisham. It forms part of the A2 corridor, a major radial corridor into central London from south east London. It is approximately 3.3 km long and links the Inner Ring Road at the northern end with Queen’s Road / New Cross Road at its southern end. The following sections present the current function of the corridor, the challenges and opportunities for each mode as well as physical constraints along the corridor that need to be considered in future design work.

Existing corridor functions

The Old Kent Road corridor is a ‘red route’, forming part of the Transport for London Road Network (TLRN). This reflects its importance as a movement corridor, for various modes of surface transport. Its place function is limited to shop frontages and green spaces sporadically abutting certain sections of the corridor.

eg City Place

P1

M3 M3

P1

P1

M2 M2

M1

P2

P2

P2 P3

P3

P3

eg CityStreet

eg High Road

M3

eg CoreRoad

eg Connector

M2

eg LocalStreet

M1

eg TownSquare

M1

eg CityHub

eg High Street

PlaceM

ovement

Current position of Old Kent Road in the hierarchy

Source: Roads Task Force, The vision and direction for London’s streets and roads

Car/Van/Taxi 36%

Heavy Goods Vehicles

2%

Bus/Coach 38%

Motorcycles 5%

Pedal Cycles 6%

Pedestrians 13%

Car/Van/Taxi 44%

Heavy Goods Vehicles

1%

Bus/Coach 33%

Motorcycles 5%

Pedal Cycles 4%

Pedestrians 13%

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015), and Occupancy rates from the Travel in London report 5 and BODS.

Average AM peak hour corridor mode split (people/passengers)

Average PM peak hour corridor mode split (people/passengers)

The general dominance of the movement function is reflected in its current designation as a ‘Core Road’ within the Street Types for London matrix. This street type has a high movement function, but only a low place function.In order to understand existing movement patterns on the corridor, various data sources have been drawn upon, including multi-modal surveys that were undertaken in November 2015. Based on this, average mode shares along the length of the corridor are shown in the graphs to the right. It can be seen that the largest proportions of movements are currently by car/van/taxi and bus/coach, with a higher bus/coach mode share in the AM peak.

Chapter contents

• Existing corridor functions

• Walking

• Cycling

• Public transport

• General traffic

• Powered two wheelers

• Freight movement

• Urban fabric assessment

• Stakeholder mapping of key challenges

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Walking Flows

Overall pedestrian activity varies considerably along the corridor with more pronounced peaks towards the Bricklayers Arms junction. The surveys undertaken in November 2015 showed that the busiest areas are located around the Dunton Road - Albany Road junctions with sudden spikes of activity around Trafalgar Avenue and Peckham Park Road.Generally, the northern footways are quieter than the southern ones. This could be explained by the presence of more retail frontages and local facilities along the southern footway, as well as the presence of bus passengers in the morning catching inbound buses.

Generally speaking, footway width along the northern side of the corridor is greater than on the southern side creating a mismatch between the space available for pedestrians and current demand.

Level of Service (LoS) > Generally the level of service is good especially along the northern footways. > There are obvious capacity issues at bus stops especially during the morning

and evening peak hours due to high numbers of passengers waiting or interchanging at bus stops , particularly at bus stops in the vicinity of Tesco and Bricklayer’s Arms.

> Although crowding at bus stops is sporadic, their locations should be re-considered to allow for queuing and waiting and minimum clear footway widths for moving pedestrian flows.

Walking

Crossing Provision

In total, there are 22 signalised pedestrian crossings provided along Old Kent Road within the study area. The uneven distribution of these points along the length of the corridor creates gaps in pedestrian connectivity. Out of these crossings, 15 are staggered, leading to higher waiting times and less direct crossing routes for pedestrians. Some of the offsets between the two halves of a staggered crossing are quite large, with the largest being a 30m offset near the junction with St James’s Road.This inhibuts the ease of movement between opposite sides of the road.

In addition to these signalised crossings, there is one pedestrian subway underneath Old Kent Road, near Mandela Way. This subway has both stairs and ramps accessing it.At most signalised junctions, the pedestrian crossings across side streets are controlled. However, the crossings are uncontrolled across the following four side streets, as pedestrians must either cross during the intergreen or between gaps in turning traffic:

> East Street > Hendre Road > Trafalgar Avenue > Pomeroy Street

Barriers to Movement

Informal crossing across Old Kent Road is also possible along most of its length (notwithstanding that there may not be gaps in traffic), however it is difficult in some sections due to the presence of physical barriers. The locations where this is the case are:

> Near Bricklayers’ Arms, due to the presence of the flyover ramp (210m) > Two sections of pedestrian guardrail in the centre of the road, in front of

Tesco and Burgess Park (170m) > Between Oakley Place and Trafalgar Avenue the southern footway is

significantly higher than the carriageway, creating a large level difference (80m)

> Between Olmar Street and Hyndman Street there are intermittent obstructions, due to raised planters and pedestrian guardrail (230m)

There is also a short section of pedestrian guardrail between Ilderton Road and the railway bridge (50m).

In total, these physical obstructions prevent crossing along approximately 740m of the corridor, which equates to just over 20% of its length. The longest continuous obstruction is due to the Bricklayers’ Arms flyover, which is about 210m in length.

Passengers queuing at bus stop Pedestrian crossing informally in the vicinity of the junction with Surrey Square

Pedestrian crossing informally in the vicinity of the junction with Rotherhithe New Road

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700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

200 pedestrians

Tow

er B

ridge

Roa

d

Great Dover Street

Lero

y St

reet

Mandela way

East

stree

tSu

rrey

Squa

re

Dun

ton

Road

Alb

any

Road

Coo

per’s

Roa

d

Gle

ngal

l Roa

d

Roth

erhi

the

New

Roa

d

Peck

ham

Par

k Ro

ad

Com

mer

cial

Way Asylum Road

Ilderton Road

Avontey RoadPomeroy Street

Kender Street

Hatcha

m Park

Road

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

283

165

129

100

189

234

185

87 99

288

121 76

182

220

99 91

62 79

272

214

67 82

147

46 73

60 66 69

125

225

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_AM Peak

200 pedestrians

Weekday morning and evening peak hour pedestrian movement

Bi-directional pedestrian flows along the northern footway

Bi-directional pedestrian flows along the southern footway

Traf

alga

r Ave

nue

TescoBricklayer’s Arms

Source: Traffic Surveys (November 2015 )

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

437

276

238

208

393

299

229

161

132

244

138

98

323

218

106 107

126

124

200 177

109

79

134

91

157 137

181

103

197

320

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

North Side_PM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

270 253

172

223

558 540

481

172 171

365

144 142

306

95

121 104

167 143 143

240

198

140

213

105

20

132

175

49

113 124

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_AM Peak

200 pedestrians

200 pedestrians

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

321

391

322

421

589 578

324

141 149

322

145 150

460

207

195

162

238

175

191

242

151

93

237

93

68

87 87

56

185

217

0

100

200

300

400

500

600

700

J1_1 J1_3 J2_1 J2_3 J3_1 J3_3 J5_1 J5_3 J6_1 J6_3 J7_1 J7_3 J8_1 J8_3 J9_1 J9_3 J10_1 J10_3 J11_1 J11_3 J12_1 J12_3 J13_1 J13_3 J14_1 J14_3 J15_1 J15_3 J16_1 J16_3

South Side_PM Peak

PM FlowsAM Flows

Page 14: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 06

Min

a Ro

ad

Ossory Road

Coop

er's

Road

New Kent Road

Tow

er B

ridge

Roa

d

Lero

y St

reet

Cobo

urg

Road

Trafal

gar A

venu

e

Row

cros

s St

reet

Mandela Way

Bush Road

Plou

gh

Way

Bestwood Stre

et

Lower Road

A200 Evelyn Street

A200

A220

8

A220

8

B214

Sanford Street

Lanc

heste

r Way

Hatch

am Pa

rk Ro

ad

Kend

er St

reet

Case

lla Road

Billin

gton

Road

Trundley's Road

Com

mer

cial W

ay

Devon Street

Sand

gate Street

Roth

erith

e Ne

w Roa

d

Peck

ham

Par

k Ro

ad

Mar

lbor

ough

Gro

ve

Southwark

Park Road

Southwar

k Pa

rk Ro

ad

A2206 Raymouth Road

Roth

erhi

the

New

Roa

d

A2206 Grange Rd

A2206

Pom

eroy

Stre

etLeo

Stre

et

Sylv

an G

rove

Pump Lane

A200

Roth

erhit

he N

ew Rd

Redr

iff R

o ad

Rotherhithe Old Road

Haw

ksto

ne R

oad

Grange Road

Bricklayers Arms Flyover

Dun

ton

Road

Tow

nsen

d St

reet

Rolls Road

Surr

ey S

quar

e

East

Stre

et

Hum

phre

y St

Brian

t Stre

et

Pepys Road

Alba

ny R

oad

Peckham Hill Street

Willowbrook Road

Southampton Way

King

lake

Str

eet

Bess

on St

reet

Clay

ton R

oad

A202

Pe

ck

ham High Street

A2214

Com

mer

cial

Way

A2 Old Kent Road

A2 New Cross

Road

A202 Queen's Road

A2A20

A202 P

eckha

m Ro

ad

Burg

ess P

ark

AsdaAldi

Tesco

Integrated WasteManagementFacility

New Cross Gate

Surrey Quays

Queens Road Peckham

South Bermondsey

Signalised crossin

g (not staggered)

Signalised crossin

g (staggered)

Uncontrolled crossin

g at signalise

d junction

Pedestrian su

bway

Physical barrier p

reventing crossing

Study area

TLRN

A roads

B roads

100

44

262

0

163

120

18

107

12 29

77

10

109

19 34 65

20

19

22

74

129

22

15

77

171

75

250

0

204

121

34

206

17

37

85

40

181

10

27

73 34

48 27

84

155

51

86

-78

-400

-300

-200

-100

0

100

200

300

East

Str

eet

Surr

ey S

quar

e

Dun

ton

Road

Alba

ny R

oad

Traf

alga

r Av

enue

Gle

ngal

l Roa

d

Mal

t St

reet

Olm

ar S

tree

t

St J

ames

's Ro

ad

Peck

ham

Par

k Ro

ad

Asyl

um R

oad

Ilder

ton

Road

Pom

eroy

Str

eet

Kend

er S

tree

t

Bess

on S

tree

t

Hyn

dman

Str

eet

Dev

on S

tree

t

Sylv

an G

rove

Bria

nt S

tree

t

IC1

IC2

IC3

IC4

Nb Sb

100

44

262

0

163

120

18

107

12 29

77

10

109

19 34 65

20

19

22

74

129

22

15

77

171

75

250

0

204

121

34

206

17

37

85

40

181

10

27

73 34

48 27

84

155

51

86

-78

-400

-300

-200

-100

0

100

200

300

East

Str

eet

Surr

ey S

quar

e

Dun

ton

Road

Alba

ny R

oad

Traf

alga

r Av

enue

Gle

ngal

l Roa

d

Mal

t St

reet

Olm

ar S

tree

t

St J

ames

's Ro

ad

Peck

ham

Par

k Ro

ad

Asyl

um R

oad

Ilder

ton

Road

Pom

eroy

Str

eet

Kend

er S

tree

t

Bess

on S

tree

t

Hyn

dman

Str

eet

Dev

on S

tree

t

Sylv

an G

rove

Bria

nt S

tree

t

IC1

IC2

IC3

IC4

Nb Sb

Strong crossing desire line to the north of East Street due to the presence of bus stops and the lack of formal crossing facilities.

Guard rail in the middle of the median does not discourage crossing as pedestrians walk along until the end of it and cross when traffic allows it.

Activity in the PM peak hour tends to be higher potentially due to the presence of small retail units, corner shops and take -away outlets that capture the commuters on their way back home.

Relatively well defined crossing desire lines in front of Asda and right before Carpetright.

Crossing is mainly north to south to catch the buses headed towards Elephant and Castle.Right after Sandgate Street pedestrians use the narrow central median to walk along as close as possible to the bus stop right of Ethnard Road and cross the street when traffic allows it.

This location raises safety concerns due to the presence of trees and vegetation that could mask the pedestrians from the approaching traffic. The north to south movement remains relatively strong in the evening as a series of small shops cater for after working hours shopping needs.

Strong desire line for crossing.During the AM peak hour the north to south movement is more pronounced from the residential blocks to the retail and bus stops.

In the PM peak hour crossing tends to be relatively balanced between both directionsThere is no formal central reserve to support and protect the movement.

Traffic speeds tend to be lower on the approach to the junction therefore pedestrians take advantage of the slow moving traffic to cross closer to their desire line.

Note: Background map shows the informal pedestrian desire lines captured during the weekday morning, inter-peak and evening peak periods, totalling 6.5 hours.

Weekday pedestrian crossing movements across Old Kent Road

88

44

260

105

96

33 72

11 11

182

29

118

15 34 63

42 56

26

153

103

15 11

68

109

46

316

368

185

85

132

6 26

48 30

133

19

183

59 20

46 21

203

95 61

31

112

-400

-300

-200

-100

0

100

200

300

East

Str

eet

Surr

ey S

quar

e

Dun

ton

Road

Alba

ny R

oad

Traf

alga

r Av

enue

Gle

ngal

l Roa

d

Mal

t St

reet

Olm

ar S

tree

t

St J

ames

's Ro

ad

Peck

ham

Par

k Ro

ad

Asyl

um R

oad

Ilder

ton

Road

Pom

eroy

Str

eet

Kend

er S

tree

t

Bess

on S

tree

t

Hyn

dman

Str

eet

Dev

on S

tree

t

Sylv

an G

rove

Bria

nt S

tree

t

IC1

IC2

IC3

IC4

Nb Sb

100

44

262

0

163

120

18

107

12 29

77

10

109

19 34 65

20

19

22

74

129

22

15

77

171

75

250

0

204

121

34

206

17

37

85

40

181

10

27

73 34

48 27

84

155

51

86

-78

-400

-300

-200

-100

0

100

200

300

East

Str

eet

Surr

ey S

quar

e

Dun

ton

Road

Alba

ny R

oad

Traf

alga

r Av

enue

Gle

ngal

l Roa

d

Mal

t St

reet

Olm

ar S

tree

t

St J

ames

's Ro

ad

Peck

ham

Par

k Ro

ad

Asyl

um R

oad

Ilder

ton

Road

Pom

eroy

Str

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Kend

er S

tree

t

Bess

on S

tree

t

Hyn

dman

Str

eet

Dev

on S

tree

t

Sylv

an G

rove

Bria

nt S

tree

t

IC1

IC2

IC3

IC4

Nb Sb

88

44

260

105

96

33 72

11 11

182

29

118

15 34 63

42 56

26

153

103

15 11

68

109

46

316

368

185

85

132

6 26

48 30

133

19

183

59 20

46 21

203

95 61

31

112

-400

-300

-200

-100

0

100

200

300

East

Str

eet

Surr

ey S

quar

e

Dun

ton

Road

Alba

ny R

oad

Traf

alga

r Av

enue

Gle

ngal

l Roa

d

Mal

t St

reet

Olm

ar S

tree

t

St J

ames

's Ro

ad

Peck

ham

Par

k Ro

ad

Asyl

um R

oad

Ilder

ton

Road

Pom

eroy

Str

eet

Kend

er S

tree

t

Bess

on S

tree

t

Hyn

dman

Str

eet

Dev

on S

tree

t

Sylv

an G

rove

Bria

nt S

tree

t

IC1

IC2

IC3

IC4

Nb Sb

100

44

262

0

163

120

18

107

12 29

77

10

109

19 34 65

20

19

22

74

129

22

15

77

171

75

250

0

204

121

34

206

17

37

85

40

181

10

27

73 34

48 27

84

155

51

86

-78

-400

-300

-200

-100

0

100

200

300

East

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Barriers to pedestrian movement

Key:Source: Traffic Surveys (November 2015 )

Page 15: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report07

Informal Crossing Activity

In spite of the existing barriers to pedestrian movement there are several areas where informal crossing is very common both in the AM and PM peak periods.

> There are strong desire lines north of East Street with the median providing opportunities for almost one crossing every 22 seconds in the AM peak hour and one crossing every 16 seconds during the PM peak hour.

> In the area between Ossory Road and Ethnard Road informal crossing is common especially in front of Asda and towards the westbound bus stop located before the junction of Old Kent Road and Ethnard Road.

> Further south along the corridor, the area in front of Aldi also experiences high levels of informal crossing throughout the day with one person crossing every 26 and 29 seconds respectively in the AM and PM peak hours.

Quality of the Walking Environment

Footways along the corridor are often encroached upon by street clutter including large refuse bins, advertising and signage. The quality of pavement, finishing and drainage are not consistent along the corridor.Rain can accumulate in front of some of the staggered crossings forcing pedestrians to deviate, jump or cross away from the signalised junction altogether. On the other hand, there are some sections of very wide and uncluttered footways (such as between Trafalgar Avenue and Glengall Road, Ossory Road to Olmar Street), however these tend to be at locations where there is relatively low demand for pedestrian movement.

In terms of wayfinding and orientation there is no formal provision.The most obvious landmarks and reference points for pedestrians are the retail park, superstores along the corridor as well as Burgess Park.

Collisions

The lack of formal crossing facilities together with the wide carriageway width and low priority at junctions are likely to increase the risks pedestrians take along the corridor.The 2013 TfL Study A2 Old Kent Road – Road Space Reallocation Study highlighted that approximately 17% of the collisions on Old Kent Road involve a pedestrian and that at 47% of the locations analysed the proportion of collisions involving pedestrians was above the average recorded across the entire TLRN.

KEY CHALLENGES

> Lack of sufficient clear width at key locations > Relatively poor provision for pedestrian crossing both formal and

informal > Poor provision of pedestrian central refuges > Frequent barriers to pedestrian movement > Strong informal pedestrian desire lines not catered for

Reduced clear footway width

Evidence of poor maintenance of drainage affecting crossing facility

DESIGN CONSIDERATIONSFootways

> Provide sufficient footway width particularly around bus stops > Provide, where footway width allows it, opportunities for pedestrians to

stop, rest and use the public space > Increase the quality and maintenance of footways and crossings

Crossings

> Support pedestrian desire lines by providing pedestrian crossings > Increase safety by providing accessible refuges along the desire lines > Rationalise pedestrian barriers > Create additional crossings where required > Lower traffic speeds where feasible > Review pedestrian green times and, where feasible, allow more time for

crossing > Explore the possibility for diagonal crossing, especially at wider junctions

Page 16: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 08

Cycling

According to the Southwark cycling strategy, 7.1% of people living in Southwark cycled to work in 2011.The surveys undertaken for this study showed that cycling represents approximately 6% of the Old Kent Road users in the AM peak hour. Although this is only the fourth highest mode share, the absolute number of cyclists is significant, considering there is negligible provision for cyclists at present and the corridor is a strategic route with a maximum speed of 30 mph.

Cycling flows

The survey results also showed that the Old Kent Road is used as a thoroughfare for most cycle trips rather than a destination.Cycle flows are extremely tidal, with a heavy westbound flow in the AM peak and eastbound flow in the PM peak, with much smaller flows in the opposite direction. This suggests that the corridor caters mainly for commuting cycling trips in the morning and evening peaks with the main desire lines along the length of the corridor.

The spikes in flows at certain junctions such as Peckham Park Road, Albany Road, Malt Street and Glengall Road highlight the importance of these junctions for cyclists either joining the corridor or crossing it.These locations are crucial for maintaining connectivity with the wider cycle network and increasing cycle safety.A diagram of the AM peak hour flows on the next page shows a detailed snapshot of movements at each junction and the flows joining the network particularly from the south.

For comparison purposes, these peak hour cycle flows at the western end of Old Kent Road are only slightly lower than those observed in 2013 along Whitechapel Road, which is a Cycle Superhighway (although these counts took place before the recent upgrade).

Westbound tidal cycle flows in the morning peak hour

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

300

600

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Printed on 14/04/2016 at 14:22 Page 2 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

300

600

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/Sh…

Trafalgar

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Olmar

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AM Peak Hour Westbound Flow

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PM Peak Hour Westbound Flow

P/C

Printed on 14/04/2016 at 14:22 Page 2 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

300

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Printed on 14/04/2016 at 14:22 Page 1 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

300

600

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AM Peak Hour Eastbound Flow

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300

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PM Peak Hour Eastbound Flow

P/C

Printed on 14/04/2016 at 14:22 Page 1 of 2

East

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Cycle flows along Old Kent Road

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Absence of cycle lanes forces cyclists into the same space as general traffic

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)

> Cycle flows are highly tidal with relatively low flows in the counter peak direction;

> Cycle flows are generally highest at the western end of the corridor

Page 17: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report09

Mina R

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Ossory Road

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Integrated Waste

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New Cross Gate

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South Bermondsey

Planned Cycle SuperhighwaySigned RouteAdvisory RouteOff CarriagewayPark or Canal RoutePedestrian LinkStudy areaTLRNA roadsB roads

Cycling Network

Page 18: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 10

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

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27123

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25217

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26228

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3198

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22514

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23613

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23411

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23016

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21017

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

29

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

168

Traf

alga

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315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street271

23

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

15Traffic Flows Old Kent Road JBY adj Olm

ar v0.17 [diagram_PC_AM

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315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

288

Gle

ngal

l Roa

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

26

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

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271

Mal

t Str

eet

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315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

23

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

252O

lmar

Str

eet

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

17

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

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09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

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262

Roth

erite

New

Ro

ad

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

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28

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

319

Peck

ham

Par

k Ro

ad

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

8

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

225

Asyl

um R

oad

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315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road225

14

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

14

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

236

Ilder

ton

Road

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

13

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

234

Pom

eroy

Str

eet

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

11

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

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230

Kend

er S

tree

t

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_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

16

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

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210

Bess

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315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

17

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram

_PC_AM]

315

09

06

00

180

04

015

0299

25

East Street

46423

Surrey Square

46328

Dunton Road

43312

Albany Road

36129

Trafalgar Avenue

16815

Glengall Road

28826

Malt Street

27123

Olmar Street

25217

Rotherite New Road

26228

Peckham Park Road

3198

Asylum Road

22514

Ilderton road

23613

Pomeroy Street

23411

Kender Road

23016

Besson Street

21017

Queens Road

27

133

022

92152

10

054

430

307

382

Printed on 20/01/2016 at 15:31Page 1 of 1

Que

ens

Road

27

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

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271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

13 3 0 22 92 152 1 0 0 54 43 0 30 7 3 82

Printed on 20/01/2016 at 15:31 Page 1 of 1

13

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

13 3 0 22 92 152 1 0 0 54 43 0 30 7 3 82

Printed on 20/01/2016 at 15:31 Page 1 of 1

22

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

13 3 0 22 92 152 1 0 0 54 43 0 30 7 3 82

Printed on 20/01/2016 at 15:31 Page 1 of 1

9

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

13 3 0 22 92 152 1 0 0 54 43 0 30 7 3 82

Printed on 20/01/2016 at 15:31 Page 1 of 1

92

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

13 3 0 22 92 152 1 0 0 54 43 0 30 7 3 82

Printed on 20/01/2016 at 15:31 Page 1 of 1

152

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3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

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Par

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ad 319 8

Asyl

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oad

225 14

Ilder

ton

road

236 13

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25

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433 12

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oad

361 29

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168 15

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288 26

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alga

r Ave

nue

168 15

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ngal

l Roa

d

288 26

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t Str

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271 23

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ar S

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252 17

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ad 262 28

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ad 319 8

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road

236 13

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eroy

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ny R

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361 29

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alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

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t Str

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271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

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ham

Par

k Ro

ad 319 8

Asyl

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oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

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234 11

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er R

oad

230 16

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on S

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210 17

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ens

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27

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464 23

Surr

ey S

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Dun

ton

Road

433 12

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ny R

oad

361 29

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alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

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t Str

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271 23

Olm

ar S

tree

t

252 17

Roth

erite

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Ro

ad 262 28

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ham

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k Ro

ad 319 8

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oad

225 14

Ilder

ton

road

236 13

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eroy

Str

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Avon

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Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

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464 23

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ny R

oad

361 29

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alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

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Ro

ad 262 28

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ham

Par

k Ro

ad 319 8

Asyl

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oad

225 14

Ilder

ton

road

236 13

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eroy

Str

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oad

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ngal

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d

288 26

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t Str

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ar S

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252 17

Roth

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ad 262 28

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k Ro

ad 319 8

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oad

225 14Ild

erto

n ro

ad236 13

Pom

eroy

Str

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er R

oad

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Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

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on S

tree

t

210 17

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ens

Road

27

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Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

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on S

tree

t

210 17

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ens

Road

27

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Str

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464 23

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ey S

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Dun

ton

Road

433 12

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ny R

oad

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alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

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t Str

eet

271 23

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ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

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er R

oad

230 16

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on S

tree

t

210 17

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ens

Road

27

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299

New

Cro

ss R

oad

25

3

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

3 15 0 9 0 6 0 0 18 0 0 4 0 15 0 299

25

East

Str

eet

464 23

Surr

ey S

quar

e

463 28

Dun

ton

Road

433 12

Alba

ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

Mal

t Str

eet

271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

Peck

ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

Kend

er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

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East

Str

eet

464 23

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ey S

quar

e

463 28

Dun

ton

Road

433 12

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ny R

oad

361 29

Traf

alga

r Ave

nue

168 15

Gle

ngal

l Roa

d

288 26

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t Str

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271 23

Olm

ar S

tree

t

252 17

Roth

erite

New

Ro

ad 262 28

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ham

Par

k Ro

ad 319 8

Asyl

um R

oad

225 14

Ilder

ton

road

236 13

Pom

eroy

Str

eet

234 11

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er R

oad

230 16

Bess

on S

tree

t

210 17

Que

ens

Road

27

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Hen

dre

Road

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [diagram_PC_AM]

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25

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Str

eet

464 23

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ey S

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ton

Road

433 12

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ny R

oad

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alga

r Ave

nue

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ngal

l Roa

d

288 26

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t Str

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ar S

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252 17

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ad 262 28

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road

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27

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464 23

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ey S

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463 28

Dun

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Road

433 12Al

bany

Roa

d361 29

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alga

r Ave

nue

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ngal

l Roa

d

288 26

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t Str

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ar S

tree

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252 17

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ad 262 28

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k Ro

ad 319 8

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ton

road

236 13

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eroy

Str

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oad

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on S

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ens

Road

27

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Penr

y St

reet

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Str

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464 23

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ey S

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Road

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alga

r Ave

nue

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ngal

l Roa

d

288 26

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t Str

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271 23

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ar S

tree

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252 17

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erite

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ad 262 28

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ham

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ad 319 8

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225 14

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ton

road

236 13

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eroy

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oad

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on S

tree

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ens

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27

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30

In the AM peak hour, westbound cycle movements are the predominant flow.At the eastern end of the corridor, this flow is about 200 cycles, and gradually increases until it almost reaches 500 cycles just before Bricklayers Arms. This is a very significant flow, and is comparable to popular corridors in The City of London.

Trafalgar Avenue and Glengall Road have high flows of cyclists from the south.The majority of cyclists do not seem to be joining the corridor and head instead towards the north on Mawbey Road and Cooper’s Street following the LCN cycle route towards the north.

Peckham Park Road provides another important link to the south but not as strong as Glengall Road and Trafalgar Avenue.

AM peak hour corridor cycle flows

Cyclists of various abilities occupy different parts of the road space

Cyclists of various abilities occupy different parts of the road space

Lighting during dark hours should be considered to improve general visibility and decrease the risk of collisions

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)

Page 19: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report11

RIV

ER

THAMES

R IV E R T HAMES

Quietway 1

Waterloo to Greenwich

WATERLOO ROAD

BLACKFRIARS ROAD

SOUTHWARK STREET

STAM

FO

RD ST.

YORK

ROAD

BORO

UGH

HI

GH

ST

REET

WESTMINSTER BRIDGE RD.BOROUGH

RD.

OLD KENT ROAD

OLD KENT ROADNEW KENT ROAD

TOW

ER

BR

IDGE

RO

AD

GREAT DOVER ST.

LONG LANE

DUN

TON

RD.

ROTH

ERHI

THE

NEW

ROA

D

TRUNDLEYS ROAD

GRINSTEAD RD.

DEPTFORD CH. ST.

CREEK ROAD

EVELYN STREET

GREEN

WIC

H HIG

H

STRE

ET

ROA

D

EDW

ARD

SAN

FORD STREETBLACKHEATH ROAD

NEW CROSS ROAD

SOUTHWARK PARK ROAD

GRANGE ROAD

ROLLS ROAD

WATERLOO BRIDGE

BLACKFRIARS

BRIDGE

LYNTON ROAD

ST. J

AMES

’S

RO

AD

THE CUT

ILDERTON ROAD

SURREY HIGH ST.

UPPER GROUND

BEL

VEDE

RE

TRAF

ALGA

R R

OAD

DEPTFORD

ST.CHILDERS STREET

CANAL ROAD

OXLEY

CLOSE

WILLOW WALK

TABARD ST.TRINITYSTREET

WEBBER STREET

CORNWALL ROAD

RD.

NORMA

N

SOUTH

WAR

K

B

RIDG

E R

OA

D

Paterson

ParkPaterson

Park

Bridgehouse

MeadowsBridgehouse

Meadows

Folkstone

GardensFolkstone

GardensTheDen

Royal Mail

Sorting Ofce

Wavelength

Leisure Centre

Greenwich

Market

Southbank

Centre

Tate

Modern Guy’s

Hospital

King’s College

London

Elephant

& Castle

London

Bridge

South Bermondsey

New Cross

Deptford

Deptford

Bridge

Greenwich

Lambeth

North

Waterloo

Waterloo

East Southwark

Borough

Quietway

Cycle Superhighways

CS7

CS6

CS6 CS7

Correct as of March 2016

> Very limited cycle facilities with no designated cycle routes > Inconsistent provision of advance stop lines (ASLs) > Little provision for cycle parking > Pronounced tidal flows in the AM and PM peak hour due to commuting > Relatively high levels of collisions involving cyclists (20% of total)

Cycle Hire Network

Currently the Santander Cycle Hire network ends at Bricklayers Arms, and does not provide coverage of Old Kent Road.The Southwark Cycling Strategy has identified the expansion of the Santander Cycle Hire scheme as a priority to increase cycling mode share and encourage cycling amongst those that do not have access to a cycle or do not have space to store one.LB Southwark’s aspiration is to expand the scheme south to Walworth, Bermondsey, Rotherhithe, Camberwell and Peckham.If these efforts succeed then levels of cycling are likely to increase along the corridor and the junctions joining into Old Kent Road from the south are likely to increase in importance.

Source: TfL Maps, Santander Cycles (2016)

Quality of the Cycling Infrastructure

Along Old Kent Road, there are currently minimal facilities for cyclists. There are discontinuous bus lanes which cyclists can use, but they are still subject to conflicts with buses and powered two wheelers. There are also some advance stop lines (ASLs) provided at some junctions.Current on-street cycle parking provision is limited to locations such as the vicinity of schools, local services such as GP surgeries , as well as some cycle parking stands at the entrances to retail superstores such as Tesco, Lidl and Asda.The Southwark Cycling Strategy (2015) recognises that there is generally low

cycle parking provision across the borough and investment in 3-400 additional hangers are required to support the increase in mode share that is being targeted.

Quietway 1 provides a 9km long signposted cycle route between Waterloo and Greenwich, along traffic-free paths and quieter back streets. It is London’s first Quietway route, and was opened in June 2016. It roughly parallels the Old Kent Road corridor, running to the north of it. At its western end, it connects to Cycle Superhighway 6 at Blackfriars Road, and Cycle Superhighway 7 at Southwark Bridge Road. As it has only been opened very recently, it is not yet known whether it will attract cyclists who would otherwise use Old Kent Road (which remains the most direct cycle route in the area towards central London).

Collisions

The lack of formal cycle facilities means that cyclists are largely unprotected from conflict with motorised vehicles, and this may be a contributory factor to many of the cycle collisions that have occurred along the corridor.The 2013 TfL Study A2 Old Kent Road – Road Space Reallocation Study highlighted that approximately 20% of the collisions on Old Kent Road involve a cyclist and that, on average, at 42% of the locations analysed the proportion of collisions involving cyclists is above the average across the whole TLRN (17%, as reported in the Collisions and casualties on London’s roads: Annual report 2013).Old Kent Road

> Review the provision of cycling infrastructure and cycle parking > Increase permeability and make it safe for cyclists to get across the

corridor > Explore design and/or technological solutions to increase the level of

cycle safety > Explore the possibility of extending the Santander Cycle Hire network > Explore the possibility of linking into the Cycle Superhighways network

Source: TfL

KEY CHALLENGES

DESIGN CONSIDERATIONS

RIV

ER T

HAMES

RIVER T H AMES

Quietway 1Waterloo to Greenwich

WATERLOO ROAD

BLA

CKFRIARS RO

AD

SOUTHWARK STREET

STAMFORD ST.

YORK

R

OAD

BOROUGH

HIGH

STR

EET

WESTMINSTER BRIDGE RD. BOROUGH RD.

OLD KENT ROAD

OLD KENT ROAD

NEW KENT ROAD TOWER

BRIDGE R

OADGREAT DOVER ST.

LONG LANE

DUNTO

N

RD.

ROTHERHITHE

NEW ROAD TRUNDLEYS ROA

D

GRINSTEAD RD.

DEPTFO

RD CH. ST.

CREEK ROAD

EVELYN STREET

GREENWICH HIGH S

TREE

T

ROAD

EDWARD

SAN

FORD STREET

BLACKHEATH ROAD

NEW CROSS ROAD

SOUTHWARK PARK ROAD

GRANGE ROAD

ROLLS ROAD

WATERLOO BRIDGE

BLA

CKFRIARS

BRID

GE

LYNTON ROAD

ST.

JAM

ES’S

RO

AD

THE CUT

ILDERTON ROA

D

SURREY

HIGH ST.

UPPER GROUND

BELV

EDER

E

TRA

FALG

AR

RO

AD

DEPTFO

RD

ST.

CHILDERS STREET

CANAL ROAD

OXLEYCLOSE

WILLOW WALK

TABARD ST.

TRINITYSTREET

WEBBER STREET

CORNW

ALL ROAD

RD

.

NOR

MAN

SOU

THW

ARK

BRID

GE ROA

D

PatersonPark

PatersonPark

BridgehouseMeadows

BridgehouseMeadows Folkstone

GardensFolkstoneGardens

TheDen

Royal MailSorting Ofce

WavelengthLeisure Centre

GreenwichMarket

SouthbankCentre

TateModern

Guy’sHospital

King’s CollegeLondon

Elephant& Castle

LondonBridge

South Bermondsey

New Cross

Deptford

DeptfordBridge

Greenwich

LambethNorth

Waterloo

WaterlooEast

Southwark

Borough

Quietway

Cycle Superhighways

CS7CS6

CS6CS7

Correct as of March 2016

Page 20: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 12

Overview

The accessibility of the Old Kent Road corridor varies along its length. PTAL values provide an indication of the how good public transport access is for an area, with 0 representing the worst access and 6b representing the best. In the study area, the worst PTAL values of 3 and 4 are found in the middle, given that this section is reliant on bus services only. Towards either end of the study area, the PTAL value increases to 5 and 6a, as the ends are closer to rail stations, as well as more bus services.

Bus network

Given the relative lack of rail - based public transport services, buses play a vital role in transporting people along and around the corridor. It is an important bus corridor served by 12 routes. Most of these routes tend to be radial in nature, catering for movements to and from central London. Out of these, four routes serve the entire length of the corridor:

Public transport

Source: TfL

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950

EPWHENBFBKEEEFEBERBPBQG

WBECWJWAWEWH

FWN

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950

EPWHENBFBKEEEFEBERBPBQG

WBECWJWAWEWH

FWN

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950

EPWHENBFBKEEEFEBERBPBQG

WBECWJWAWEWH

FWN

0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950

EPWHENBFBKEEEFEBERBPBQG

WBECWJWAWEWH

FWN

AM Peak Hour PM Peak Hour

Boar

ders

Alig

hter

s

Source: TfL BODS

> 21: Lewisham to Newington Green > 53: Plumshead to Whitehall > 172: Brockley Rise to St Paul’s > 453: Deptford to Marylebone

Together, these buses provide a frequency of 36 buses per hour.

Bus priority is provided intermittently on Old Kent Road via unconnected stretches of bus lanes. Furthermore, many sections of bus lanes operate during peak periods only, meaning that outside these times buses can be delayed by general traffic congestion.The recent removal of the Elephant and Castle roundabout has noticeably reduced bus journey time reliability on the Old Kent Road corridor. In order to mitigate this, action such as using more vehicles or route curtailments have become necessary. As such, consultation with TfL Buses indicates that measures to improve reliability are a key priority.

Bus usage

Work previously completed by TfL has shown that buses are busiest during the AM peak in the inbound direction at Bricklayers’ Arms. At this point, bus occupancy surveys undertaken by TfL over the busiest hour show that an average of 76.5 passengers per bus departed the survey location. During this hour, 35 out of 47 buses departed with 80 or more passengers on board and a total of 160 passengers were unable to board the first bus they wished to. These figures are higher than the usual planning capacity of 70 passengers per bus and show there is a need for increased bus capacity in the AM peak.

Demand is spread reasonably evenly across all routes which run from Old Kent Road to Elephant and Castle. Beyond Elephant and Castle, there is sufficient capacity to meet demand on all routes from Old Kent Road / Bricklayers’ Arms suggesting that a significant number of passengers are travelling to Elephant and Castle, where the majority of passengers alight to interchange with the underground or other bus routes.

BODS data suggests that the busiest stops are WN (Tesco) and F (East Street) in the direction of Elephant and Castle and EC (Tesco) and EF (Malt Street) in the direction of Lewisham.A particular characteristic of the corridor is that the total patronage remains relatively unchanged between the AM and PM peaks and at 8 out of 20 stops along the corridor, the PM boarders are higher than the AM boarders.

Page 21: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report13

Mina R

oad

Ossory Road

Coop

er's

Road

New Kent Road

Tower

Bridge

Road

Leroy Street

Cobo

urg

Road

Traf

alga

r Ave

nue

Rowcro

ss St

reet

Mandela Way

Bush Road

Plough Way

Bestwood Street

Lower Road

A200 Evelyn Street

A200

A2208

A2208

B214

Sanford Street

Lanchester Way

Hatcham Park Road

Kend

er S

tree

t Case

lla Road

Billington Road

Trundley's Road

Commercial Way

Devon Street

Sa

ndgate Street

Rotherithe New Road

Peck

ham

Par

k Ro

ad

Mar

lbor

oug h

Gro

ve

Southwark Park Road

South wark Park Road

A2206 Raymouth Road

Rotherhith

e New Road

A2206 Grange Rd

A2206

Pom

eroy

Str

eet

Leo Stre

et

Sylva

n Gr

ove

Pump Lane

A200 Rotherhithe New Rd

Redriff Ro

ad

Rotherhithe Old Road

Hawks

tone

Road

Grange RoadBricklayers Arms Flyover

Dunto

n Ro

ad

To

wnsend St

reet

Rolls Road

Surrey Square

East Street

Hum

phre

y St

Bria

nt S

tree

t

Pepys Road

Albany R

oad

Peckham Hill Street

Willowbrook Road

Southampton Way

Kinglake Street

Besson Street

Clay

ton

Road

A202 Peckham High Street

A2214

Com

mer

cial W

ay

A2 Old Kent Road

A2 New Cross Road

A202 Queen's Road

A2

A20

A202 Peckham Road

Burgess

Park

Asda

Aldi

Tesco

Integrated Waste

Management

Facility

New Cross Gate

Surrey Quays

Queens Road Peckham

South Bermondsey

Bus laneBus routeBus stopStudy areaA roadsB roads

WN

EB

EC

WJ

WH

WE

WB

WA

EE

EF

EN

EP

ER

BP

F

BF

G

D

C

Public Transport Network

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Surrey Square

9592

Dunton Road

10986

Albany Road

8371

Trafalgar Avenue

5772

Glengall Road

6254

Malt Street

5172

Olmar Street

6462

Rotherite New Road

6556

Peckham Park Road

4736

Asylum Road

4849

Ilderton road

4452

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4453

Kender Road

4449

Besson Street

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Queens Road

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9493

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9592

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10986

Albany Road

8371

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5772

Glengall Road

6254

Malt Street

5172

Olmar Street

6462

Rotherite New Road

6556

Peckham Park Road

4736

Asylum Road

4849

Ilderton road

4452

Pomeroy Street

4453

Kender Road

4449

Besson Street

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9493

Surrey Square

9592

Dunton Road

10986

Albany Road

8371

Trafalgar Avenue

5772

Glengall Road

6254

Malt Street

5172

Olmar Street

6462

Rotherite New Road

6556

Peckham Park Road

4736

Asylum Road

4849

Ilderton road

4452

Pomeroy Street

4453

Kender Road

4449

Besson Street

4356

Queens Road

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East Street

9493

Surrey Square

9592

Dunton Road

10986

Albany Road

8371

Trafalgar Avenue

5772

Glengall Road

6254

Malt Street

5172

Olmar Street

6462

Rotherite New Road

6556

Peckham Park Road

4736

Asylum Road

4849

Ilderton road

4452

Pomeroy Street

4453

Kender Road

4449

Besson Street

4356

Queens Road

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172

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016

20

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East Street

9493

Surrey Square

9592

Dunton Road

10986

Albany Road

8371

Trafalgar Avenue

5772

Glengall Road

6254

Malt Street

5172

Olmar Street

6462

Rotherite New Road

6556

Peckham Park Road

4736

Asylum Road

4849

Ilderton road

4452

Pomeroy Street

4453

Kender Road

4449

Besson Street

4356

Queens Road

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110

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172

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016

20

01

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Ilder

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57 72

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62 54

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57 72

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62 54

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64 62

Roth

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Ro

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Asyl

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48 49

Ilder

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44 52

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109 86

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83 71

Traf

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57 72

Gle

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62 54

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51 72

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64 62

Roth

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48 49

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44 52

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94 93

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109 86

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83 71

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57 72

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57 72

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62 54

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Towards the end of the corridor at Bricklayers Arms there is a considerably higher frequency of buses and coaches with the highest flows at the Dunton Road junction.

Humphrey Road and Trafalgar Avenue add traffic from the south and north. Buses from the north can also be terminating services re-joining the network.

Another important junction for services joining the corridor from the south (Peckham, Camberwell)

AM peak hour corridor bus and coach flows

Introduction – Base Year Validation – Observed Bus Demand (Tesco’s Northbound AM 8:00-8:30AM) Observed bus crowd (April 2016 – 8:15AM) Passengers cannot board the No.21 (April 2016 – 8:15AM) 2

Introduction – Base Year Validation – Observed Bus Demand (Tesco’s Northbound AM 8:00-8:30AM) Observed bus crowd (April 2016 – 8:15AM) Passengers cannot board the No.21 (April 2016 – 8:15AM) 2

Passengers not able to board the number 21 bus in April 2016 morning peak

High occupancy of bus near the junction with Dunton Road Street clutter limiting boarding and alighting

The flows at the western end of the corridor are significantly higher than for comparable corridors. For example along Whitechapel Road there are peak bus/coach flows of about 40-50 vehicles per hour (observed in 2013).

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)

Page 23: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report15

> Important bus corridor with high levels of patronage throughout the day > Limited bus priority provided > Insufficient provision for waiting and queuing passengers > Important corridor for coaches including international routes

Coaches

Old Kent Road carries a significant proportion of coaches entering and leaving London, however it should also be noted that they transport a low proportion of people moving along the corridor. Coach survey data (as shown in the table below) indicates that there are generally over 200 coaches using Old Kent Road on an average weekday, and that these make up approximately 7% of all of the coach movements into and out of central London.

Traffic surveys conducted in November show that the number of westbound and eastbound coaches on Old Kent Road is largely consistent across the junctions surveyed, which suggests that most coaches travel along the entire length of the corridor. During the weekday AM peak hour, there are almost 50 coaches using the corridor, with most of these travelling eastbound. There are fewer coaches in total during the weekday PM peak hour (26), and again there are most eastbound than westbound coaches. During the AM peak hour, coaches make up about 5% of traffic on Old Kent Road (measured in pcu), and about 2% in the PM peak hour.

> Intensification of bus priority > Improve continuity of bus lanes > Investigate the benefits of providing bus priority at signals > Place bus stops where footway width allows sufficient space for queuing

and waiting > Align bus stops with crossings and pedestrian refuge facilities to reduce

safety risks

Easter 2011

Spring 2011

Summer 2011

Autumn 2011

Average 2011

Old Kent Road 250 264 204 176 224

Total (all corridors) 3,346 3,181 3,253 2,639 3,105

Old Kent Road (%) 7.5% 8.3% 6.3% 6.7% 7.2%

Direction Weekday AM peak hour (07:15-08:15)

Weekday PM peak hour (17:30-18:30)

Eastbound 31 15

Westbound 17 11

TOTAL 48 26

Coaches in the morning peak

Coaches in the morning peak

KEY CHALLENGES

DESIGN CONSIDERATIONS

Information supplied by TfL indicates that coaches departing from Victoria Coach Station and travelling along Old Kent Road serve a mixture of destinations in continental Europe and Kent. The most common destinations for international coaches are Paris and Amsterdam, with the remainder serving various European cities further afield.

Station Distance to the corridor Served By Annual Entries

+ exits Zone(s)

Elephant and Castle 1.1 km Bakerloo line, Northern line, National Rail 2.9 m 1/2

New Cross Gate 400 m London Overground, National Rail 4.3 m 2

Queens Road Peckham 750 m London Overground, National Rail 1.6 m 2

South Bermondsey 1.0 km National Rail 0.8 m 2

Source: TfL, 2011 data

Source: Estimates on station usage (ORR, 2014) and Multi year station entry-exit figures (TfL,2014)

Rail

Public transport access along the corridor is primarily by bus. The nearest rail stations are generally located some distance from the corridor, and these are summarised in the table below.

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)

Page 24: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 16

Within the study area, Old Kent Road forms part of the Transport for London Road Network (TLRN) and is part of the A2.Old Kent Road is a key strategic link, only connecting central London and its south-eastern suburbs, but also towards destinations further afield in Kent. The nearest other alternative radial routes are some distance away, which means that there are few practical alternative routes for radial traffic on Old Kent Road.For example, the adjacent TLRN radial corridors are the A102 (towards the Blackwall Tunnel) and the A23 / A3. However, these routes provide links between origins and/or destinations that are different from those served by the A2 corridor.

At Bricklayers Arms, Old Kent Road intersects with the Inner Ring Road (IRR) around central London, which is also part of the TLRN and forms the boundary of the Congestion Charging Zone (CCZ). The other arm at the roundabout is the continuation of the A2 along Great Dover Street (also part of the TLRN), which connects to Borough and onwards into central London.

At the other end of the study area, it intersects with Queen’s Road, which is part of the A202 route and also part of the TLRN. The A2 itself continues east, connecting to the M25 motorway, and ultimately linking with the M2 motorway in Kent. At New Cross, the A2 also links to the A20, which links with the M20 motorway providing connections to strategic destinations including the Channel Tunnel and various cross-Channel ports.However, between the junctions at either end of the study area, Old Kent Road does not intersect with any other TLRN roads, or even Strategic Route Network (SRN) roads.

General traffic

Within the study area, there are 21 sets of traffic signals along Old Kent Road (including the signals at either end). This comprises 17 signalised junctions and four signalised crossings.

Road environment for traffic

The environment for traffic along Old Kent Road is not consistent along its length mainly because the width of the carriageway varies significantly, with some sections being dual carriageway, and others being only a single carriageway. This inconsistent environment is also caused by parking and loading bay provision, intermittent bus lanes, flares at junctions and central reservations which vary in width.

The changing number of lanes can cause confusion for drivers and is a safety issue. The most common number of lanes in one direction is two, although in some cases the nearside lane is designated as a bus lane. However, there are also significant sections that have three lanes in one direction, with some short sections with four lanes in one direction (in each case the nearside lane is designated as a bus lane). There is also a very short section with only a single lane in one direction.Whilst double red lines apply to some sections of Old Kent Road (meaning that stopping is not generally allowed), there are significant sections which are controlled by single red lines, which means that stopping is allowed outside of the hours of Monday–Saturday from 7am to 7pm, which effectively reduces the number of lanes available for moving traffic..

Further, there are also many parking and/or loading bays, which are in use between 10am and 4pm on Monday–Saturday. This means that the maximum number of lanes on Old Kent Road is only available between 7am and 10am, and between 4pm and 7pm, Monday–Saturday.

Traffic flows

There are two permanent TfL traffic counters along Old Kent Road. The flows recorded at these counters show that the westbound direction is generally busier in the morning peak whilst the evening has more pronounced flows in the eastbound direction.The surveys undertaken for this study show that general traffic (cars, vans and taxis) represents 36% of total users of the road in the AM peak hour and 44% in the PM peak hour.

For comparison purposes, peak hour flows for these vehicle types on Whitechapel Road are generally between about 500-700 vehicles per hour (as observed in 2013).

PM FlowsAM Flows

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

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1,200

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East

/Hen

dre

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Dun

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r

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on/H

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s/Q

ueen

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AM Peak Hour Eastbound Flow

General Traffic

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l

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PM Peak Hour Eastbound Flow

General Traffic

Printed on 14/04/2016 at 14:27 Page 1 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

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1,200

1,600

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

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Besson/Hatcham Park

Pepys/Queen's

AM Peak Hour Eastbound Flow

General Traffic

0

400

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1,200

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Surrey/Penry

Dunton

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Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

PM Peak Hour Eastbound Flow

General Traffic

Printed on 14/04/2016 at 14:27 Page 1 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

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East

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dre

Surr

ey/P

enry

Dun

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ny/H

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Traf

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ark

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AM Peak Hour Westbound Flow

General Traffic

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PM Peak Hour Westbound Flow

General Traffic

Printed on 14/04/2016 at 14:27 Page 2 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (2)]

0

400

800

1,200

1,600

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

AM Peak Hour Westbound Flow

General Traffic

0

400

800

1,200

1,600

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

PM Peak Hour Westbound Flow

General Traffic

Printed on 14/04/2016 at 14:27 Page 2 of 2

400

800

east

boun

d ge

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(veh

icle

s)400

1,200

800

1,200

800

400

1,200

800

1,200

400

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Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)

Page 25: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report17

Mina R

oad

Ossory Road

Coop

er's

Road

New Kent Road

Tower

Bridge

Road

Leroy Street

Cobo

urg

Road

Traf

alga

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nue

Rowcro

ss St

reet

Mandela Way

Bush Road

Plough Way

Bestwood Street

Lower Road

A200 Evelyn Street

A200

A2208

A2208

B214

Sanford Street

Lanchester Way

Hatcham Park Road

Kend

er S

tree

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lla Road

Billington Road

Trundley's Road

Commercial Way

Devon Street

Sa

ndgate StreetRotherith

e New Road

Peck

ham

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k Ro

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Mar

lbor

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Gro

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Southwark Park Road

South wark Park Road

A2206 Raymouth Road

Rotherhith

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A2206 Grange Rd

A2206

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eroy

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Leo Stre

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Sylva

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A200 Rotherhithe New Rd

Redriff Ro

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Grange RoadBricklayers Arms Flyover

Dunto

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Rolls Road

Surrey Square

East Street

Hum

phre

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tree

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Albany R

oad

Peckham Hill Street

Willowbrook Road

Southampton Way

Kinglake Street

Besson Street

Clay

ton

Road

A202 Peckham High Street

A2214

Com

mer

cial W

ay

A2 Old Kent Road

A2 New Cross Road

A202 Queen's Road

A2

A20

A202 Peckham Road

Burgess

Park

Asda

Aldi

Tesco

Integrated Waste

Management

Facility

New Cross Gate

Surrey Quays

Queens Road Peckham

South Bermondsey

1 lane2 lanes 2 lanes (incl bus lane)3 lanes3 lanes (incl bus lane)4 lanes4 lanes (incl bus lane)Signalised junctionSignalised crossingStudy areaA roadsB roads

General Traffic Network

Page 26: OLD KENT ROAD Surface Transport Study · have been commissioned by Transport for London (TfL) to undertake the Old Kent Road Surface Transport Study, which consists of developing

Old Kent Road Surface Transport Study Final Report 18

Operation

There are currently delays along the Old Kent Road corridor, including in the peaks. High delays of greater than 1.5 minutes per km have been recorded in the westbound direction during the AM peak, and in the eastbound direction during the PM peak.

In the AM peak the highest delays are intermittent and may be due to queuing at specific junctions along the corridor. In the PM peak traffic congestion is caused by queuing along the A2 corridor from New Cross.

0

5

10

15

20

25

30

35

Mon

00:

00

Mon

06:

00

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12:

00

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00

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00:

00

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cle

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d (k

m/h

)

Rolling hourly average Eastbound Westbound

A2 Old Kent Road - Traffic Delays (2011-2012 data)

AMPeak

PMPeakweekdayweekday weekday

• High delays of greater than 1.5 mins per km northbound during the AM peak and southbound during the PM peak.

• In the AM peak the highest delays are intermittent and may be due to • In the AM peak the highest delays are intermittent and may be due to queuing at specific junctions along the corridor

• In the PM peak traffic queues back from New Cross.

A2 Old Kent Road - Traffic Delays (2011-2012 data)

AMPeak

PMPeakweekdayweekday weekday

• High delays of greater than 1.5 mins per km northbound during the AM peak and southbound during the PM peak.

• In the AM peak the highest delays are intermittent and may be due to • In the AM peak the highest delays are intermittent and may be due to queuing at specific junctions along the corridor

• In the PM peak traffic queues back from New Cross.

A2 Old Kent Road - Traffic Delays (2011-2012 data)

AMPeak

PMPeakweekdayweekday weekday

• High delays of greater than 1.5 mins per km northbound during the AM peak and southbound during the PM peak.

• In the AM peak the highest delays are intermittent and may be due to • In the AM peak the highest delays are intermittent and may be due to queuing at specific junctions along the corridor

• In the PM peak traffic queues back from New Cross.

Source: TfL

Source: Google

Based on Google data, we have analysed observed average speeds along the corridor across a typical week. In the westbound direction, average speeds are the lowest during the weekday AM peaks, as well as during the day on Saturday and Sunday. In the eastbound direction, average speeds are the lowest in the weekday PM peaks, and also during the day on Saturday and Sunday.

> Inconsistent road environment creates bottlenecks and confusion for drivers

> High levels of delay > Few practical alternative radial routes

> Provide a more consistent number of lanes along the corridor > Examine options for reducing vehicle delays where possible > Explore options for relocating existing on-street parking and loading

KEY CHALLENGES

DESIGN CONSIDERATIONS

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Old Kent Road Surface Transport Study Final Report19

Powered two wheeler flows

In addition to cars, vans and taxis, there are significant flows of motorcyclists along Old Kent Road.The flows appear to mainly consist of commuter movements.This is demonstrated by the tidal flows in the morning and evening peaks.At the northern end of the corridor there is a higher concentration of food and beverage outlets that are likely to use also motorcycle deliveries in the local area therefore there will also be an element of local motorcycle movement.

Rotherhithe New Road and Peckham Park Road are key junctions during the morning peak flows.In the AM peak, westbound motorcycle flows are highest at the western end of the corridor, reaching approximately 350 motorcycles per hour just before Bricklayers Arms.

Powered two wheelers

Powered two wheeler parking

Parking for motorcycles is not present on the main corridor but some of the side roads have dedicated free parking spaces as shown below. Parking provision is not considered a major issue for the current land uses, nevertheless, the future residential, office and retail developments are likely to attract and encourage additional motorcycle users.

1/2

1000m

Content(c)Piemapping2016andmapdata(c)Navteq2016

Source: Parkingforbikes.com

Powered two wheelers during the morning peak hour

> Limited dedicated parking > Tendency of weaving through traffic due to inconsistent provision of bus

lanes

> Provide, where possible, more dedicated parking or, where not feasible, allow for short term parking on the side streets

> Ensure that the designs of options take into account the safety of powered two wheelers

KEY CHALLENGES

DESIGN CONSIDERATIONS

For comparison purposes, this is about twice as high as AM peak hour inbound powered two wheeler flows observed in 2013 along Whitechapel Road.

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Old Kent Road Surface Transport Study Final Report 20

Currently, Old Kent Road provides access for a series of industrial and retail uses that generate various servicing and freight access requirements.Larger sites have their own service yards, and there are loading bays available within the bus lanes during off-peak periods.Many of the retail / commercial units on the corridor are unoccupied, or have limited opening hours. It is anticipated that plans to deliver new housing, office and retail facilities along the corridor will increase the need for effective servicing and delivery arrangements.

The surveys undertaken for this study showed that the majority of freight traffic comes from light goods vehicles and only a small proportion of the total people mode share (2%) is represented by heavy good vehicles.This traffic composition shows there could be potential for freight consolidation along the corridor.

Freight movement

Previous analysis undertaken by TfL highlights the strategic importance of the corridor for HGV and LGV movements in south-east London. Particularly the northern part of the corridor accumulates freight movements from the west and east and acts as a distributor of traffic at Bricklayers’ Arms.

Although some of the HGV traffic generated along the corridor due to the current industrial land uses is expected to reduce in the future, the corridor is likely to remain an important freight route in and out of central London due to the proximity to various opportunity and growth areas. Also the Integrated Waste Management Facility located in the vicinity of Commercial Way is expected to remain for the foreseeable future, which means that it will continue to generate many refuse vehicle movements.

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

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800

East

/Hen

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Surr

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eroy

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's

AM Peak Hour Eastbound Flow

Heavy

Rigid 2

Light

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/Hen

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Dun

ton

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ar

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's

PM Peak Hour Eastbound Flow

Heavy

Rigid 2

Light

Printed on 02/08/2016 at 11:37 Page 1 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

0

400

800

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

AM Peak Hour Eastbound Flow

Heavy

Rigid 2

Light

0

400

800

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

PM Peak Hour Eastbound Flow

Heavy

Rigid 2

Light

Printed on 02/08/2016 at 11:37 Page 1 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

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East

/Hen

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AM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

0

400

800

East

/Hen

dre

Surr

ey/P

enry

Dun

ton

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Pepy

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PM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

Printed on 02/08/2016 at 11:37 Page 2 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

0

400

800

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

AM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

0

400

800

East/Hendre

Surrey/Penry

Dunton

Albany/Humphrey/S…

Trafalgar

Mawbey/Glengall

Malt

Olmar

St James's

Peckham Park

Asylum

Ilderton

Pomeroy

Kender/Avonley

Besson/Hatcham Park

Pepys/Queen's

PM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

Printed on 02/08/2016 at 11:37 Page 2 of 2

400 east

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Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

0

400

800

East

/Hen

dre

Surr

ey/P

enry

Dun

ton

Alba

ny/H

umph

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S…

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alga

r

Maw

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Gle

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l

Mal

t

Olm

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St J

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Kend

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AM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

0

400

800

East

/Hen

dre

Surr

ey/P

enry

Dun

ton

Alba

ny/H

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PM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

Printed on 02/08/2016 at 11:37 Page 2 of 2

Traffic Flows Old Kent Road JBY adj Olmar v0.17 [adj_Graphs (3)]

0

400

800

East

/Hen

dre

Surr

ey/P

enry

Dun

ton

Alba

ny/H

umph

rey/

S…

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r

Maw

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Gle

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l

Mal

t

Olm

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St J

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's

Peck

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Par

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Pom

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Kend

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Bess

on/H

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am P

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Pepy

s/Q

ueen

's

AM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

0

400

800

East

/Hen

dre

Surr

ey/P

enry

Dun

ton

Alba

ny/H

umph

rey/

S…

Traf

alga

r

Maw

bey/

Gle

ngal

l

Mal

t

Olm

ar

St J

ames

's

Peck

ham

Par

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Pom

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Kend

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Bess

on/H

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am P

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's

PM Peak Hour Westbound Flow

Heavy

Rigid 2

Light

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LGV Flow (AM)

LGV Flow (PM)

Rigid 2 Flow

HGV Flow

A2 corridor – freight traffic

A2 corridor – freight traffic

Source: TfL

> Limited road space will increase pressure on on-street servicing > Requirements for freight are likely to change together with the character

of the road

> Coordinate delivery and servicing plans for new developments > Investigate opportunities for freight consolidation > Consider alternative delivery and servicing schedules or technological

options

KEY CHALLENGES

DESIGN CONSIDERATIONS

Source: Based on Traffic Surveys (November 2015 ), TfL Surveys (2014/2015)