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Seal & Pavement Widths 2031 Kimberley LEGEND

Date post: 28-Dec-2021
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! ! ! ! M063 M012 H011 H006 H047 H042 M030 H006 H006 M012 M012 H006 H006 H006 M012 H006 M012 H006 H006 H006 H006 H006 KIMBERLEY PILBARA Derby Broome Kununurra Halls Creek Seal & Pavement Widths 2031 Kimberley LEGEND 12 on 12 (with 0.6 - 1m wide centerline) 12 on 12 11 on 11 (with 0.6 - 1m wide centerline) 11 on 11 10 on 12 (with 0.6 - 1m wide centerline) 10 on 12 10 on 10 9 on 11 9 on 9 8 on 10 8 on 8 7 on 9 Dual Carriageway Gravel Road Regional Boundary μ AUTHOR: DOMAIN01\e81721 DATE: 24-June-2020 Coordinate System: GCS GDA 1994 Datum: GDA 1994 Units: Degree 0 380 190 Kilometers DESCRIPTION Analysis looked at prior safety performance, future traffic volumes (2031) and current configuration. Where expected safety performance was worse than that desired for 2031 then seal was widened within existing pavement. If this new configuration still did not achieve the target KSI reduction, pavement was widened based on 2031 traffic projection. Through discussions with regions some configurations were altered, to ensure alignment with regional procedures without compromising on safety performance. NOTE: All roads require audible edge and audible centrelines.
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Page 1: Seal & Pavement Widths 2031 Kimberley LEGEND

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M063

M012

H011

H006

H047

H042

M030

H006

H006

M012M012

H006

H006

H006

M012

H006

M012

H006

H006

H006

H006

H006

KIMBERLEY

PILBARA

Derby

Broome

Kununurra

Halls Creek

Seal & Pavement Widths 2031 Kimberley LEGEND

12 on 12 (with 0.6 - 1m wide centerline)12 on 1211 on 11 (with 0.6 - 1m wide centerline)11 on 1110 on 12 (with 0.6 - 1m wide centerline)10 on 1210 on 109 on 119 on 98 on 108 on 87 on 9Dual CarriagewayGravel RoadRegional Boundary

µAUTHOR: DOMAIN01\e81721DATE: 24-June-2020

Coordinate System: GCS GDA 1994Datum: GDA 1994Units: Degree

0 380190 Kilometers

DESCRIPTIONAnalysis looked at prior safety performance, future traffic volumes (2031) and current configuration. Where expected safety performance was worse than that desired for 2031 then seal was widened within existing pavement. If this new configurationstill did not achieve the target KSI reduction, pavement was widened based on 2031 trafficprojection. Through discussions with regions some configurations were altered, to ensure alignment with regional procedures without compromising on safety performance.

NOTE:All roads require audible edge and audible centrelines.

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