m m 0 3 8 h0 h 0 5 3 m m 0 5 3 h m m037 goldfields ... · h 0 5 3 m 0 1 m 05 m037 ravensthorpe g...

! ! M024 H001 M004 H008 H052 M017 M053 M013 M066 M001 M031 M014 H054 H009 M015 M005 H053 M037 M059 M038 M021 M031 M037 H001 M005 H008 M001 M037 M005 H009 M037 H009 H001 M031 M031 H001 H009 M031 M013 M024 M001 M014 H001 M021 H009 M021 M015 M001 M037 H001 M001 M031 M001 H008 H008 M031 M037 H052 H052 H009 M031 H053 M001 M005 M037 Ravensthorpe GREAT SOUTHERN WHEATBELT GOLDFIELDS-ESPERANCE Seal & Pavement Widths 2031 Great Southern 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-2017 Coordinate System: GCS GDA 1994 Datum: GDA 1994 Units: Degree 0 130 65 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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!

!

M024

H001

M004

H008

H052M017

M053

M013

M066

M001

M031

M014

H054H009

M015

M005

H053

M037

M059

M038

M021

M031

M037

H001

M005H008

M001

M037

M005

H009

M037

H009

H001

M031

M031

H001

H009

M031

M013

M024

M001

M014

H001

M021

H009

M021

M015

M001

M037

H001

M001

M031

M001H008

H008

M031

M037 H052 H052

H009

M031

H053

M001

M005

M037

Ravensthorpe

GREAT SOUTHERN

WHEATBELT GOLDFIELDS-ESPERANCE

Seal & Pavement Widths 2031Great SouthernLEGEND

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 10

9 on 119 on 98 on 108 on 87 on 9Dual CarriagewayGravel RoadRegional Boundary

µ AUTHOR: DOMAIN01\e81721DATE: 24-June-2017Coordinate System: GCS GDA 1994Datum: GDA 1994Units: Degree

0 13065 Kilometers DESCRIPTIONAnalysis looked at prior safety performance, future traffic volumes (2031) and current configuration. Where expectedsafety performance was worse than that desired for 2031 then seal was widened within existing pavement. If this newconfiguration 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.