Land at Manydown, Basingstoke MSD12aRA2: Transport Assessment Addendum ES Appendix 14.1 MSD13R: Environmental Statement Addendum Appendix K: Transport Assessment (Revised) Appendix P: Transport Assessment Second Addendum Revised December 2019 Appendix A: Junction Technical Notes VS1 Rooksdown Junction summary technical note VS3 Trumpet Roundabout summary technical note VS4 Aldermaston Roundabout summary technical note VS5 Thornycroft Roundabout summary technical note VS6 West Ham summary technical note VS7 Buckskin Roundabout summary technical note VS8 Fiveways summary technical note VS9 Old Kempshott Lane summary technical note VS10 Roman Way Roundabout summary technical note VS12 Winchester Roundabout summary technical note VS14 Victory Roundabout summary technical note VS15 Wootton St Laurence summary technical note VS16 Upper Wootton summary technical note VS17 Kempshott Homesteads Rd summary technical note VS18 Park Prewett Road summary technical note VS19 Houndmills Roundabout summary technical note VS20 Ringway W Worting Rd (Left T-Junction) summary technical note VS20 Ringway W Worting Rd (Right T-Junction) summary technical note VS21 A339 George Street Little Knowl Hill summary technical note VS22 Union Lane Roundabout 03.12.2019 summary technical note VS23 Ashford Hill & JC26 Thornford Road Combined summary technical note VS24 A33 Ringway North Ringway East summary technical note VS27 A30 Kempshott Roundabout summary technical note Note: This document is JC25 A339 Crabs Hill summary technical note a revision and replaces JC28 A339 Basingstoke Road summary technical note MSD12zR submitted in July 2018. shaping a place, creating a community MSD12aRA2 Transport Assessment Second Addendum Appendices Note: these appendices also form part of Appendix P to MSD13R ES Addendum 14.1 Appendix A - Junction Technical Notes - VS1 Rooksdown Junction summary technical note - VS3 Trumpet Roundabout summary technical note - VS4 Aldermaston Roundabout summary technical note - VS5 Thornycroft Roundabout summary technical note - VS6 West Ham summary technical note - VS7 Buckskin Roundabout summary technical note - VS8 Fiveways summary technical note - VS9 Old Kempshott Lane summary technical note - VS10 Roman Way Roundabout summary technical note - VS12 Winchester Roundabout summary technical note - VS14 Victory Roundabout summary technical note - VS15 Wootton St Laurence summary technical note - VS16 Upper Wootton summary technical note - VS17 Kempshott Homesteads Rd summary technical note - VS18 Park Prewett Road summary technical note - VS19 Houndmills Roundabout summary technical note - VS20 Ringway W Worting Rd (Left T-Junction) summary technical note - VS20 Ringway W Worting Rd (Right T-Junction) summary technical note - VS21 A339 George Street Little Knowl Hill summary technical note - VS22 Union Lane Roundabout 03.12.2019 summary technical note - VS23 Ashford Hill & JC26 Thornford Road Combined summary technical note - VS24 A33 Ringway North Ringway East summary technical note - VS27 A30 Kempshott Roundabout summary technical note - JC25 A339 Crabs Hill summary technical note - JC28 A339 Basingstoke Road summary technical note Appendix B - Revised Public Transport Strategy Appendix C - Walking and Cycling Technical Note Appendix D - Journey Time Technical Note Appendix E - Trip Distribution Diagrams Appendix F - Trip Distribution Technical Note Land at Manydown, Basingstoke 24/07/2019 Reference number MSD12A TECHNICAL NOTE – UPPER WOOTTON (VS16) LAND AT MANYDOWN, BASINGSTOKE TECHNICAL NOTE – UPPER WOOTTON (VS16) IDENTIFICATION TABLE Hampshire County Council Property Services (HCCPS) and Client/Project owner Basingstoke and Deane Borough Council (BDBC) Project Land at Manydown, Basingstoke Study Technical Note – Upper Wootton (VS16) Type of document Report Date 24/07/2019 Reference number MSD12A APPROVAL Version Name Position Date Modifications Assistant Author OH 07/03/2019 Consultant Checked 1st draft for 1 PM Consultant 18/04/2019 by client comment Approved HM Associate 18/04/2019 by Author CD Consultant 11/07/2019 Checked 2nd draft for JS PD 11/07/2019 2 by project team comments Approved JS PD 11/07/2019 by Author CD Consultant 24/07/2019 Checked JS PD 24/07/2019 2 by Final Report Approved JS PD 24/07/2019 by TABLE OF CONTENTS 1. UPPER WOOTTON (VS16) 4 1.1 INTRODUCTION 4 1.2 2016 BASELINE OPERATION 4 1.3 SUMMARY 5 LIST OF FIGURES Figure 1. Junction VS16 Location 4 LIST OF TABLES Table 1. VS16 2016 Baseline, AM Peak Hour 5 Table 2. VS16 2016 Baseline, PM Peak Hour 5 1. UPPER WOOTTON (VS16) 1.1 Introduction 1.1.1 This technical note provides a consolidated overview of the junction analysis undertaken for Upper Wootton junction (VS16). The majority of the content is set out in the Transport Assessment (July 2018) and the Addendum Transport Assessment (January 2019) and is therefore not new analysis. 1.1.2 This technical note sets out the following: Summary of existing year (2016) analysis. 1.1.3 The Upper Wootton junction is a non-signalised priority T-junction located to the north west of Basingstoke. Figure 1 shows the junction location. Figure 1. Junction VS16 Location 1.2 2016 Baseline Operation 1.2.1 The junction model has been validated and the baseline inputs have been agreed with HCC. 1.2.2 Table 1 and Table 2 show the 2016 Baseline AM and PM peak hour junction modelling results, which were originally produced within the July 2018 Transport Assessment. Table 1. VS16 2016 Baseline, AM Peak Hour Arm Max Queue (PCU) Delays (S) RFC Hook Lane W 0 6 0.01 to Hook Lane Hook Lane W 0 6 0.00 to Hook Lane N 1.2.3 The junction operates within capacity across all arms during the 2016 Baseline morning peak with a maximum ratio of flow to capacity of 0.01 on the west arm. Table 2. VS16 2016 Baseline, PM Peak Hour Arm Max Queue (PCU) Delays (S) RFC Hook Lane W 0 0 0.00 to Hook Lane Hook Lane W 0 6 0.00 to Hook Lane N 1.2.4 The junction operates within capacity across all arms during the 2016 Baseline morning peak hour. 1.2.5 The junction serves only local traffic demands and no trips associated with the Proposed Development are expected to use this route. It is considered that future year modelling of this junction is not required, a position agreed with HCC. 1.3 Summary 1.3.1 The junction operates within capacity, with very low traffic movements. Future year modelling is therefore not required. SYSTRA provides advice on transport, to central, regional and local government, agencies, developers, operators and financiers. A diverse group of results-oriented people, we are part of a strong team of professionals worldwide. Through client business planning, customer research and strategy development we create solutions that work for real people in the real world. 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