Transport Assessment Part 5 of 7 - Canada Water Masterplan · Transport Assessment Local Network Modelling Summary Note Report Ref Issue | 9 April 2018 . This report takes into account

Transport AssessmentPart 5 of 7

May 2018

Arup

Appendix D – Local Modelling

British Land Canada Water Masterplan Transport Assessment Local Network Modelling Summary Note

Report Ref

Issue | 9 April 2018

This report takes into account the particular instructions and requirements of our client.

It is not intended for and should not be relied upon by any third party and no responsibility is undertaken to any third party. Job number Job number

Ove Arup & Partners Ltd 13 Fitzroy Street London W1T 4BQ United Kingdom www.arup.com

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Contents Page

1 Scheme Overview 1

1.1 Introduction 1 1.2 Purpose of Report 1

2 Base Models 2

2.1 08/114: Surrey Quays Road / Deal Porters Way / Canada Water Bus Station; 08/178: Surrey Quays Road / Lower Road 2

2.2 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access 6

2.3 08/173: Surrey Quays Road / Canada Street 11 2.4 Lower Road / Jamaica Road / Brunel Road / Rotherhithe

Tunnel 13 2.6 Surrey Quays Road / Redriff Road 15 2.7 Redriff Road / Quebec Way 16

3 2031 Do Minimum Network 18

3.1 Future Year Traffic Flows 18 3.2 08/114: Surrey Quays Road / Deal Porters Way / Canada

Water Bus Station; 08/178: Surrey Quays Road / Lower Road 18

3.3 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access 19

3.4 08/173: Surrey Quays Road / Canada Street 20 3.5 Lower Road / Jamaica Road / Brunel Road / Rotherhithe

Tunnel 20 3.6 Surrey Quays Road / Redriff Road 21 3.7 Redriff Road / Quebec Way 21

4 2031 With Scheme Network 22

4.1 Future Year Traffic Flows 22 4.2 With Scheme Network Updates 22 4.3 08/114: Surrey Quays Road / Deal Porters Way / Canada

Water Bus Station; 08/178: Surrey Quays Road / Lower Road 22

4.4 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access ; Proposed Junctions 1 and 2 23

4.5 08/173: Surrey Quays Road / Canada Street 26



4.6 Lower Road / Jamaica Road / Brunel Road / Rotherhithe Tunnel 27

4.7 Surrey Quays Road / Redriff Road 27 4.8 Redriff Road / Quebec Way 27



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1 Scheme Overview

1.1 Introduction This Local Network Modelling Technical Note has been prepared by Arup and is submitted in support of a Transport Assessment (TA) regarding a hybrid planning application for the Canada Water Masterplan. The hybrid planning application is made in relation to land bounded by Surrey Quays Road to the north, Lower Road (A200) to the west, Redriff Road (B205) to the south and Quebec Way to the east (the “Site”) on behalf of BL CW Holdings Ltd, a subsidiary of British Land Company Plc (“The Applicant”), hereafter referred to as “British Land”. The Development comprises the comprehensive redevelopment of the Surrey Quays Shopping Centre, and adjacent sites. The Development will comprise retail, office, leisure and community floorspace along with residential dwellings. The purpose of the local highway network modelling is to assess the effect of the development in terms of traffic impact. The A200 Lower Road, which runs adjacent to the site contains a number of signalised junctions which have been assessed using LinSig. In addition, four further have been tested. This note outlines the local highway network modelling.

1.2 Purpose of Report This report has been produced by the design engineer to outline the modelling process and results for the following signalised junctions constructed using LinSig:

• Surrey Quays Road / Deal Porters Way / Canada Water Bus Station and Surrey Quays Road / Lower Road (2 Node Model);

• Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road (LinSig) and Lower Road / Redriff Road (LinSig) and Redriff Road / Tesco Access (3 Node Model)

• Surrey Quays Road / Canada Street And, for the following roundabouts using ARCADY:

• Lower Road / Jamaica Road / Brunel Road / Rotherhithe Tunnel.

• Surrey Quays Road / Redriff Road

• Redriff Road / Quebec Way



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2 Base Models

2.1 08/114: Surrey Quays Road / Deal Porters Way / Canada Water Bus Station; 08/178: Surrey Quays Road / Lower Road

Site Location:

The junctions modelled are located as shown in Figure 1 below:

Figure 1: Site Location

Signal Data:

Staging diagrams are shown below in Figure 2 and Figure 3.Figure 9



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Figure 2: Staging Diagram 08/114




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Intergreen tables are shown below in Figure 4 and Figure 5:

Figure 4: Intergreen Table 08/114


For Site 08/114, signal timings were recorded by TfL on Wednesday the 15th of November 2017. The average of the cycle time and stage lengths (via pulse points) were taken from the M16 data. If the average cycle time was not compatible with UTC operation, the nearest adjacent UTC acceptable cycle time was used. According to demand dependency data provided alongside the signal timings, Stage 2 and stage 3 are called roughly 50% of the time each (one or the other is called based on pedestrian crossing demand). As such, the site was double cycled with a staging of 1,2,1,3 to represent this demand. Cycle times of 52 seconds in the AM and 60 seconds in the PM were used.

Site 08/178 is not under UTC control, but demand dependency data was recorded by TfL on Wednesday the 15th of November 2017. Timings were taken from the background plan. The demand dependency data was then used to add bonus greens to represent actual operation. According to the demand dependency data Stage 2 is rarely called while stages 4 and 5 are called almost always. As such, a decision was made to assume stage 2 was called 0% and stages 4 and 5 called



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100% of cycles. Bonus greens were then added based on the frequency of stage 3. Cycle times of 88 seconds in the AM and PM scenarios were used.

Assumptions:

• Traffic flows were from the traffic survey of December 2014;

• Base signal information was taken from signal timing sheets provided in November 2017 (latest versions as of that date);

• Site signal data was provided by TfL from November 2017;

• Saturation flows and degree of saturation measurements were taken on site in January 2018;

• Link lengths were measured from SLDs and Google Maps;

• Flare lengths were observed on site where possible;

• Cruise times were measured on site in January 2018. Where possible 10 readings were taken and an average entered into the model;

• Flows for base models were entered using Lane Based Mode as per TfL requirements;

Results: Lane Description AM PM

DoS (%) MMQ (pcu)

DoS (%)

MMQ (pcu)

Lower Road (north) Left Ahead 38.4 2.7 42.4 3.5 Lower Road (north) Ahead 28.5 2.6 30.5 3.4 Surrey Quays Road Right Left 42.0 2.2 48.0 2.8 Lower Road (south) Right Ahead 78.7 9.1 50.3 4.2 Lower Road Exit Ahead 74.0 9.8 32.1 0.3 Lower Road Exit Ahead 32.3 1.3 26.4 1.7 Surrey Quays Road (west) Ahead Right 22.7 2.2 32.6 3.0 Surrey Quays Road (east) Ahead Left 19.0 2.3 26.4 3.0 Deal Porters Way Left Right 41.7 2.3 59.1 4.4 Bus Station Right Left Ahead 68.8 4.5 57.8 3.5 Exit Ahead 14.4 0.1 15.2 0.3

Comment:

Surrey Quays Road / Lower Road

The junction currently operates within capacity in all time periods. The northbound flow in the AM peak hour is sensitive to the performance of the eastern Thames crossing points at Rotherhithe and Blackwall and closures / issues can lead to significant delays. However, when taken in isolation, the junction can accommodate the traffic flow using it throughout the day.

Surrey Quays Road / Deal Porters Way / Canada Water Bus Station

The junction operates within capacity in the AM and PM peak hours.



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2.2 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access

Site Location:

The junctions modelled are located as shown in Figure 6 below:




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Signal Data:

Staging diagrams are shown below in Figure 7 to Figure 9Figure 9





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Intergreen tables are shown below in Figure 10 to Figure 12





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For Site 08/222, signal timings were recorded by TfL on Wednesday the 15th of November 2017. The average of the cycle time and stage lengths (via pulse points) were taken from the M16 data. If the average cycle time was not compatible with UTC operation, the nearest adjacent UTC acceptable cycle time was used. According to demand dependency data provided alongside the signal timings, Stage 2 runs 100% of the time. Cycle times of 48 seconds in the AM and 56 in the PM scenarios were used. It was noted on site that the southbound Lower Road discharges directly onto a red light of the downstream exit pedestrian crossing and flow is limited by the number of vehicles that can be stored in the junction central space.

Site 08/006, signal timings were recorded by TfL on Wednesday the 15th of November 2017. The average of the cycle time and stage lengths (via pulse points) were taken from the M16 data. If the average cycle time was not compatible with UTC operation, the nearest adjacent UTC acceptable cycle time was used. According to demand dependency data provided alongside the signal timings, Stage 2 runs 100% of the time. Cycle times of 48 seconds in the AM and 56 in the PM scenarios were used.

Site 08/120, signal timings were recorded by TfL on Wednesday the 15th of November 2017. The average of the cycle time and stage lengths (via pulse points) were taken from a combination of the M16 and M37 data. If the average cycle time was not compatible with UTC operation, the nearest adjacent UTC acceptable cycle time was used. The site operates either 1,2,3 or 1,2,4 staging based on demand. 1,2,4 has been used in the model with a bonus green to represent the amount of 1,2,3 operation recorded. Cycle times of 120 seconds in the AM and 56 in the PM scenarios were used.

Assumptions:

• Traffic flows were from the traffic survey of December 2014;

• Base signal information was taken from signal timing sheets provided in November 2017 (latest versions as of that date);

• Site signal data was provided by TfL from November 2017;



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• Saturation flows and degree of saturation measurements were taken on site in January 2018;


• Flare lengths were observed on site where possible;

• Cruise times were measured on site in January 2018. Where possible 10 readings were taken and an average entered into the model;

• Flows for base models were entered using Lane Based Mode as per TfL requirements;


DoS (%) MMQ (pcu)

DoS (%)

MMQ (pcu)

Deal Porters Way Lt/Rt/Ah 17.4 1.6 75.0 4.2 Access Road Right Left/Ah 0.4 0.1 1.0 0.0 Redriff Road E Ah/Rt/Lt 45.5 7.6 35.3 3.1 Redriff Road W Left 16.9 2.4 24.2 2.3 Redriff Road W Ah/Rt 61.5 12.5 33.4 3.7 Rotherhithe Old Road Left 53.4 3.6 55.0 4.4 Rotherhithe Old Road Rt 41.2 2.8 50.7 4.0 Hawkstone Road Left 81.9 6.8 54.4 4.0 Lower Road Ahead 64.8 4.4 73.0 5.9 Lower Road (ahead) Ahd 1 54.2 5.9 55.6 7.0 Lower Road (ahead) Ahd 2 54.3 5.9 55.7 7.0 Lower Road Exit Ahead 15.7 0.4 7.1 0.2 Lower Road Exit Ahead 46.4 1.9 42.1 0.9 Lower Road (ahead) Ahead 31.1 1.3 45.3 2.9 Lower Road (ahead) Ahead 31.2 1.4 37.1 2.4 Lower Road (left turn) Left 34.3 1.4 44.3 3.8 Redriff Road (left turn) Left 39.9 2.4 45.0 3.3 Redriff Road (left turn) Left 37.1 2.4 41.8 3.2

Comment: Lower Road / Rotherhithe Old Road / Hawkstone Road The junction operates within capacity in all time periods. It is noted that the site operates a low cycle time with an average recorded of 48 seconds in the AM peak hour which keeps queue levels low. Lower Road / Redriff Road The Lower Road / Redriff Road junction operates within capacity in all time periods. The site is closely linked to the upstream junction of Lower Road with Rotherhithe Old Road, and signal timings are designed to reduce delay across the two junctions. Redriff Road / Deal Porters Way This junction operates within capacity in both the AM and PM peak hours. However, queuing northbound on Redriff Road in the AM peak can be relatively long, despite the approach operating well within capacity.



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2.3 08/173: Surrey Quays Road / Canada Street

Site Location:

The junction modelled is located as shown in Figure 13 below:


Signal Data:

Staging diagrams are shown below in Figure 14.




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Intergreen tables are shown below in Figure 15.


For Site 08/173, no signal timings are available as the junction runs VA. Max timings were used for all stages from the timing sheet while demand for stages 3 and 4 was assumed to be 50% each, with a resultant cycle time of (double-cycled) 130 seconds in all periods.

Assumptions:

• Traffic flows were estimated from the traffic survey of December 2014 based on the flow entering Surrey Quays Road to the west and south and “worst case” turning proportion assumptions;

• NB ahead = 75% of traffic entering Surrey Quays Road at Redriff Rd

• NB Right = 20% of traffic entering Surrey Quays Road at Redriff Rd

• Canada Street Right Turn = 75% of traffic which arrives (WB) at Deal Porters Way

• Canada Street Left Turn = 75% of traffic which arrives (SB) at Redriff Road

• SB ahead = 75% of traffic entering Surrey Quays Road (EB) at Deal Porters Way

• SB Right = 20% of traffic entering Surrey Quays Road (EB) at Deal Porters Way

• Decathlon = 30PCUs In, 30PCUs out each peak hour. Flows are based on large assumptions to provide a worst case.

• 95% of RR67 sat flow used;

• Staging was assumed to be 1,2,3,1,2,4 to represent 50% demand for Decathlon Store and Pedestrian crossing stages;

• Base signal information was taken from signal timing sheets provided in November 2017 (latest versions as of that date). Alt Max 3 timings used;



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DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)

Canada St Left Right 40.7 2.8 40.4 2.8 SQR NB Rt Lt Ah 48.4 5.1 39.5 3.9 Access Rt Lt 19.2 1.1 19.2 1.1 SQR SB Lt Ah Rt 28.7 2.5 35.2 3.2

Comment: The junction operates within capacity in all time periods.

2.4 Lower Road / Jamaica Road / Brunel Road / Rotherhithe Tunnel

Site Location:





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Geometry:

Geometry was measured from OS Mapping, Google and on site.

Arm V - Approach road half-width (m)

E - Entry width (m)

l' - Effective flare length

(m)

R - Entry radius (m)

D - Inscribed

circle diameter (m)

PHI - Conflict

(entry) angle (deg)

1 3.06 3.79 26.62 49.48 68.77 50.00 2 6.08 9.46 29.34 29.34 68.77 16.00 3 3.54 6.54 33.04 19.33 68.77 20.00 4 2.46 11.39 28.15 30.41 68.77 14.00

The Lower Road approach features a bypass lane onto Jamaica Road westbound. In order replicate the impact of this arm on roundabout operation it has not been included within either the geometric measurements or capacity assessment. The area is relatively low on pedestrian numbers during the peak hours. Pedestrian crossing demand was assumed to be 30 pedestrians per hour on all crossings.

Results: AM peak hour PM peak hour

RFC Q RFC Q 1. Lower Rd 0.74 3 0.56 1

2. Jamaica Rd 0.38 1 0.39 1 3. Brunel Rd 0.31 1 0.26 1

4. R’hithe Tunnel 0.57 1 0.55 1

Comment: The roundabout operates within capacity in all time periods. The greatest ratio of flow to capacity occurred in the AM peak hour on the Lower Road northbound approach. It is noted that the operation of the roundabout is sensitive to disruption within the Rotherhithe tunnel or at Blackwall, either of which can cause significant delay on the wider road network.



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2.6 Surrey Quays Road / Redriff Road

Site Location:



Geometry:

Geometry was measured from OS Mapping, Google and on site. The pedestrian crossing on Redriff Road east (Arm 1) was assumed to be 30 pedestrians per hour.

Arm Approach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

1 3.70 3.70 3.70 0.00 18.80 16.90 0.00 2 4.00 4.00 5.50 5.00 17.20 13.10 0.00 3 3.90 3.90 3.90 0.00 17.50 15.20 0.00 Y


RFC Q RFC Q 1. Redriff Road (E) 0.37 1 0.36 1 2. Redriff Road (W) 0.58 1 0.55 1 3. Surrey Quays Road 0.25 1 0.36 1

Comment: The roundabout operates within capacity in all time periods.



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2.7 Redriff Road / Quebec Way

Site Location:



Geometry:

Geometry was measured from OS Mapping, Google and on site. The demand for the pedestrian crossing on Redriff Road east (Arm 1) was assumed to be 30 pedestrians per hour.

Arm V - Approach road half-width (m)

E - Entry width (m)

l' - Effective flare length

(m)

R - Entry radius (m)

D - Inscribed

circle diameter (m)

PHI - Conflict

(entry) angle (deg)

1 4.00 4.70 4.00 10.70 24.40 47.00 2 3.70 3.70 0.00 5.50 24.40 47.00 3 3.80 4.60 2.20 80.00 24.40 8.00


RFC Q RFC Q 1. Quebec Way 0.03 0 0.04 0 2. Redriff Road (E) 0.31 1 0.29 1 3. Redriff Road (W) 0.23 1 0.27 1




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3 2031 Do Minimum Network

3.1 Future Year Traffic Flows Strategic models for 2031 (CLoHAM) have been used to predict future traffic levels in a “Do Minimum” scenario which represents the 2031 with no change to the development site but include committed developments across London. The difference between 2012 base year scenario and 2031 Do Minimum flows was calculated and designated uplift. This uplift was then added to the existing traffic survey data from 2014 to produce future year flows.

This exercise was completed directly for the PM peak hour using 2012 CLoHAM PM model and 2031 CLoHAM model provided by TfL. For the AM peak hour traffic flows were extrapolated from the PM data based on the tidal proportions in the 2014 traffic survey data.


Model Updates:

There have been no updates to the base model other than those outlined below:

• No alterations were made to link/model structure or signals setup;

• Traffic flows were from the 2031 Do Minimum scenario as outlined in Section 3.1;

• Signal timings were optimised where required to replicate future operation under revised traffic demand;

• Demand dependency was retained where appropriate and re-calculated where timings had altered.


DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)




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Comment: Surrey Quays Road / Lower Road The junction is predicted to operate within capacity in all 2031 Do Minimum Scenarios Surrey Quays Road / Deal Porters Way / Canada Water Bus Station The junction is predicted to operate within capacity in all 2031 Do Minimum Scenarios

3.3 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access

Model Updates: There have been no updates to the base model other than those outlined below:






DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)

Deal Porters Way Lt/Rt/Ah 49.4 2.2 55.7 3.0 Access Road Right Left/Ah 9.1 0.4 3.4 0.1 Redriff Road E Ah/Rt/Lt 26.1 4.5 41.1 4.0 Redriff Road W Left 3.9 0.5 11.8 1.0 Redriff Road W Ah/Rt 49.3 10.7 57.5 9.3 Rotherhithe Old Road Left 31.3 0.4 22.5 0.3 Rotherhithe Old Road Rt 54.4 3.9 71.3 5.9 Hawkstone Road Left 62.5 4.1 41.4 2.9 Lower Road Ahead 78.2 6.4 85.8 9.2 Lower Road (ahead) Ahd 1 67.1 4.3 69.2 2.7 Lower Road (ahead) Ahd 2 67.6 4.3 69.2 2.7 Lower Road Exit Ahead 46.0 2.5 31.0 1.1 Lower Road Exit Ahead 16.0 0.1 11.3 0.1 Lower Road (ahead) Ahead 48.5 6.2 48.6 2.8 Lower Road (ahead) Ahead 30.9 3.1 49.0 2.8 Lower Road (left turn) Left 50.8 3.1 61.9 4.8 Redriff Road (left turn) Left 33.4 2.0 47.3 3.7 Redriff Road (left turn) Left 36.4 2.4 50.7 4.1



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Comment: Lower Road / Rotherhithe Old Road / Hawkstone Road The junction is predicted to operate within capacity in the 2031 With Scheme scenarios. Lower Road / Redriff Road The junction is predicted to operate within capacity in the 2031 With Scheme scenarios. Redriff Road / Deal Porters Way The junction is predicted to operate within capacity in the 2031 With Scheme scenarios.




• As the site does not exist as a SATURN node, flows at this junction were projected based on a very worst case scenario. The traffic flows are considered to be far in excess of actual projected flows;



DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)


Comment: The junction operates within capacity in all time periods.


The model was retained as per the base scenario with only traffic flows updated as outlined in section 3.1.



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RFC Q RFC Q 1. Lower Rd 0.78 4 0.68 2 2. Jamaica Rd 0.39 1 0.40 1 3. Brunel Rd 0.33 1 0.46 1 4. R’hithe Tunnel 0.83 5 0.86 6

Comment: The roundabout begins to approach capacity in the 2031 Do Minimum PM scenario on the Rotherhithe tunnel Arm as traffic has increased from the base year. However, the RFC remains below 1.

3.6 Surrey Quays Road / Redriff Road The model was retained as per the base scenario with only traffic flows updated as outlined in section 3.1.


RFC Q RFC Q 1. Redriff Road (E) 0.50 1 0.49 1 2. Redriff Road (W) 0.65 2 0.62 2 3. Surrey Quays Road 0.18 1 0.25 1


3.7 Redriff Road / Quebec Way The model was retained as per the base scenario with only traffic flows updated as outlined in section 3.1.






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4 2031 With Scheme Network

4.1 Future Year Traffic Flows Strategic models for 2031 (CLoHAM) have been used to predict future traffic levels in a “With Scheme” scenario which represents the 2031 with full development of the site alongside committed developments across London. The difference between 2012 base year scenario and 2031 With Scheme flows was calculated and designated uplift. This uplift was then added to the existing traffic survey data from 2014 to produce future year flows.

This exercise was completed directly for the PM peak hour using 2012 CLoHAM PM model and 2031 CLoHAM plus scheme model provided by TfL. For the AM peak hour traffic flows were extrapolated from the PM data based on the tidal proportions in the 2014 traffic survey data.

4.2 With Scheme Network Updates As part of the development proposals the existing roundabout at Redriff Road / Surrey Quays Road would be replaced by a signalised junction. In addition to this update, on Redriff Road to the east of Surrey Quays Road, two new junctions are proposed (modelled as one site) to provide signalised access and egress to the development site. As such, the model of Redriff Road ((08/122): Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; (08/006): Lower Road / Redriff Road; (08/120): Redriff Road / Tesco Access) has been extended in this scenario to include these network updates whilst the roundabout of Redriff Road / Surrey Quays road hasn’t been modelled.


Model Updates:



• Traffic flows were from the 2031 With Scheme scenario as outlined in Section 4.1;





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DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)


Comment:

Surrey Quays Road / Lower Road

The junction is predicted to operate within capacity in all 2031 With Scheme Scenarios

Surrey Quays Road / Deal Porters Way / Canada Water Bus Station

The junction is predicted to operate within capacity in all 2031 With Scheme Scenarios

4.4 08/122: Lower Road / Hawkstone Road / Rotherhithe Old Road / Redriff Road; 08/006: Lower Road / Redriff Road; 08/120: Redriff Road / Tesco Access ; Proposed Junctions 1 and 2

Model Updates:


• The model network has been extended to include proposed signalised junctions at Surrey Quays Road and development access/egress;



• AM: 50% pedestrian stage operation at 08/120 assumed (currently 33% at 60sec CT). Bonus green added accordingly;

• PM: bonus greens retained – no optimisation used.



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• North/south Pedestrian crossing demand at Surrey Quays Road / Redriff Road proposed signals assumed to be 50%. East/west crossing of SQR operates at non-conflicting points in every cycle;


Proposed Signal Data:

Staging diagrams for the two new sites are shown below in Figure 19: Proposed Staging and IG’s Diagrams Figure 19 and Figure 20 for the Surrey Quays Road and development access/egress junctions respectively.

Figure 19: Proposed Staging and IG’s Diagrams Redriff Road / Surrey Quays Road

Figure 20: Proposed Staging and IG’s Diagrams Redriff Rd / Dev Access & Egress



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DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)

Deal Porters Way Lt/Rt/Ah 38.2 2.4 93.1 13.1 Access Road Right Left/Ah 2.4 0.2 2.8 0.2 Redriff Road E Ah/Rt/Lt 86.7 16.3 67.0 13.9 Redriff Road W Left 36.4 4.2 54.3 7.1 Redriff Road W Ah/Rt 65.0 10.6 90.0 20.4 Rotherhithe Old Road Left 26.5 0.2 19.4 0.2 Rotherhithe Old Road Rt 76.2 7.6 86.7 9.9 Hawkstone Road Left 28.0 2.4 20.0 1.5 Lower Road Ahead 53.4 4.0 78.0 7.4 Lower Road (ahead) Ahd 1 59.4 1.8 74.1 3.5 Lower Road (ahead) Ahd 2 59.2 1.8 74.6 4.0 Lower Road Exit Ahead 43.4 1.4 28.3 0.6 Lower Road Exit Ahead 19.9 0.1 14.2 0.1 Lower Road (ahead) Ahead 54.4 3.8 53.0 3.4 Lower Road (ahead) Ahead 44.7 3.8 45.9 3.6 Lower Road (left turn) Left 57.9 5.7 81.5 12.5 Redriff Road (left turn) Left 40.9 3.8 43.3 4.2 Redriff Road (left turn) Left 49.4 5.4 45.5 4.8 Redriff Road EB Left Ahead 52.8 6.7 83.3 8.8 Redriff Road WB Ahead Right 70.7 11.8 84.4 8.8 Surrey Quays Road Right Left 44.3 2.8 85.8 7.5 Redriff Road EB Left Ahead 34.4 0.4 67.1 14.4 Redriff Road WB Ahead Right 65.9 8.7 61.7 8.7 Redriff Road EB Ahead 13.0 1.2 59.6 7.8 Tesco Exit Right Left 62.0 3.0 58.8 5.0 Redriff Road WB Ahead 70.0 12.3 79.8 11.2

Comment: Lower Road / Rotherhithe Old Road / Hawkstone Road The junction is predicted to operate within capacity in the 2031 With Scheme scenarios. Lower Road / Redriff Road The junction is predicted to operate within capacity in the 2031 With Scheme scenarios.



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Redriff Road / Deal Porters Way The junction is approaching capacity in the 2031 with scheme scenarios. The southbound arm has reached 93% saturated with a queue of 13 PCUs in the PM peak hour. It should be noted that the flows using this link in the CLoHAM model are greater than the trip development projections for the site in this location. As such these results represent a worst case and delay on this link is likely to be lower than predicted by the model. Redriff Road / Surrey Quays Road The junction is predicted to operate within capacity in the 2031 With Scheme scenarios. Redriff Road / Development Access/Egress The junction is predicted to operate within capacity in the 2031 With Scheme scenarios.




• As the site does not exist as a SATURN node, flows at this junction were projected based on a very worst-case scenario. The traffic flows are considered to be far in excess of actual projected flows;



DoS (%)

MMQ (pcu)

DoS (%)

MMQ (pcu)


Comment:

The junction is approaching capacity in the 2031 With Scheme PM scenario with a degree of saturation of 88% predicted on Surrey Quays Road northbound. It should be noted that these flows are based on a very worst case and represent unrealistic assumptions regarding turning proportions.



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The model was retained as per the base scenario with only traffic flows updated as outlined in section 4.1.


RFC Q RFC Q 1. Lower Rd 0.83 5 0.60 2 2. Jamaica Rd 0.40 1 0.41 1 3. Brunel Rd 0.46 1 0.41 1 4. R’hithe Tunnel 0.86 6 0.83 5

Comment: The roundabout begins to approach capacity in the 2031 With Scheme AM scenario on the Rotherhithe Tunnel Arm as traffic has increased from the base year (2012). The performance is very similar to the 2031 Do Minimum scenario, without the development in place.

4.7 Surrey Quays Road / Redriff Road The existing roundabout would no longer exist in the with scheme scenario as it has been replaced by a signalised junction which is being tested as part of the LinSig model of the Redriff Road corridor.

4.8 Redriff Road / Quebec Way The model was retained as per the base scenario with only traffic flows updated as outlined in section 4.1.




Appendix E – Collision Data

Canada Water area - personal injury collisions - 36mths to 31 December 2016

06 NOV 2017 14:11Date:

Page:

Interpreted Listing

RACCM28INTLCOWLANDS LAAU - Accident Analysis System

1 of 1 (summary)

Summary of Accidents Selected

23SC01 GIS AREA B08 Canada Water Area (P)

Site Reference and Description (zero accident counts shown in bold) Accidents

36 MTS TO DEC-2016

Date Period

The description of how the accident occurred and the contributory factors are the reporting officer's opinion at the time of reporting and may not be the result of extensive investigation


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LAAU - Accident Analysis System

Interpreted Listing

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1

2

3

0114MM70051

0114MM70287

0114MM70491

WED 29/01/14 08:32

THU 13/03/14 10:00

TUE 03/06/14 16:00

ROAD-WET

ROAD-DRY

ROAD-DRY

LIGHT

LIGHT

LIGHT

WEATHER-UNKNOWN

WEATHER-FINE

WEATHER-FINE

SURREY QUAYS RD J/W DEAL PORTERS WAY

NFL QUEBEC WAY J/W REDRIFF RD

SURREY QUAYS ROAD 50M NE J.W DEAL PORTERS WAY

SINGLE CWY

SINGLE CWY

SINGLE CWY

T/STAG JUN

T/STAG JUN

NO JUN IN 20M

GIVE WAY/UNCONT

GIVE WAY/UNCONT

NO XING FACILITY IN 50M



08

08

08

CELL 535000/179000

LINK 204-602

CELL 535000/179000

535460

536070

535480

179410

179300

179450

V1 U-TURNED ACROSS PATH OF V2, CAUSING COLLISION.

V1 HIT THEW REAR OF STATIONARY V2

PED RAN OUT INTO THE SIDE OF V1

/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

002

001

002

001

CASUALTY

CASUALTY

CASUALTY

(002)

(002)

(001)

(24 Yrs - M UNKN)

(33 Yrs - M SE7)

(12 Yrs - M SE16)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)

(000)

BT - NEGATIVE

BT - NOT PROVD (MEDCL REASONS)

BT - NEGATIVE

BT - NEGATIVE

BT - NEGATIVE

GDS =< 3.5T

M/C <= 50CC

CAR

M/C 50-125CC

CAR

SLIGHT

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

PEDESTRIAN CROSSING ROAD (NOT ON XING) SE BOUND FROM DRIVERS N/SIDE

(59 Yrs - M SE28)

(24 Yrs - M UNKN)

(21 Yrs - F SE1)

(33 Yrs - M SE7)

(29 Yrs - F DA14)

U-TURNING

GOING AHEAD OTHER

SLOWING OR STOPPING

GOING AHEAD HELD UP

GOING AHEAD OTHER

NE TO NE

NE TO SW

N TO S

N TO S

SW TO NE

JNY PART OF WORK

JCT MID

JCT MID

JCT APP

JCT APP

N/S HIT FIRST

FRONT HIT FIRST

FRONT HIT FIRST

BACK HIT FIRST

N/S HIT FIRST

UNKNOWN

x

x

xSch Attended :

SC01 GIS AREA B08 Canada Water Area (P) 36 MTS TO DEC-2016 SORTED BY DATE

403 (POOR TURN OR MANOEUVRE) 405 (FAILED TO LOOK PROPERLY)308 (FOLLOWING TOO CLOSE)

405 (FAILED TO LOOK PROPERLY) 308 (FOLLOWING TOO CLOSE)

802 (FAILED TO LOOK PROPERLY) 808 (CARELESS/RECKLESS/IN A HURRY)

V001 V001V002

V001 V001

C001 C001

A AA

A A

A A


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4

5

0114MM70627

0114MM70791

FRI 04/07/14 07:40

MON 25/08/14 12:05

ROAD-DRY

ROAD-WET

LIGHT

LIGHT

WEATHER-FINE

RAINING

SURREY QUAYS ROAD, J/W DEAL PORTERS WAY

LOWER ROAD J/W HAWKESTONE ROAD

SINGLE CWY

SINGLE CWY

OTHER JUN

T/STAG JUN

GIVE WAY/UNCONT

AUTO SIG

PEDN PHASE AT ATS

PEDN PHASE AT ATS

08

08

CELL 535000/179000

NODE 213

535460

535590

179410

179000

IT APPEARS V2 HAS TURNED RIGHT ACROSS PATH OF V1 & HIT F/O/S OF V1

V2 DISOBEYED ATS AND COLLIDED WITH V1

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

001

001 002

001

002

001

002

CASUALTY

CASUALTYCASUALTY

(001)

(001) (001)

(37 Yrs - F RM13)

(45 Yrs - M SE15)(40 Yrs - F UNKN)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)

BT - NEGATIVE

BT - NEGATIVE

BT - NEGATIVE

BT - NEGATIVE

CAR

CAR

CAR

CAR

SLIGHT

SLIGHTSLIGHT

PASSENGER

DRIVER/RIDERPASSENGER

FRONT SEAT

FRONT SEAT

(44 Yrs - M RM13)

(48 Yrs - F E8 )

(45 Yrs - M SE15)

(72 Yrs - F SE6 )

GOING AHEAD OTHER

TURNING RIGHT

TURNING RIGHT

GOING AHEAD OTHER

NE TO SW

SW TO SE

SW TO SE

NW TO SE

JNY PART OF WORK JCT APP

JCT APP

JCT MID

JCT MID

O/S HIT FIRST

FRONT HIT FIRST

N/S HIT FIRST

FRONT HIT FIRST

x

x


405 (FAILED TO LOOK PROPERLY) 403 (POOR TURN OR MANOEUVRE)405 (FAILED TO LOOK PROPERLY) 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)

405 (FAILED TO LOOK PROPERLY) 301 (DISOBEYED AUTOMATIC TRAFFIC SIGNAL)602 (CARELESS/RECKLESS/IN A HURRY)

V001 V002V002 V002

V002 V002V002

B AA A

A AA


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6

7

0114MM71036

0114MM71181

SAT 01/11/14 09:30

MON 08/12/14 18:31

ROAD-DRY

ROAD-DRY

LIGHT

DARK

WEATHER-FINE

WEATHER-FINE

LOWER ROAD J.W GOMM ROAD

REDRIFF ROAD J.W WORGAN STREET

SINGLE CWY

SINGLE CWY

T/STAG JUN

CROSSROADS

GIVE WAY/UNCONT

AUTO SIG


PEDN PHASE AT ATS

08

08

LINK 213-244

LINK 204-602

535330

535780

179230

179010

V1 PULLED OUT INTO THE PATH OF V1

V1 AND V2 BOTH TURNED RIGHT INTO EACH OTHER

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

002

001

002

CASUALTY

CASUALTY

(001)

(002)

(46 Yrs - F SE1 )

(21 Yrs - M SE16)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)

BT - NEGATIVE

BT - NEGATIVE

BT - NEGATIVE

BT - NOT REQUESTED

CAR

CAR

CAR

M/C 50-125CC

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

(46 Yrs - F SE1 )

(40 Yrs - F UNKN)

(53 Yrs - F SE8 )

(21 Yrs - M SE16)

TURNING RIGHT

GOING AHEAD OTHER

TURNING RIGHT

TURNING RIGHT

SW TO SE

SE TO NW

NW TO SW

SE TO NE JNY PART OF WORK

JCT MID

JCT MID

JCT MID

JCT MID

FRONT HIT FIRST

N/S HIT FIRST

O/S HIT FIRST

O/S HIT FIRST

x

x


302 (DISOBEYED GIVE WAY OR STOP SIGN OR MARKINGS) 405 (FAILED TO LOOK PROPERLY)602 (CARELESS/RECKLESS/IN A HURRY) 404 (FAILED TO SIGNAL/ MISLEADING SIGNAL)

405 (FAILED TO LOOK PROPERLY) 405 (FAILED TO LOOK PROPERLY)602 (CARELESS/RECKLESS/IN A HURRY) 602 (CARELESS/RECKLESS/IN A HURRY)

V001 V001V001 V002

V001 V002V001 V002

A AA B

A AA A


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9

10

0115MM70103

0115MM70660

0115MM70669

MON 09/02/15 07:52

MON 06/07/15 23:04

WED 29/07/15 21:10

ROAD-WET

ROAD-DRY

ROAD-DRY

LIGHT

DARK

DARK

WEATHER-FINE

WEATHER-FINE

WEATHER-FINE

LOWER ROAD 105M SE J.W ORAGE PLACE

LOWER ROAD J/W SURREY QUAYS ROAD

SURREY QUAYS ROAD J/W DEAL PORTERS WAY

SINGLE CWY

SINGLE CWY

SINGLE CWY

NO JUN IN 20M

T/STAG JUN

T/STAG JUN

AUTO SIG

GIVE WAY/UNCONT


PEDN PHASE AT ATS

ZEBRA

08

08

08

LINK 213-244

LINK 213-244

CELL 535000/179000

535460

535290

535440

179080

179280

179400

V2 PASSED TOO CLOSE TO V1, V1 BRAKED AND RIDER FELL OFF

V1 TURNED LEFTWITHOUT LOOKING AND HIT V2

V1 DIDN'T STOP AT THE ZEBRA CROSSING, V1 HIT PED

/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

002

001

002

001

CASUALTY

CASUALTY

CASUALTY

(001)

(001)

(001)

(27 Yrs - F SE16)

(? Yrs - M SE5 )

(11 Yrs - M SE16)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(000)

(000)

(002)

(001)

(000)

BT - NOT APPLICABLE

BT - DRV NOT CONTACTED

BT - NEGATIVE

BT - NEGATIVE


PEDAL CYCLE

GDS =< 3.5T

M/C 50-125CC

CAR

CAR

SLIGHT

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

PEDESTRIAN CROSSING ROAD ON PED XING SE BOUND FROM DRIVERS N/SIDE

(27 Yrs - F SE16)

(? Yrs - U UNKN)

(? Yrs - M SE5 )

(26 Yrs - M RM15)

(? Yrs - M )

GOING AHEAD OTHER

GOING AHEAD OTHER

TURNING LEFT

TURNING LEFT

GOING AHEAD OTHER

SE TO NW

SE TO NW

NE TO SE

NE TO SE

SW TO NE

JCT MID

JCT MID

JCT MID

DID NOT IMPACT

DID NOT IMPACT

N/S HIT FIRST

O/S HIT FIRST

N/S HIT FIRST

x

x

x


405 (FAILED TO LOOK PROPERLY) 602 (CARELESS/RECKLESS/IN A HURRY)408 (SUDDEN BRAKING) 401 (JUNCTION OVERSHOOT)

403 (POOR TURN OR MANOEUVRE) 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)602 (CARELESS/RECKLESS/IN A HURRY)

304 (DISOBEYED PEDESTRIAN CROSSING FACILITY) 601 (AGGRESSIVE DRIVING)

V002 V002V001 V001

V001 V001V001

V001 V001

A AA A

A AA

A A


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12

0115MM70843

0116MM70147

FRI 11/09/15 15:10

THU 25/02/16 12:00

ROAD-DRY

ROAD-DRY

LIGHT

LIGHT

WEATHER-FINE

WEATHER-FINE

REDRIFF ROAD J.W SURREY QUAYS ROAD

LOWER ROAD J/W HOTHFIELD PLACE

SINGLE CWY

SINGLE CWY

ROUNDABOUT

CROSSROADS

GIVE WAY/UNCONT

GIVE WAY/UNCONT



08

08

LINK 204-602

LINK 213-244

535840

535390

179120

179160

V2 COLLIDED WITH REAR OF STAT V1

V2 DROVE TOO CLOSE TURNED LEFT AND HIT V1

/

/

/

/

POLICE - OVER COU

POLICE - AT SCENE

001 002

001

001

002

001

002

CASUALTYCASUALTY

CASUALTY

(001) (001)

(001)

(33 Yrs - F SE16)(10 Yrs - F UNKN)

(? Yrs - F )

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)



BT - NOT APPLICABLE


CAR

CAR

PEDAL CYCLE

CAR

SLIGHTSLIGHT

SLIGHT


DRIVER/RIDER

FRONT SEAT

(33 Yrs - F SE16)

(? Yrs - U UNKN)

(? Yrs - F )

(? Yrs - M )

GOING AHEAD OTHER

GOING AHEAD OTHER

GOING AHEAD OTHER

TURNING LEFT

SW TO NE

SW TO NE

NW TO SE

NW TO NE

JCT APP

JCT APP

JCT MID

JCT MID

BACK HIT FIRST

FRONT HIT FIRST

O/S HIT FIRST

N/S HIT FIRST

UNKNOWNx

x

Sch Attended :


405 (FAILED TO LOOK PROPERLY) 602 (CARELESS/RECKLESS/IN A HURRY)307 (TRAVELLING TOO FAST FOR CONDITIONS)

405 (FAILED TO LOOK PROPERLY) 407 (PASSING TOO CLOSE TO CYCLIST, HORSE RIDER OR PEDESTRIAN)602 (CARELESS/RECKLESS/IN A HURRY)

V002 V002V002

V002 V002V002

A AA

A AA


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14

15

0116MM70338

0116MM70344

0116MM70356

SAT 16/04/16 23:01

THU 21/04/16 09:40

THU 05/05/16 19:00

ROAD-DRY

ROAD-DRY

ROAD-DRY

DARK

LIGHT

LIGHT

WEATHER-FINE

WEATHER-FINE

WEATHER-FINE

LOWER ROAD - 35M FROM J/W HAWKSTONE ROAD

LOWER ROAD J.W SURREY QUAYS ROAD

LOWER ROAD 50M NW J.W ROTHERHITHE OLD ROAD

SINGLE CWY

SINGLE CWY

SINGLE CWY

NO JUN IN 20M

T/STAG JUN

NO JUN IN 20M

AUTO SIG

PEDN PHASE AT ATS

PEDN PHASE AT ATS

PEDN PHASE AT ATS

08

08

08

LINK 213-244

LINK 213-244

LINK 213-244

535560

535290

535550

179020

179290

179030

PED RAN IN PATH OF V1

V2 DISOBEYED ATS AND COLLIDED WITH V1

V2 CHANGES LANES INTO THE SIDE OF V1

/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001 002

001

001

002

001

002

CASUALTY

CASUALTY

CASUALTYCASUALTY

(001)

(002)

(001) (001)

(20 Yrs - M DA2 )

(40 Yrs - F SE16)

(34 Yrs - M E14 )(24 Yrs - F DA7 )

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(000)

(002)

(001)

(002)

(001)

BT - NEGATIVE

BT - NEGATIVE

BT - NOT APPLICABLE

BT - NOT REQUESTED

BT - NOT REQUESTED

GDS =< 3.5T

CAR

PEDAL CYCLE

M/C > 500CC

CAR

SERIOUS

SLIGHT

SLIGHTSLIGHT

PEDESTRIAN

DRIVER/RIDER


CROSSING ROAD WITHIN 50M XING NE BOUND FROM DRIVERS O/SIDE

(58 Yrs - M SW9 )

(37 Yrs - F SE8 )

(40 Yrs - F SE16)

(34 Yrs - M E14 )

(42 Yrs - M X-UK)

GOING AHEAD OTHER

GOING AHEAD OTHER

TURNING RIGHT

GOING AHEAD OTHER

CHANGE LANE TO RIGHT

SE TO NW

NW TO SE

NE TO NW

NW TO SE

NW TO SE

JCT MID

JCT MID

FRONT HIT FIRST

FRONT HIT FIRST

O/S HIT FIRST

N/S HIT FIRST

O/S HIT FIRST

x

x

x


806 (IMPAIRED BY ALCOHOL) 802 (FAILED TO LOOK PROPERLY)

405 (FAILED TO LOOK PROPERLY) 602 (CARELESS/RECKLESS/IN A HURRY)301 (DISOBEYED AUTOMATIC TRAFFIC SIGNAL)

405 (FAILED TO LOOK PROPERLY) 602 (CARELESS/RECKLESS/IN A HURRY)

C001 C001

V002 V002V002

V002 V002

A A

A AA

A A


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18

0116MM70714

0116MM70692

01160000481

MON 11/07/16 02:06

WED 03/08/16 13:26

SAT 05/11/16 17:15

ROAD-DRY

ROAD-DRY

ROAD-DRY

DARK

LIGHT

LIGHT

WEATHER-FINE

WEATHER-FINE

WEATHER-FINE

ROTHERHITHE TUNNEL ROUNDABOUT J/W LOWER ROAD

LOWER ROAD J/W GOMM ROAD

DEAL PORTERS WAY J/W SURREY QUAYS ROAD

ROUNDABOUT

SINGLE CWY

SINGLE CWY

ROUNDABOUT

T/STAG JUN

OTHER JUN

GIVE WAY/UNCONT

AUTO SIG

GIVE WAY/UNCONT

PEDN PHASE AT ATS



08

08

08

NODE 213

LINK 213-244

CELL 535000/179000

535590

535330

535460

178990

179230

179400

V1 FAILED TO GIVE WAY TO V2

V1 COLLIDED WITH REAR OF V2

NOT KNOWN HOW COLLISION OCCURRED

/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

002

001

002

001

002

CASUALTY

CASUALTY

CASUALTY

(002)

(002)

(002)

(33 Yrs - M E14 )

(30 Yrs - M SE15)

(20 Yrs - M E3 )

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)

(000)

(000)

BT - NEGATIVE

BT - NOT APPLICABLE

BT - NEGATIVE

BT - NEGATIVE

BT - NOT REQUESTED

BT - NOT REQUESTED

CAR

PEDAL CYCLE

GDS => 7.5T

CAR

CAR

M/C 50-125CC

SLIGHT

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

DRIVER/RIDER

(33 Yrs - M E14 )

(33 Yrs - M E14 )

(75 Yrs - M CR0 )

(30 Yrs - M SE15)

(29 Yrs - M SE16)

(20 Yrs - M E3 )

GOING AHEAD OTHER

GOING AHEAD OTHER

SLOWING OR STOPPING

SLOWING OR STOPPING

WAITING TO TURN RIGHT

GOING AHEAD OTHER

NW TO SE

NW TO SE

NW TO SE

NW TO SE

E TO N

N TO S

JNY PART OF WORK

COMM TO/FROM WORK

JCT MID

LEAVING R'ABOUT

JCT MID

JCT MID

JCT APP

JCT MIDSKIDDED

FRONT HIT FIRST

FRONT HIT FIRST

FRONT HIT FIRST

BACK HIT FIRST

O/S HIT FIRST

O/S HIT FIRST

x

x

x


402 (JUNCTION RESTART) 405 (FAILED TO LOOK PROPERLY)

410 (LOSS OF CONTROL) 508 (DRIVER USING MOBILE PHONE)

602 (CARELESS/RECKLESS/IN A HURRY)

V001 V001

V001 V001

V002

A A

A A

B


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21

01160000739

01160002466

01160002757

TUE 08/11/16 09:30

SUN 20/11/16 12:18

MON 21/11/16 18:26

ROAD-DRY

ROAD-WET

ROAD-WET

LIGHT

LIGHT

DARK

WEATHER-FINE

RAINING

RAINING

SURREY QUAYS ROAD 75M N OF J/W DEAL PORTERS WAY

LOWER ROAD J/W REDRIFF ROAD

SURREY QUAYS ROAD J/W DEALS POINT WAY

ONE-WAY ST

DUAL CWY

ONE-WAY ST

NO JUN IN 20M

T/STAG JUN

T/STAG JUN

AUTO SIG

GIVE WAY/UNCONT


PEDN PHASE AT ATS

PEDN PHASE AT ATS

OTH AUTH PER

08

08

08

CELL 535500/179500

NODE 204

CELL 535500/179000

535500

535670

535870

179504

178940

179370




/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

001

002

001

CASUALTY

CASUALTY

CASUALTY

(001)

(001)

(001)

(16 Yrs - F SE16)

(43 Yrs - F SE13)

(53 Yrs - F SE16)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(000)

(000)

(000)

(000)

BT - NOT REQUESTED

BT - NOT REQUESTED

BT - NOT REQUESTED

BT - NEGATIVE

BUS/COACH

CAR

CAR

BUS/COACH

SLIGHT

SLIGHT

SLIGHT

PASSENGER

DRIVER/RIDER

PASSENGER

SEATED ON PSV

STANDING ON PSV

(36 Yrs - M SE5 )

(43 Yrs - F SE13)

(20 Yrs - M EN1 )

(56 Yrs - M SE17)

GOING AHEAD HELD UP

GOING AHEAD HELD UP

GOING AHEAD LEFT BEND

SLOWING OR STOPPING

N TO S

N TO SW

N TO SW

E TO W

JNY PART OF WORK

JNY PART OF WORK

BUSWAY

BUS LANE

JCT APP

JCT APP

JCT APP

DID NOT IMPACT

BACK HIT FIRST

FRONT HIT FIRST

DID NOT IMPACT

x

x

x


FOREIGN REG LHD

999 (OTHER FACTOR) 408 (SUDDEN BRAKING)

602 (CARELESS/RECKLESS/IN A HURRY)

408 (SUDDEN BRAKING) 999 (OTHER FACTOR)

V001 V001

V002

V001 V001

B B

A

A A


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23

01160006869

01160008439

SAT 10/12/16 19:25

THU 22/12/16 17:22

ROAD-WET

ROAD-DRY

DARK

DARK

RAINING

WEATHER-FINE

HAWKSTONE ROAD J/W ROTHERHITHE OLD ROAD

LOWER ROAD J/W SURRREY QUAYS ROAD

ONE-WAY ST

SINGLE CWY

MULTI JUN

T/STAG JUN

AUTO SIG

AUTO SIG


ZEBRA

08

08

NODE 213

LINK 213-244

535587

535290

178988

179280



/

/

/

/

SELF COMPLETION

POLICE - AT SCENE

001

001

001

001

002

CASUALTY

CASUALTY

(001)

(002)

(37 Yrs - F SE8 )

(36 Yrs - F SE8 )

VEHICLE

VEHICLE

VEHICLE

(000)

(000)

(000)


BT - NOT REQUESTED

BT - NOT REQUESTED

CAR

CAR

PEDAL CYCLE

SERIOUS

SLIGHT

PEDESTRIAN

DRIVER/RIDER

CROSSING ROAD (NOT ON XING) N BOUND FROM DRIVERS O/SIDE

(? Yrs - U )

(50 Yrs - M E1W )

(36 Yrs - F SE8 )

UNKNOWN (S/RMOVING OFF

MOVING OFF

GOING AHEAD OTHER

SW TO NE

N TO S

N TO S

COMM TO/FROM WORK

JCT CLEARED

JCT MID

JCT MID

UNKNOWN (S/R) FRONT HIT FIRST

N/S HIT FIRST

FRONT HIT FIRST

x

x

End of Report


407 (PASSING TOO CLOSE TO CYCLIST, HORSE RIDER OR PEDESTRIAN) 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)

End of Accidents for

V001 V002A A

SC01 GIS AREA B08 Canada Water Area (P)

Appendix F – Cycle Superhighway 4 Consultation Material

Cycle SuperHighway Route 4 Scheme - Summary of modelling results

Correct as of 20/09/2017

AM PM AM PM AM PM

15-16 14-15 14-15 14-15 -(1-2) 0-1

9-10 7-8 8-9 7-8 -(1-2) -(0-1)

8-9 13-14 9-10 16-17 1-2 3-4

10-11 15-16 10-11 12-13 -(0-1) -(3-4)

17-18 15-16 17-18 16-17 -(0-1) 0-1

9-10 7-8 8-9 8-9 -(0-1) 0-1

8-9 13-14 9-10 15-16 1-2 1-2

13-14 17-18 13-14 14-15 0-1 -(3-4)

10-11 8-9 9-10 9-10 -(0-1) 1-2

7-8 10-11 7-8 11-12 0-1 0-1

4-5 6-7 6-7 11-12 2-3 5-6

2-3 2-3 2-3 2-3 0-1 0-1

8-9 13-14 8-9 10-11 -(0-1) -(3-4)

11-12 10-11 13-14 11-12 1-2 0-1

4-5 7-8 4-5 7-8 0-1 0-1

2-3 4-5 1-2 1-2 -(0-1) -(2-3)

4-5 6-7 5-6 5-6 0-1 -(1-2)

6-7 10-11 5-6 7-8 -(0-1) -(3-4)

4-5 3-4 4-5 4-5 -(0-1) 0-1

2-3 2-3 3-4 1-2 1-2 -(0-1)

7-8 6-7 7-8 6-7 0-1 -(0-1)

9-10 6-7 6-7 6-7 -(3-4) -(0-1)

6-7 24-25 7-8 29-30 1-2 5-6

8-9 17-18 10-11 15-16 1-2 -(2-3)

6-7 5-6 5-6 5-6 -(0-1) -(0-1)

7-8 7-8 5-6 7-8 -(1-2) 0-1

9-10 5-6 10-11 7-8 1-2 1-2

1-2 3-4 2-3 2-3 0-1 -(1-2)

0-1 0-1 0-1 0-1 0-1 -(0-1)

1-2 1-2 7-8 1-2 6-7 -(0-1)

1-2 0-1 1-2 0-1 -(0-1) -(0-1)

4-5 3-4 10-11 8-9 5-6 5-6

4-5 3-4 9-10 8-9 5-6 4-5

2-3 5-6 5-6 8-9 2-3 2-3

Av Max Wait Time (Seconds)

88 76Av Max Wait

Time (Seconds)96 91 8 15

Av Max Journey Time (Seconds)

114 101Av Max Journey Time (Seconds)

114 109 0 8


102 102Av Max Wait

Time (Seconds)89 87 -13 -15



99 97 -18 -20


105 80Av Max Wait

Time (Seconds)114 94 9 14



135 115 11 16


113 158Av Max Wait




100 102 -26 -76


119 111Av Max Wait




60 60 -79 -65

Lower Rd/Surrey Quays Rd To Jamaica Rd/Southwark Park Rd

Evelyn St/Oxestalls Rd To Lower Rd/Surrey Quays Rd

Creek Rd/Norman Rd To Evelyn St/Oxestalls Rd

Tooley St/Three Oak Ln To Jamiaca Rd/Southwark Park Rd

Jamaica Rd/Southwark Park Rd To Lower Rd/Surrey Quays Rd

Lower Rd/Surrey Quays Rd To Evelyn St/Oxestalls Rd

Evelyn St/Oxestalls Rd To Creek Rd/Norman Rd

Jamaica Rd/Southwark Park Rd To Jamaica Rd/Tanner St

Southwark Park Rd To Rotherhithe Tunnel Northbound

Tooley St/Three Oak Ln To Lower Rd/Surrey Quays Rd

Lower Rd/Surrey Quays Rd To Creek Rd/Norman Rd

Lower Rd/Surrey Quays Rd To Jamaica Rd/Tanner St

Oxestalls Rd To Lower Rd/Surrey Quays Rd

Creek Rd/Norman Rd To Oxestalls Rd

Redriff Road, time to clear junction with Lower Rd

Plough Way, time to clear junction with Lower Rd

Trundleys Road, time to emerge onto Bush Rd (Northbound)

Brunel Rd To Jamaica Rd/Southwark Park Road

Brunel Rd To Lower Rd/Surrey Quays Rd

Southwark Park Rd To Rotherhithe Tunnel Northbound

Surrey Quays Rd, time to clear junction with Lower Rd

Surrey Quays Rd, time to clear junction with Lower Rd

Redriff Road, time to clear junction with Lower Rd

Plough Way, time to clear junction with Lower Rd

Trundleys Road, time to emerge onto Bush Rd (Northbound)

Brunel Rd To Jamaica Rd/Southwark Park Road

Brunel Rd To Lower Rd/Surrey Quays Rd

Evelyn St/Oxestalls Rd To Creek Rd/Norman Rd

Route 199 - Creek Rd/Norman Rd To OxestallsRd/Deptford Park School

Route 381 - Brunel Rd by Rotherhithe TunnelTo Tooley St/Tanner St

Route 381 - Tooley St/Lafone St To Brunel Rd by Rotherhithe Tunnel

Route P12 - Southwark Park Rd/Kirby EstateTo Lower Rd/Surrey Quays Rd

Route P12 - Lower Rd/Neptune St ToSouthwark Park Rd/Kirby Estate

Route 199 - Oxestalls Rd/Deptford Park SchoolTo Creek Rd/Norman Rd

Buses

Average journey times on five key bus routes

through the scheme area (Minutes, as a range)

Route P12 - Lower Rd/Neptune St ToSouthwark Park Rd/Kirby Estate

Route 199 - Oxestalls Rd/Deptford Park SchoolTo Creek Rd/Norman Rd

Route 199 - Creek Rd/Norman Rd ToOxestalls Rd/Deptford Park School

Route 47 - Surrey Quays Station/Redriff Rd ToDeptford Church St/Creek Rd

Route 188 - Creek Rd/Norman Rd To Surrey Quays Shopping Centre

Pedestrians

Maximum wait and journey time for pedestrian at key

junctions in the scheme area

(seconds)

Cycling

Average journey times (minutes, as a range)

General Traffic

Average journey times (minutes, as a range)

Tanner Street - Tooley Street

(Cycle Time 104s AM/PM)

Tooley St/Three Oak Ln To Lower Rd/Surrey Quays Rd

Lower Rd/Surrey Quays Rd To Creek Rd/Norman Rd

Lower Rd/Surrey Quays Rd To Jamaica Rd/Tanner St

Oxestalls Rd To Lower Rd/Surrey Quays Rd

Creek Rd/Norman Rd To Oxestalls Rd

Jamaica Rd/Southwark Park Rd To Jamaica Rd/Tanner St

Lower Rd/Surrey Quays Rd To Jamaica Rd/Southwark Park Rd

Evelyn St/Oxestalls Rd To Lower Rd/Surrey Quays Rd

Creek Rd/Norman Rd To Evelyn St/Oxestalls Rd

Tooley St/Three Oak Ln To Jamiaca Rd/Southwark Park Rd

Jamaica Rd/Southwark Park Rd To Lower Rd/Surrey Quays Rd

Lower Rd/Surrey Quays Rd To Evelyn St/Oxestalls Rd

Base Model Journey Times (Existing Situation)

Difference between existing situation

and predicted scheme journeys

Predicted scheme journey times with mitigation

Current journeys

Route P12 - Southwark Park Rd/Kirby EstateTo Lower Rd/Surrey Quays Rd

Route 188 - Lower Rd/Neptune St To Tanner Street/Druid St

Route 188 - Tooley St/Lafone St To LowerRd/Surrey Quays Rd

Route 188 - Surrey Quays Station/Redriff RdTo Creek Rd/Norman Rd

Route 188 - Lower Rd/Neptune St To Tanner Street/Druid St

Route 188 - Tooley St/Lafone St To LowerRd/Surrey Quays Rd

Route 188 - Surrey Quays Station/Redriff RdTo Creek Rd/Norman Rd

Route 381 - Brunel Rd by Rotherhithe TunnelTo Tooley St/Tanner St

Route 381 - Tooley St/Lafone St To Brunel Rd by Rotherhithe Tunnel

Route 47 - Deptford Church St/Creek Rd ToSurrey Quays Shopping Centre

Route 47 - Lower Rd/Neptune St To Tooley St/Tanner St

Route 47 - Tooley St/Lafone St To Lower Rd/Surrey Quays Rd

Tanner Street - Tooley Street


Jamaica Road - Major Road(Dual Crossing - Cycle Time

56s AM/PM)

Jamaica Road - Major Road

(Single Crossing Cycle Time 56s AM/PM)

Creek Road- Deptford Church Street

(Cycle Time 88s AM/96s PM)

Creek Road - Norman Road


Creek Road - Norman Road


Jamaica Road - Abbey Street


Jamaica Road - Abbey Street


Creek Road- Deptford Church Street


Route 188 - Creek Rd/Norman Rd To Surrey Quays Shopping Centre

Route 47 - Deptford Church St/Creek Rd ToSurrey Quays Shopping Centre

Route 47 - Lower Rd/Neptune St To Tooley St/Tanner St

Route 47 - Tooley St/Lafone St To Lower Rd/Surrey Quays Rd

Route 47 - Surrey Quays Station/Redriff Rd ToDeptford Church St/Creek Rd

Journeys modelled

PORTERS WAY

DEAL

BRUNEL R

OAD

TUNNEL APP

ROACHWILSO

N G

R

ST. JAMES’S RO

AD

DRUMM

ON

D ROAD

ABBEY STREET

DRUID STREET

GW

ORG

E ROEMILL

STRE

ET

TOW

ER B

RIDG

E RD

SHAD

THAM

ES

QUEEN ELIZABETH ST

PARK ROADSO

UTHWARK

CATHAY ST

WEST LAN

E

HAW

KSTO

NE RD

REDRIFF

RO

AD

SURREY QU

AYS RD.

BUSH ROAD

ROTHERHITHE

NEW ROAD

PLOUGH WAY

CHILTON

GROVE

CROFT

STREET

GRINSTEAD ROAD

SCAWEN RD

BLACKHORSE RD

DEPTFORD

CHURCH STREET

CREE

KSID

E

CREEK RD

DEPTFORD HIG

H STREET

ABINGER GROVE

GNIK

WEN

ST

WAT

ERG

ATE

STR

EET

GAINSFORD ST

SouthwarkPark

DeptfordPark

RIVER

THAMES

RIVER THAMES

Rotherhithe

Bermondsey

CanadaWater

Deptford

SurreyQuaysShoppingCentre

STNO

RWAY

SURREY QUAYS

RD

BEVI

NGTO

N ST

SurreyQuays

OXESTALLS RD

GROVE ST

GLAISHER ST

LOWER ROAD

TOOLEY STREET

JAMAICA ROAD

LOWER ROAD

EVELYN STREET

CREEK ROAD

Connection toproposed CyclingQuietway onTanner Street

New eastboundbus gate andextendedleft turn lane

Connection to proposedCycling Quietwayon Gosterwood Street

Double yellow line replacessingle yellow line along somesections of Evelyn Street andCreek Road

No left turn fromJamaica Road intoBevington Street

Three right turn bansat junction

Marigold Streetexit only

Cathay Street becomesone-way northbound

Redesigned and improvedroundabout layout

Link to Thames Pathcycle route

Crossing widenedand moved towestern arm

New mini-roundabout

Bus stop removed

Crossing moved 150 metres east

Bus stop moved35 metres west




Crossing simplified andwidened to 8 metres

Shad Thamesbecomesone-waynorthbound

New 6 metre widepedestrian crossingon desire line replacescrossings either side

Cycle Superhighway 4 (CS4)Tower Bridge to Greenwich

CS4 Lower Road(subject to separate consultation in future)

Segregated two-way cycle track replaces traffic/bus lane

Segregated two-way cycle track reduces footway width

Segregated one-way cycle track replaces traffic lane

New pedestrian crossing

Bus stops

N

KEY

BOSS STREET

DOCKHEA

D

MIL

L ST

REET

Supermarket

Pommelers RestPublic House

The King’s ArmsPublic House

Supermarket

The Most HolyTrinity RC Church

Supermarket

St James’ CEPrimary School

SOU

THW

ARK

PA

RK R

OA

D

KEET O

N'S RO

AD

MA

J OR RO

AD

Supermarket

Southwark Park

King’s StairsGardens

St. Olav’sSquare

GRIN

STEAD

ROA

D

SCAW

EN RO

AD

BUS

STOP

BUS

STOP

BUSSTOP

BUS

STOP

BUS

STOP

BUS

STOP

BUS

STOP

BUS

STOP

BUS

STOP

BS

FIRE STATION KEEP CLEAR

BS

BS

BS

BS

BS

NO ENTRY

BUS

LANE

BUS

LANE

BUS

LANE

LOADING ONLY

Cycle Superhighway Route 4

Section 7 - Evelyn Street / Abinger Grove

BSBU

S

BS

Co

nti

nu

ed

on

Se

cti

on

6 Co

ntin

ue

d b

elo

w

Co

ntin

ue

d o

n S

ectio

n 8

Co

nti

nu

ed

ab

ove

Key:

Buildings

Carriageway

Cycle Superhighway

Existing kerbline removed

New road markings

Ramp Raised Carriageway

Footway

New Footway / Island

Signalised Pedestrian / Cycle Crossing

Landscaping

Shared use footway for cyclists and pedestriansExisting road markings

Bus stop

Existing tree

Proposed tree

Tree may be removed

Coloured surfacing for safety

The Black Horse

Public House

EVELYN STREET

AB

ING

ER

GR

OV

E

SAYES COU

RT STREET

GRO

VE STREET

BL

AC

KH

OR

SE

RO

AD

GO

ST

ER

WO

OD

ST

RE

ET

DR

AG

OO

N R

OA

D

PRINCE STREET

EVELYN STREET

RO

LT S

TR

EE

T

Relocated bus stop (V)

with bus stop bypass

Section of footway used to

accommodate segregated

two-way cycletrack

Section of footway used to


two-way cycletrack

New bus

stop bypass

No entry into

Evelyn Street

Bus stop (V) relocated

60 metres to the west

Central hatching removed to


two-way cycle track

Segregated two-way cycle track

replaces eastbound bus lane

Relocated bus stop

with bus stop bypass

Link to proposed Cycling

Quietway on Dragoon Road

No loading at any time

on north side opposite

Blackhorse Road

Cycle priority across

side roadCycle priority across

side road

Double yellow lines

replace single yellow lines

on both sides

Double yellow lines


on both sidesDouble yellow lines


on both sides

Double yellow lines


New toucan crossing and connection

to proposed Cycling Quietway on

Gosterwood Street New loading bay, operational

7pm to 7am, 10am - 4pm

20 minutes max stay Westbound bus lane

extended by 70 metres

Bus stop (N) relocated

40 metres west

Pedestrian crossing

relocated 20 metres east Mini-roundabout redesigned

to improve alignment

Fence line moved back

to maintain footway and

eastbound bus lane

BUS

STOP

BUS

STOP

BUS

STOP

BS


Section 8 - Evelyn Street / Deptford High Street

Co

nti

nu

ed

on

Se

ctio

n 7 C

on

tinu

ed

on

Se

ctio

n 9

Key:

Buildings

Carriageway

Cycle Superhighway


New road markings

Ramp

Footway



Landscaping

Raised CarriagewayRaised Carriageway

Shared use footway for cyclists and pedestrians

Existing road markings

Bus stop

Existing fence line

Existing tree

Proposed tree

Tree may be removedColoured surfacing for safety

Supermarket

Supermarket

Deptford Methodist Church

NE

W K

ING

STR

EE

T

WA

TE

RG

AT

E S

TR

EE

T

EVELYN STREETD

EPTFORD

HIG

H

STREET

Proposed right turn ban on to

Evelyn Street from Watergate Street

Pedestrian crossing combined

and moved closer to desire line

Pedestrian crossing combined

and moved closer to desire line

New 6 metre wide pedestrian

crossing on desire line

Footway widenedBus stop relocated

80 metres to the west

Fence line moved back

to maintain footway and

eastbound bus lane

Cycle priority across

side roads

Double yellow lines


on both sides

Proposed right turn ban on to Evelyn

Street from Deptford High Street

Proposed right turn ban on to Deptford

High Street from Evelyn Street

LOOK RIGHT

BUSSTOP

BUSSTOP

BUSSTOP

BS

BS

20

30

LOOK LEFT

LOOK RIGHT

LOOK LEFT

STOP

BUS

Footway widened and

pedestrian crossings

Cyclists separately controlled

by signals at junction

New cycle link

to Creekside

Wider toucan

crossingNew bus stop

bypass

New bus stop

bypass

Cycle priority

across side road

Cycle priority

across side road

Segregated two-way

cycle track replaces

eastbound bus lane

Segregated two-way

cycle track replaces

Segregated one-way cycle lane

replaces northbound bus lane

New pedestrian crossing

replaces bus lane

Raised entrance

Cyclists bypass

signalised junction

Double yellow lines


Double yellow lines


on both sides

Double yellow lines


on both sides


Section 9 - Creek Road / Deptford Church Street

Co

nti

nu

ed

on

Se

cti

on

10

Co

ntin

ued

on

Sectio

n 8

Supermarket

Supermarket

The Duke

PH

Student

accomodation

Key:

Buildings

Carriageway

Cycle Superhighway


New road markings

Ramp

Raised Carriageway

Footway



Landscaping

Shared use footway for cyclists and pedestrians

Existing road markings

Bus stop

Existing tree

Proposed tree

Tree may be removed

Coloured surfacing for safety

STOWAGE

BRUFORD COURT

CREEK ROAD

MCMILLAN STREET GO

NSO

N ST

RE

ET

DE

PT

FOR

D C

HU

RC

H ST

RE

ET

CR

EE

KSID

E

PetrolStation

Supermarket

D E P T F O R D C R E E K

End of Part 5 of 7

Documents

Transport Assessment Part 5 of 7 - Canada Water Masterplan · Transport Assessment Local Network Modelling Summary Note Report Ref Issue | 9 April 2018 . This report takes into account