Preliminary Environmental Information Report Volume III - Appendices Appendix 16A: Transport Assessment The Infrastructure Planning (Environmental Impact Assessment) Regulations 2017 (as amended) Prepared for: Net Zero Teesside Power Ltd. & Net Zero North Sea Storage Ltd. Appendix 16A Transport Assessment Table of Contents Transport Assessment ....................................................16-1 16.1 Introduction ................................................................................................. 16-1 16.2 Policy Context............................................................................................. 16-1 16.3 Existing Conditions ..................................................................................... 16-4 16.4 Baseline Traffic Flows ................................................................................. 16-9 16.5 Personal Injury Accident Data................................................................... 16-22 16.6 Proposed Development ............................................................................ 16-33 16.7 Growth Factors ......................................................................................... 16-43 16.8 Committed Developments ........................................................................ 16-43 16.9 Identification of Peak Hours for Assessment ............................................ 16-46 16.10 Junction Impact Assessment ................................................................. 16-48 16.11 Conclusion ............................................................................................. 16-63 Diagrams Diagram 16A-1: Site Location Plan ....................................................................... 16-5 Diagram 16A-2: Public Rights of Way Map ........................................................... 16-7 Diagram 16A-3: Study Area ................................................................................... 16-9 Diagram 16A-4: A1085 Trunk Road (East of Site Entrance) ................................ 16-11 Diagram 16A-5: A1085 Trunk Road (West of Site Entrance) ............................... 16-12 Diagram 16A-6: A1042 Kirkleatham Lane Average Weekday Profile .................. 16-13 Figure 16A-7: A1085 Trunk Road (South of British Steel Lackenby Entrance) Average Weekday Profile .................................................................................... 16-14 Diagram 16A-8: A1085 Broadway Average Weekday Profile .............................. 16-15 Diagram 16A-9: A66 (West of A1053) Average Weekday Profile ........................ 16-16 Diagram 16A-10: A1053 Greystone Road Average Weekday Profile .................. 16-17 Diagram 16A-11: B1380 High Street Average Weekday Profile .......................... 16-18 Diagram 16A-12: A174 (West of Greystones Roundabout) Average Weekday Profile ............................................................................................................................ 16-19 Diagram 16A-13: A1046 Port Clarence Road Average Weekday Profile ............. 16-20 Diagram 16A-14: A178 Seaton Carew Road Average Weekday Profile .............. 16-21 Diagram 16A-15: Un-named Road serving Seal Sands Average Weekday Profile16-22 Diagram 16A-16: Accident Study Area 1 – South of the Tees ............................. 16-23 Digram 16A-17: Accident Study Area 2 – North of the Tees ................................ 16-31 Tables Table 16A-1: Bus Service Summary ...................................................................... 16-8 Table 16A-2: Former Rail Services from British Steel Redcar ............................... 16-8 Table 16A-3: Establishing the 2019 Baseline Weekday Peak Hours ................... 16-10 Table 16A-4: Accident Study Area 1 Breakdown Summary ................................. 16-23 Table 16A-5: B1380 / Birchington Avenue Accident Summary ............................ 16-24 Prepared for: Net Zero Teesside Power Ltd. & Net Zero North Sea Storage Ltd. Appendix 16A Transport Assessment Table 16A-6: A1053 / A174 / B1380 Roundabout Accident Summary ................. 16-24 Table 16A-7: A1053 Greystone Road Accident Summary ................................... 16-25 Table 16A-8: A1053 / A1085 Roundabout Accident Summary ............................. 16-25 Table 16A-9: A1053 / A66 / Tees Dock Road Roundabout Accident Summary ... 16-25 Table 16A-10: A66 / Eston Road / Church Lane Junction Accident Summary .....16-26 Table 16A-11: A1085 / Birchington Avenue Roundabout Accident Summary ...... 16-26 Table 16A-12: A1085 Corridor between A1053 and A1085 / British Steel Roundabout Accident Summary .............................................................................................. 16-27 Table 16A-13: A1085 / British Steel Roundabout Accident Summary ................. 16-27 Table 16A-14: A1085 Corridor between British Steel Roundabout and West Coatham Lane Roundabout ................................................................................ 16-28 Table 16A-15: A1085 / West Coatham Lane Roundabout Accident Summary ... 16-28 Table 16A-16: A1085 Corridor between West Coatham Lane and Kirkleatham Lane Accident Summary .............................................................................................. 16-28 Table 16A-17: A1085 / A1042 Kirkleatham Lane Accident Summary ................. 16-28 Table 16A-18: A1042 Kirkleatham Lane Corridor Accident Summary................. 16-29 Table 16A-19: A174 / A1042 Roundabout Accidents Breakdown ....................... 16-30 Table 16A-20: Accident Study Area 2 Breakdown Summary ............................... 16-31 Table 16A-21: A1046 Port Clarence Road Accident Summary ............................ 16-32 Table 16A-22: A178 Seaton Carew Road Accident Summary ............................ 16-33 Table 16A-23: Seaton Carew Road / A1185 Roundabout Accidents Breakdown 16-33 Table 16A-24: Profile of Daily Workforce throughout PCC Construction ............ 16-34 Table 16A-25: Construction Worker Car Occupancy Rates ................................ 16-36 Table 16A-26: Generation of Vehicles at Peak of Construction .......................... 16-36 Table 16A-27: Daily Vehicle Profile during Peak Month of Construction............. 16-38 Table 16A-28: Daily HGV Profile during Peak of Construction ........................... 16-38 Table 16A-29: Permanent Resident Construction Workforce Distribution .......... 16-40 Table 16A-30: Transitory Construction Workforce Distribution ........................... 16-41 Table 16A-31: Catchment Area and Route Assignment for Permanent Resident Workforce ............................................................................................................ 16-42 Table 16A-32: Catchment Area and Route Assignment for Transient Workforce 16-42 Table 16A-33: Growth Factors to be applied to Base Flows ............................... 16-43 Table 16A-34: Tees CCPP Project Two-Way Vehicle Flows ................................ 16-44 Table 16A-35: 550 Residential Development Two-Way Vehicle Flows ............... 16-44 Table 16A-36: York Potash Harbour Facilities Order Two-Way Vehicle Flows ....16-45 Table 16A-37: 2024 Total Committed Development Two-Way Flows ................. 16-46 Table 16A-38: Identification of Peak Hours by combined flows at MCC1 (A1085 / West Coatham Lane / Site Access Roundabout)................................................. 16-47 Table 16A-39: Identification of Peak Hours by combined flows at MCC2 (A1085 / A1053 Roundabout) ............................................................................................ 16-47 Table 16A-40: Identification of Peak Hours by combined flows at MCC3 (A1085 / A174 / B1380 Roundabout) ................................................................................. 16-47 Table 16A-41: Base traffic at MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the AM Peak ................................................................................ 16-48 Table 16A-42: Committed Development Flows at MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the AM Peak (08:00-09:00) ........................... 16-49 Table 16A-43: Impact of Proposed Development Traffic on MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the AM Peak (08:00-09:00) ........... 16-50 Table 16A-44: Base traffic at MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the PM Peak (17:00-18:00). ........................................................ 16-51 Prepared for: Net Zero Teesside Power Ltd. & Net Zero North Sea Storage Ltd. Appendix 16A Transport Assessment Table 16A-45: Committed Development Flows at MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the PM Peak (17:00-18:00). .......................... 16-52 Table 16A-46: Impact of Proposed Development Traffic on MCC1: A1085 / West Coatham Lane / Site Access Roundabout in the PM Peak (17:00-18:00). .......... 16-53 Table 16A-47: Base traffic at MCC2: A1085 / A1053 Roundabout in the AM Peak (08:00-09:00). ...................................................................................................... 16-54 Table 16A-48: Committed Development Flows at MCC2: A1085 / A1053 Roundabout in the AM Peak (08:00-09:00). ........................................................ 16-55 Table 16A-49: Impact of Proposed Development Traffic on MCC2: A1085 / A1053 Roundabout in the AM Peak (08:00-09:00). ........................................................ 16-56 Table 16A-50: Base traffic at MCC2: A1085 / A1053 in the PM Peak (17:00-18:00).16-57 Table 16A-51: