Stantec // Oceana Gold NZ // Transportation Assessment Waihi North Project MOVEMENT SUMMARY Site: [WNP PM 2028 Kenny Staged update 0622 (Site Folder: General)] New Site Site Category: (None) Give-Way (Two-Way) Vehicle Movement Performance Mov ID Turn INPUT VOLUMES DEMAND FLOWS Deg. Satn Aver. Delay Level of Service 95% BACK OF QUEUE Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ] [ Total HV ] [ Veh. Dist ] veh/h veh/h veh/h % v/c sec veh m km/h East: SH25 5 T1 241 31 254 12.9 0.142 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 49.9 6 R2 16 4 17 25.0 0.018 7.3 LOS A 0.1 0.6 0.53 0.64 0.53 44.7 Approach 257 35 271 13.6 0.142 0.5 NA 0.1 0.6 0.03 0.04 0.03 49.6 North: Barry Rd 7 L2 19 4 20 21.1 0.022 6.8 LOS A 0.1 0.7 0.48 0.62 0.48 45.1 9 R2 60 0 63 0.0 0.127 10.7 LOS B 0.5 3.2 0.66 0.85 0.66 42.9 Approach 79 4 83 5.1 0.127 9.8 LOS A 0.5 3.2 0.62 0.79 0.62 43.4 West: SH25 10 L2 48 0 51 0.0 0.294 4.7 LOS A 0.0 0.0 0.00 0.05 0.00 49.1 11 T1 456 59 480 12.9 0.294 0.1 LOS A 0.0 0.0 0.00 0.05 0.00 49.5 Approach 504 59 531 11.7 0.294 0.5 NA 0.0 0.0 0.00 0.05 0.00 49.5 All Vehicles 840 98 884 11.7 0.294 1.4 NA 0.5 3.2 0.07 0.12 0.07 48.9 MOVEMENT SUMMARY Site: [WNP PM 2028 Kenny Staged update 0622 sens (Site Folder: General)] New Site Site Category: (None) Give-Way (Two-Way) Design Life Analysis (Final Year): Results for 10 years Vehicle Movement Performance Mov ID Turn INPUT VOLUMES DEMAND FLOWS Deg. Satn Aver. Delay Level of Service 95% BACK OF QUEUE Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ] [ Total HV ] [ Veh. Dist ] veh/h veh/h veh/h % v/c sec veh m km/h East: SH25 5 T1 241 31 304 12.9 0.170 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 49.9 6 R2 16 4 51 25.0 0.071 8.9 LOS A 0.3 2.3 0.62 0.79 0.62 43.8 Approach 257 35 355 14.6 0.170 1.3 NA 0.3 2.3 0.09 0.11 0.09 48.9 North: Barry Rd 7 L2 19 4 60 21.1 0.072 7.6 LOS A 0.3 2.2 0.54 0.72 0.54 44.7 9 R2 60 0 189 0.0 0.518 18.7 LOS C 2.5 17.5 0.85 1.07 1.29 39.1 Approach 79 4 249 5.1 0.518 16.1 LOS C 2.5 17.5 0.78 0.99 1.11 40.4 West: SH25
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