Page 36 - Swale AQMA Feasibility Study April 2020_
P. 36
AQMA Feasibility Assessment
A2 – Keycol Hill and Key Street, Swale
Traffic Data
The AADT data used in the ADMS-Roads assessment are included in the table
below and were provided by Kent County Council, unless otherwise stated.
Table A.1: Traffic inputs for the ADMS-Roads Assessment
2018 Baseline (AADT)
Link Road
ID
MCs Cars LGVs Rigid Artic Bus/Coach
L1 Key Street (EB) 46 11089 872 358 190 29
L2 Key Street (WB) 64 10509 986 300 95 19
L3 Keycol Hill (EB) 70 7321 544 166 53 10
L4 Keycol Hill (WB) 70 6785 958 307 91 33
L5 A249 187 36284 10660 1595 4087 31
Note: Euro Compositions were also established using the ANPR data.
Model Inputs
Model inputs are provided below in Tables A.2 and A.3. These data relate to
ADMS Roads inputs for model verification and the assessment modelling.
Table A.2: Verification inputs
Inputs
Dataset UK EFT v9.0 (2VC)
Emission Year 2018
Road Type England Urban
Table A.3: Operational inputs
Inputs
Dataset UK EFT v9.0 (2VC)
Emission Year 2018
Road Type England Urban
Traffic Data Provided by Sweco (2018)
Figures and Appendices