Westminster Bridge Road VMAP Stage 5 Submission London Borough of Lambeth
4 November 2016
Westminster Bridge Road VMAP Stage 5 Submission
Notice
This document and its contents have been prepared and are intended solely for London Borough of Lambeth’s and Transport for London’s information and use in relation to base VISSIM model calibration for the Westminster Bridge Road scheme.
Atkins assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents.
This document has 21 pages including the cover.
Document History
Job number: 5099203.805 Document ref: VMAP Stage 5 Submission Revision Purpose Description Originated Checked Reviewed Authorised Date Rev 1.0 VMAP Stage 5 Report PB XL TE GW 04/11/16
Client signoff
Client London Borough of Lambeth
Project Westminster Bridge Road
Document title VMAP Stage 5 Submission
Job No. 5099203.805
Copy No.
Document reference
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Westminster Bridge Road VMAP Stage 5 Submission
Table of contents
Chapter Pages 1. Introduction 4 1.1. Background 4 1.2. Report Structure 4 2. Proposed VISSIM Models 5 2.1. Model Network 5 2.2. Proposals (V503) 6 2.3. Proposed Model Assumptions (V503) 7 2.4. Proposed Model Results 7 3. Summary and Conclusion 13
Appendices 14 Future BaseTraffic Flow Diagrams 15 Proposed Traffic Flow Diagrams 18
Figures Figure 2-1 Extent of study area (outlined in red) ...... 6 Figure 2-2 Travel time sections ...... 9
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1. Introduction
1.1. Background Atkins was commissioned by the London Borough of Lambeth to carry out VISSIM modelling for improvement schemes surrounding several junctions on Westminster Bridge Road near Lower Marsh and Kennington Road. The VISSIM model has been extended to include Kennington Road and Lambeth Road as instructed by TfL.
The study area is situated in the London Borough of Lambeth and carries significant volumes of traffic, including buses and HGVs. The purpose of this study is to produce proposed VISSIM models for the following signalised junctions:
Westminster Bridge Road (A302) / Kennington Road (A23) / Baylis Road (B300) / Hercules Road o UTC Region 168 o Comprises: . 09/071 – Stream 0 . 09/372 – Stream 1 Lambeth Road (A3203) / Kennington Road (A23) o UTC Region 277 o Comprises: . 09/037 Lambeth Road (A3203) / Hercules Road o UTC Region 277 o Comprises: . 09/239
This report covers the proposed traffic modelling process, a description of the proposed scheme, details of the modifications in the models, and an evaluation of the results for the AM and PM peak hours. This process involved the modification of the validated base models to include new designs for the above junctions and changes to the existing road network, as well as the inclusion of future demands (Committed and Development Flows). All VISSIM modelling was completed using VISSIM 5.40.
The report will be submitted to TfL together will all relevant VISSIM modelling as part of the VISSIM Model Auditing Process (VMAP) Stage 5.
1.2. Report Structure The structure of report is as follows:
Section 2: Proposed VISSIM Models; Section 3: Summary and Conclusions;
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2. Proposed VISSIM Models
Proposed VISSIM models were developed in accordance with TfL’s guidance set out in the Transport for London Modelling Guidelines, Version 3. The models were developed in alignment with the principles of the TfL Model Audit Process (MAP), any deviation from this process has been agreed with TfL.
The proposal required modifications at the junction between Westminster Bridge Road and Kennington Road, with a new diagonal crossing and improved cycle facilities as part of the integrated improvements. Base validated models have been used to provide the model basis. Any changes to the base model are explained within this report.
2.1. Model Network The extent of the VISSIM model is shown in Figure 2-1 and includes:
The junction of Westminster Bridge Road (A302) with Kennington Rad (A23), Baylis Road (B300), and Hercules Road; Kennington Road (A23) between Lambeth Road (A3203) in the south and Westminster Bridge Road (A302) in the north; Lambeth Road (A3203) between Hercules Road in the west and Kennington Road (A23) in the east; Hercules road between Lambeth Road (A3203) in the southwest and Westminster Bridge Road (A302) in the northeast; and Cosser Street between Hercules Road in the west and Kennington Road (A23) in the east.
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Figure 2-1 Extent of study area (outlined in red)
The network includes the following traffic signal junctions, puffins, and pelicans:
J09/037 Kennington Road (A23) / Lambeth Road (A3203) J09/071 Westminster Bridge Road (A302) / Kennington Road (A23) / Baylis Road (B300) / Hercules Road J09/239 Lambeth Road (A3203) / Hercules Road P09/372 Westminster Bridge Road (A302) / Kennington Road (A23) / Baylis Road (B300) / Hercules Road
2.2. Proposals (V503) The proposal will include a number of changes to the base validated model, all of which are to the Junction at Westminster Bridge Road / Kennington Road / Baylis Road:
A new diagonal crossing at Westminster Bridge Road / Kennington Road / Baylis Road between Lambeth North Underground Station and the wouth west footway; The left turn from Westminster Bridge Road WB is banned, and the traffic island at this location removed; The left hand turn from Baylis Road to Westminster Bridge Road is banned; Hercules Road at the approach to Kennington Road is realigned, and becomes a priority junction; Realignment of the existing controlled crossing facilities; Extension of the ASLs on Kennington Road and Baylis Road arms to 7.5m; Four second head starts for cyclists on Kennington Road and Baylis Road; and A new 5m ASL on Wesminster Bridge Road WB approach.
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Northbound Quietway with a stepped cycle track leading into the Kennington Road Advanced Stop Lane; and Southbound Quietway with a stepped cycle lane leading to a side by side controlled crossing on Kennington Road to access Hercules Road.
2.3. Proposed Model Assumptions (V503) The following assumptions were made when constructing the proposed traffic modelling scenarios:
The proposals’ modelling is based on VMAP Stage 2 and 3 models for the AM peak model (08:15 – 09:15) and the PM peak (18:00 – 19:00); Junctions J09/071 and P09/372 are affected by the proposals; The VISSIM base models have been modified according to the schemes that have been described in Sections 2.1 and Error! Reference source not found.2; Flows for the Future Base and Proposed models have been informed by results of individual ONE model runs, it should be noted that the base model flows were based on on-site observations; The Proposed model journey time results are compared to the Base and Future Base results; Proposed signal data, including intergreen times, stage timings, and phase delays for all junctions within the model (09/071, 09/037, 09/239 and 09/372) are based on the LinSig models. The signal timings have been tweaked slightly in Vissim to further optimise journey times. The ‘.PUA’ and ‘.VAP’ files relating to model have been modified according to the LinSigs; The lane widths of lane 3 on Kennington Road NB, and lane 2 on Wesminster Bridge Road WB have been increased to incorporate a proposed cycle lane at these locations.
2.4. Proposed Model Results The results from the proposed and future base models have been obtained from a set of 10 simulations, the seed values used were between 17 and 107 (with an increment of 10 between each run).
2.4.1. Traffic Flows (V504) Detail of the traffic flows for the Future Base and Proposed models can be found in Appendix A and Appendix B, respectively. Tables 2-1 and 2-2 below show the traffic flows for the AM and PM peaks respectively. Base, Future Base and proposed flows are included in the results tables.
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Table 2-1 AM Peak Model Flows
ase
B Junction
Base
Proposed
Movement
Future
Lambeth Rd/ Kennington Rd S-E 204 96 100 Lambeth Rd/ Kennington Rd S-N 375 278 240 Lambeth Rd/ Kennington Rd S-W 31 53 61 Lambeth Rd/ Kennington Rd E-S 76 26 63 Lambeth Rd/ Kennington Rd E-N 11 0 0 Lambeth Rd/ Kennington Rd E-W 290 156 256 Lambeth Rd/ Kennington Rd W-S 50 30 40 Lambeth Rd/ Kennington Rd N-S 160 102 100 Lambeth Rd/ Kennington Rd N-E 16 14 0 Lambeth Rd/ Kennington Rd W-E 316 232 348 Lambeth Rd/ Kennington Rd W-N 23 32 202 Lambeth Rd/ Kennington Rd N-W 29 96 79 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-E 220 245 249 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-N 24 0 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-S 25 30 24 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-SW 4 0 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-E 11 10 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-S 130 165 156 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-SW 79 0 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd E-W 396 193 307 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd E-S 50 14 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd SW-W 16 61 13 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd S-W 164 98 118 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd SW-N 47 91 20 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd S-N 246 163 321 Lambeth Rd/ Hercules Rd W-E 389 293 472 Lambeth Rd/ Hercules Rd W-N 71 207 10 Lambeth Rd/ Hercules Rd E-W 351 305 387 Lambeth Rd/ Hercules Rd N-W 82 0 9
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Table 2-2 PM Peak Model Flows
Junction
Base
Proposed
Movement
Future Base
Lambeth Rd/ Kennington Rd S-E 92 55 73 Lambeth Rd/ Kennington Rd S-N 391 159 184 Lambeth Rd/ Kennington Rd S-W 46 32 33 Lambeth Rd/ Kennington Rd E-S 91 60 83 Lambeth Rd/ Kennington Rd E-N 25 0 0 Lambeth Rd/ Kennington Rd E-W 337 233 225 Lambeth Rd/ Kennington Rd W-S 61 67 84 Lambeth Rd/ Kennington Rd N-S 284 316 288 Lambeth Rd/ Kennington Rd N-E 18 11 0 Lambeth Rd/ Kennington Rd W-E 482 264 271 Lambeth Rd/ Kennington Rd W-N 36 12 117 Lambeth Rd/ Kennington Rd N-W 40 89 61 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-E 285 335 342 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-N 34 3 2 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-S 82 0 32 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd W-SW 3 0 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-E 10 3 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-S 209 336 319 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd N-SW 84 6 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd E-W 334 99 112 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd E-S 48 79 0 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd SW-W 16 26 1 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd S-W 139 27 52 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd SW-N 112 58 6 Westminster Bridge Rd/ Kennington Rd/ Baylis Rd S-N 304 126 254 Lambeth Rd/ Hercules Rd W-E 578 348 462 Lambeth Rd/ Hercules Rd W-N 132 114 11 Lambeth Rd/ Hercules Rd E-W 423 352 310 Lambeth Rd/ Hercules Rd N-W 88 6 11
2.4.2. Saturation Flows, Queue Lengths, and Journey Times (V505) Travel time sections are shown in Figure 2-2 below.
Figure 2-2 Travel time sections
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In the VISSIM base model, the surveyed travel times were compared to the modelled data for both the AM and PM peak periods. In the proposed model the modelled travel times have been compared to the modelled future base, and the base for the AM and PM peak period.
Table 2-3 AM Peak Journey Time Comparison - General Traffic
Route Base (s) Futurebase (s) Proposed (s) Difference Difference (between future (between base base and and proposed) proposed) (s) (s) 1 NB 55.6 52.2 62.4 10.2 6.8 1 SB 49.2 54.0 67.9 13.9 18.7 2 EB 58.9 66.3 77.0 3.7 18.1 2 WB 34.4 26.8 39.3 13.5 4.9 3 NB 70.0 188.9 n/a - - 3 SB 85.5 n/a n/a - -
General traffic journey times results for the AM peak period in the proposed model indicate an increased journey time when compared to the future base scenario for all routes. The maximum increase in journey time is 13.9 seconds on route 1 southbound. The closure of Hercules as a through route results in an increased volume of traffic along routes 1 and 2, resulting in increased journey times.
When compared to the base journey times, the proposed model also indicates a small increase in journey time on all sections.
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Table 2-4 AM Peak Journey Time Comparison - Buses
Route Base (s) Future base (s) Proposed (s) Difference Difference (between future (between base base and and proposed) proposed) (s) (s) 1 NB 75.2 69.9 60.5 -9.4 -14.7 1 SB 85.2 77.7 88.5 10.8 3.3 2 EB 91.5 78.2 93.1 14.9 1.6 2 WB 105.0 105.9 98.0 -7.9 -7.0
Bus journey time results for the AM peak period in the proposed model indicate an increase on route 1 southbound (10.8s) and route 2 eastbound (14.9s), but a decrease on routes 1 northbound (-9.4s), and route 2 westbound (-7.9s). Taking into account all journey time sections, overall there is only a very slight negative impact on bus journey times.
When compared to the base journey times, the proposed results indicate a significant improvement on route 1 northbound (-14.7s) and route 2 westbound (-7.0s), and a slight increase in journey times on route 1 southbound (3.3s) and route 2 eastbound (1.6s).
Table 2-5 PM Peak Journey Time Comparison - General Traffic
Route Base (s) Future base (s) Proposed (s) Difference Difference (between future (between base base and and proposed) proposed) (s) (s) 1 NB 51.0 49.2 46.4 -2.8 -4.6 1 SB 62.6 44.8 50.3 5.5 -12.3 2 EB 63.2 88.3 88.9 0.6 25.7 2 WB 31.2 32.0 40.0 8.0 8.8 3 NB 68.0 62.6 n/a - - 3 SB 84.8 87.5 n/a - -
General traffic journey time results for the PM peak period in the proposed model indicate slightly decreased journey times on routes 1 northbound (-2.8s), route 2 eastbound remains the same, while route 1 southbound (5.5s) and route 2 westbound (8.0s) see an increase in journey times.
When compared to base journey times, the proposal results show increased journey times on route 2, both eastbound (25.7s) and westbound (8.8s), and redcued journey times on route 1, both northbound (-4.6s) and southbound (-12.3s).
Table 2-6 PM Peak Journey Time Comparison - Buses
Route Base (s) Future base (s) Proposed (s) Difference Difference (between future (between base base and and proposed) proposed) (s) (s) 1 NB 56.0 55.2 51.0 -4.2 -5.0 1 SB 97.3 78.6 85.5 6.9 -11.8
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2 EB 86.3 81.7 75.4 -6.3 -10.9 2 WB 76.2 77.4 86.1 8.7 9.9
Bus journey time results for the PM peak in the proposed model show a decrease on routes 1 northbound (- 4.2s) and 2 eastbound (-6.3s) when compared to future base. There is an increase in journey times for routes 1 southbound (6.9s) and 2 westbound (8.7s).
When compared to the base journey times, the proposal results show a decrease on route 1, both northbound (-5.0s) and southbound (-11.8s), and on route 1 eastbound (-10.9s). There is an increase in journey time on route 2 eastbound (9.9s).
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3. Summary and Conclusion
Calibrated and validated VISSIM base models (for the VMAP stage 5) were developed for the study area for the AM (08:15 to 09:15 hours) and PM (18:00 to 19:00 hours) peak hours.
As agreed with TfL, the model is required to be audited through TfL’s Model Auditing Process (MAP). The VISSIM model files have been supplied along with this report to allow that review.
Traffic flow analysis and journey time analysis have been undertaken for the models. Traffic flow analysis shows that the improvements at Westminster Bridge Road / Kenninton Road / Baylis Road and closure of Hercules Road to through traffic, have a very minimal negative impact on journey times for general traffic and buses. There is a general slight increase in journey time across all routes in the AM peak for both general traffic, but bus journey times have improved on certain routes while slightly worsened on others. The journey time results in the PM peak generally show that an increased journey time in one direction of travel has been accompanied by a journey time improvement in the other direction of travel, for both general traffic and buses. The changes in journey times in the most part are under 10 seconds.
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Appendices
Westminster Bridge Road VMAP Stage 5 Submission
Future BaseTraffic Flow Diagrams
AM General Traffic (excluding Taxi)
Baylis Road (B300)
Westminster Bridge Road (A203) 0 194 6 164 6
170 0 86 168 284 6
Westminster Bridge Road (A203)
142
229 176 229 Hercules Road
Kennington Road (A203)
176 229
100 72 4
8 0 0 260 Lambeth Road (A3203) 299 299 31 0 146 Lambeth Road (A3203) 167 299 285 26 0 285 Lambeth Road (A3203) 285 93 46 221
Kennington Road (A23)
AM Taxi
Baylis Road (B300)
Westminster Bridge Road (A203) 3 75 27 31 4
58 0 87 52 97 8
Westminster Bridge Road (A203)
76
107 66 107 Hercules Road
Kennington Road (A203)
66 107
18 36 12
27 0 0 6 Lambeth Road (A3203) 36 36 3 0 82 Lambeth Road (A3203) 18 36 68 5 0 68 Lambeth Road (A3203) 68 9 14 80
Kennington Road (A23)
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AM Cyclist
Baylis Road (B300)
Westminster Bridge Road (A203) 3 8 8 0 12 28 2
131 2
Westminster Bridge Road (A203)
2 83
125 679 38 804 Hercules Road
Kennington Road (A203)
38 804
36 1 1
7 0 12 104 Lambeth Road (A3203) 112 1 1 85 Lambeth Road (A3203) 78 112 120 2 0 Lambeth Road (A3203) 120 62 41 796
Kennington Road (A23)
PM General Traffic (excluding Taxi)
Baylis Road (B300)
Westminster Bridge Road (A203) 4 297 0 332 2
325 7 28 95 183 38
Westminster Bridge Road (A203)
68
143 363 143 Hercules Road
Kennington Road (A203)
363 143
302 54 7
3 6 0 Lambeth Road (A3203) 322 253 322 66 0 73 Lambeth Road (A3203) 214 322 279 59 0 279 Lambeth Road (A3203) 279 43 11 140
Kennington Road (A23)
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PM Taxi
Baylis Road (B300)
Westminster Bridge Road (A203) 10 75 0 37 1
37 0 25 11 46 46
Westminster Bridge Road (A203)
42
29 83 29 Hercules Road
Kennington Road (A203)
83 29
35 42 6
9 0 0 30 Lambeth Road (A3203) 43 43 4 0 45 Lambeth Road (A3203) 19 43 83 10 0 83 Lambeth Road (A3203) 83 13 22 20
Kennington Road (A23)
PM Cyclist
Baylis Road (B300)
Westminster Bridge Road (A203) 5 84 89 3 66 389 1
23 0
Westminster Bridge Road (A203)
0 13
20 57 478 77 Hercules Road
Kennington Road (A203)
478 77
476 2 0
7 0 69 61 Lambeth Road (A3203) 102 34 0 0 Lambeth Road (A3203) 63 102 67 44 0 Lambeth Road (A3203) 67 4 2 70
Kennington Road (A23)
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Proposed Traffic Flow Diagrams
AM General Traffic (excluding Taxi)
Baylis Road (B300)
Westminster Bridge Road (A203) 0 215 5 163 0
165 3 92 310 308 0
Westminster Bridge Road (A203)
5
395 165 395 Hercules Road 2
Kennington Road (A203)
163 395
98 65 0
149 8 5 269 Lambeth Road (A3203) 453 453 35 0 4 Lambeth Road (A3203) 245 445 373 46 3 373 Lambeth Road (A3203) 370 105 63 246
Kennington Road (A23)
AM Taxi
Baylis Road (B300)
Westminster Bridge Road (A203) 3 77 19 21 0
37 3 63 60 88 0
Westminster Bridge Road (A203)
27
124 37 124 Hercules Road 4 Kennington Road (A203)
33 124
16 17 0
77 9 4 11 Lambeth Road (A3203) 98 98 10 0 6 Lambeth Road (A3203) 17 89 58 9 4 58 Lambeth Road (A3203) 54 11 24 47
Kennington Road (A23)
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AM Cyclist
Baylis Road (B300)
Westminster Bridge Road (A203) 3 8 8 0 12 28 2
131 2
Westminster Bridge Road (A203)
2 83
125 679 38 804 Hercules Road
Kennington Road (A203)
38 804
36 1 1
7 0 12 104 Lambeth Road (A3203) 112 1 1 85 Lambeth Road (A3203) 78 112 120 2 0 Lambeth Road (A3203) 120 62 41 796
Kennington Road (A23)
PM General Traffic (excluding Taxi)
Baylis Road (B300)
Westminster Bridge Road (A203) 4 293 31 324 0
352 3 27 108 189 0
Westminster Bridge Road (A203)
3
213 352 213 Hercules Road 2
Kennington Road (A203)
350 213
300 50 0
73 7 4 265 Lambeth Road (A3203) 422 422 84 0 6 Lambeth Road (A3203) 222 415 292 73 2 292 Lambeth Road (A3203) 290 53 20 140
Kennington Road (A23)
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PM Taxi
Baylis Road (B300)
Westminster Bridge Road (A203) 10 80 6 22 0
28 0 22 12 41 0
Westminster Bridge Road (A203)
4
59 28 59 Hercules Road
Kennington Road (A203)
28 59
18 10 0
43 5 7 25 Lambeth Road (A3203) 75 75 7 0 3 Lambeth Road (A3203) 15 70 67 11 6 83 Lambeth Road (A3203) 61 22 42 16
Kennington Road (A23)
PM Cyclist
Baylis Road (B300)
Westminster Bridge Road (A203) 5 84 89 3 66 389 1
23 0
Westminster Bridge Road (A203)
0 13
20 57 478 77 Hercules Road
Kennington Road (A203)
478 77
476 2 0
7 0 69 61 Lambeth Road (A3203) 102 34 0 0 Lambeth Road (A3203) 63 102 67 44 0 Lambeth Road (A3203) 67 4 2 70
Kennington Road (A23)
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