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Refined Core Economics 2045 Forecast AADTS

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Refined Core Economics 2045 Forecast AADTS ______________ __ NOTES 1. Traffic flows shown are 24-hour MDTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak one hour model outputs (2045 CRAM Economic model V1 .4). Do Minimum 2. The Existing Junctions shown are where the existing A96 g.{,, forms a junction with existing A, B and C class roads and the � A96 CRAM V1 .4 Refined Core Economic Traffic unclassified roads at Thainstone Roundabout. ".s- HUNTLY Modelling Results - 2045 AADT '19<6 6000 8200 C;;, (14200) c,<o" i :l' c:.>., Rothienorman 8500 (16600) Colpy 2500 2400 2800 (5300) Gartly Garioch Whiterashes C01 BSMI FISL LCUN YSUL GMAC 17/12/20 17/12/20 17/12/20 17/12/20 17/12/20 Rev Created Checked Reviewed A roved Authorised Scale A3: NTS Pro·ect Ref. No: 250002-92 Sia e: STAGE 2 Newmachar © Crown copyright and database right (2020). All rights reserved. OS 100046668. © Aberdeenshire Council (2020). Contains public sector information licensed under the Open Government Licence v3.0. KEY A ey Existing Grade Separated Junction - All DUALLINGA96 �� J"1 Movements EAST OF HUNTlY TO ABERDEEN -TRANSPORT up • Kemnay SCOTLAND Existing Grade Separated Junction - Project Name 0 Limited Movements A96 Duallin East of Huntl to Aberdeen Drawing Title 0 Existing At Grade Junction Figure 25.16 - Refined Core Economic Dyce Existing Roundabout 2045 Forecast AADTs • Do Minimum Existing A96 Network Drawing Number - Volume I Project Originator GEN A96PEA AMAR Existing Local Road Network SWI - DR - TR - 000105 Location I Type I Role I Number I TEXT MDT On Existing Network (2-Way Flows Suitability Suitability Description Revision Shown In Brackets) A Approved for Stage Complete C01 NOTES --------------1. Traffic flows -- shown are 24-hour AADTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak - - one hour model outputs (2045 CRAM Economic model V1 .4). Cyan Pink Violet 2. The Existing Junctions within the scheme extents shown on the existing A96 in Figure 25.16 - Do-Minimum will continue A96 CRAM V1 .4 Refined Core Economic Traffic to remain in place under each of the eight end-to-end options Modelling Results - 2045 AADT shown in Figures 25.17 to 25.24. Rothienorman 700 Gartly Wartle Oyne KEY Whiterashes Existing Grade Separated Junction - All C01 BSMI FISL LCUN YSUL GMAC Movements 17/12/20 17/12/20 17/12/20 17/12/20 17/12/20 • Rev Created Checked Reviewed A roved Authorised Proposed Grade Separated Junction - All 0 Movements Existing Grade Separated Junction - Scale A3: NTS Pro·ect Ref. No: 250002-92 Sia e: STAGE 2 Limited Movements Newmachar © Crown copyright and database right (2020). All rights reserved. OS 100046668. 0 © Aberdeenshire Council (2020). Contains public sector information licensed under the Open Government Licence v3.0. Proposed Grade Separated Junction - Limited Movements • A Existing Roundabout ey DUALLINGA96 �� J"1 EAST OF HUNTlY TO ABERDEEN -TRANSPORT up • SCOTLANO Kemnay 0 Existing At Grade Junction Project Name A96 Duallin East of Huntl to Aberdeen Route Option Proposed Junction Location Drawing Title □ Figure 25.17 - - Existing A96 Network Refined Core Economic Dyce 2045 Forecast AADTs -- Existing Local Road Network Cyan - Pink - Violet Option 19900 Drawing Number Project Originator Volume AADT On Route Option 21000 I TEXT (4090 ) A96PEA AMAR TEXT (2-Way Flows Shown In Brackets) 0 GEN SWI - DR - TR - 000109 TEXT Location I Type I Role I Number I AADT Remaining On Existing Network (2- TEXT Way Flows Shown In Brackets) Suitability Suitability Description Revision A Approved for Stage Complete C01 NOTES --------------1. Traffic flows -- shown are 24-hour AADTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak - - one hour model outputs (2045 CRAM Economic model V1 .4). Cyan Pink Orange 2. The Existing Junctions within the scheme extents shown on the existing A96 in Figure 25.16 - Do-Minimum will continue to remain in place under each of the eight end-to-end options A96 CRAM V1 .4 Refined Core Economic Traffic shown in Figures 25.17 to 25.24. Modelling Results - 2045 AADT i c;.>,s, Rothienorman " 900 ', A.920 500 Boo (1400) Gartly '£"' 400 (IJooJ c66\s Garioch KEY Whiterashes Existing Grade Separated Junction - All C01 BSMI FISL LCUN YSUL GMAC Movements 17/12/20 17/12/20 17/12/20 17/12/20 17/12/20 • Rev Reviewed Created Checked A roved Authorised Proposed Grade Separated Junction - All 0 Movements Existing Grade Separated Junction - Scale A3: NTS Pro·ect Ref. No: 250002-92 Sia e: STAGE 2 Limited Movements Newmachar © Crown copyright and database right (2020). All rights reserved. OS 100046668. 0 ©Aberdeenshire Council (2020). Contains public sector information licensed under the Open Government Licence v3.0. Proposed Grade Separated Junction - • Limited Movements Existing Roundabout Amey DUALLINGA96 �� nrup EAST OF HUNTlY TO ABERDEEN -TRANSPORT • SCOTLANO Kemnay 0 Existing At Grade Junction Project Name A96 Duallin East of Huntl to Aberdeen Route Option Proposed Junction Location Drawing Title □ Figure 25.18 - - Existing A96 Network Refined Core Economic Dyce 2045 Forecast AADTs -- Existing Local Road Network Cyan - Pink - Orange Option Drawing Number I Project Originator Volume TEXT AADT On Route Option TEXT (2-Way Flows Shown In Brackets) A96PEA AMAR GEN TEXT SWI - DR - TR - 000108 Location I Type I Role I Number I AADT Remaining On Existing Network (2- TEXT Way Flows Shown In Brackets) Suitability Suitability Description Revision A Approved for Stage Complete C01 NOTES --------------1. Traffic flows -- shown are 24-hour AADTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak one hour model outputs (2045 CRAM Economic model V1.4). o., - - -0, Cyan Brown Violet 2. The Existing Junctions within the scheme extents shown on � the existing A96 in Figure 25.16 - Do-Minimum will continue 'SO� to remain in place under each of the eight end-to-end options shown in Figures 25.17 to 25.24. HUNTLY A96 CRAM V1 .4 Refined Core Economic Traffic ,,:J,9<0 6500 Modelling Results - 2045 AADT 8600 (15100) G�,., i � 0 6'> .s, Rothienorman " 1700 800 (2500) Gartly Id Rayne Durno Garioch KEY Whiterashes Existing Grade Separated Junction - All C01 BSMI FISL LCUN YSUL GMAC Movements • 17/12/20 17/12/20 17/12/20 17/12/20 17/12/20 Rev Created Checked Reviewed A roved Authorised Proposed Grade Separated Junction - 0 Movements Existing Grade Separated Junction - Scale A3: NTS Pro·ect Ref. No: 250002-92 Sia e: STAGE 2 Limited Movements © Crowncopyright and database right (2020). All rights reserved. OS 100046668. 0 Newmachar ©Aberdeenshire Council (2020). Contains public sector information licensed under the Open Government Licence v3.0. Proposed Grade Separated Junction - • Limited Movements A Existing Roundabout ey DUALLINGA96 �� J"1 EAST OF HUNTlY TO ABERDEEN -TRANSPORT up • SCOTLANO Kemnay 0 Existing At Grade Junction Project Name A96 Duallin East of Huntl to Aberdeen Route Option Proposed Junction Location Drawing Title □ Figure 25.19 - - Existing A96 Network Refined Core Economic Dyce 2045 Forecast AADTs -- Existing Local Road Network Cyan - Brown - Violet Option Drawing Number I Project Originator Volume TEXT AADT On Route Option A96PEA E TEXT (2-Way Flows Shown In Brackets) AMAR G N TEXT SWI - DR - TR - 000107 Location I Type I Role I Number I TEXT AADT Remaining On Existing Network (2- Way Flows Shown In Brackets) Suitability Suitability Description Revision A Approved for Stage Complete C01 ______________ __ NOTES 1. Traffic flows shown are 24-hour AADTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak - - one hour model outputs (2045 CRAM Economic model V1 .4). 0 .,, Cyan Brown Orange 2. The Existing Junctions within the scheme extents shown on the existing A96 in Figure 25.16 - Do-Minimum will continue A96 CRAM V1 .4 Refined Core Economic Traffic to remain in place under each of the eight end-to-end options .., shown in Figures 25.17 to 25.24 . HUNTLY Modelling Results - 2045 AADT "1,9<0 e:, v9:J" � c;,.>o, Rothienorman "' uf!: 1300 1200 (2500) Gartly Boo Oyne loo (1500; Garioch KEY White rashes Existing Grade Separated Junction - All C01 BSMI FISL LCUN YSUL GMAC Movements 17/12/20 17/12/20 17/12/20 17/12/20 17/12/20 • Rev Checked Reviewed A roved Authorised Created Proposed Grade Separated Junction - All 0 Movements Existing Grade Separated Junction - Scale A3: NTS Pro·ect Ref. No: 250002-92 Sia e: STAGE 2 Limited Movements © Crown copyright and database right (2020). All rights reserved. OS 100046668. 0 Newmachar © Aberdeenshire Council (2020). Contains public sector information licensed under the Open Government Licence v3.0. Proposed Grade Separated Junction - Limited Movements • A Existing Roundabout ey DUALLINGA96 �� J"1 EAST OF HUNTlY TO ABERDEEN -TRANSPORT up • SCOTLANO 0 Existing At Grade Junction Kemnay Project Name A96 Duallin East of Huntl to Aberdeen Route Option Proposed Junction Location Drawing Title □ Figure 25.20 - - Existing A96 Network Refined Core Economic Dyce 2045 Forecast AADTs -- Existing Local Road Network Cyan - Brown - Orange Option Drawing Number 19900 TEXT I Project Originator Volume AADT On Route Option 21300 A96PEA AMAR GEN TEXT (2-Way Flows Shown In Brackets) (41200) TEXT SWI - DR - TR - 000106 Location I Type I Role I Number I TEXT AADT Remaining On Existing Network (2- Way Flows Shown In Brackets) Suitability Suitability Description Revision A Approved for Stage Complete C01 NOTES --------------1. Traffic flows -- shown are 24-hour AADTs (vehicles per day (vpd)) factored from the Early AM, AM, PM and lnterpeak - - one hour model outputs (2045 CRAM Economic model V1.4). 2. The Existing Junctions within the scheme extents shown on Ca, Red Pink Violet -'a> the existing A96 in Figure 25.16 - Do-Minimum will continue � A96 CRAM V1 .4 Refined Core Economic Traffic to remain in place under each of the eight end-to-end options "� shown in Figures 25.17 to 25.24.
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