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Metropolitan Mine Traffic Management Plan - Peabody Energy

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<strong>Metropolitan</strong> <strong>Mine</strong> – <strong>Traffic</strong> <strong>Management</strong> <strong>Plan</strong>Table 2Average Weekday Daily <strong>Traffic</strong> Volumes by Haulage Route (vehicles/day)SiteRoad and LocationThrough Helensburgh (All Routes)TotalMeasured 2007 Estimated 2014<strong>Metropolitan</strong><strong>Mine</strong>% of Total Total Project % of Total1 <strong>Mine</strong> Access Road 829 829 100 923 923 1002 Parkes Street 7,486 488 6.5 8,058 570 7.1Route to/from Coalcliff3 Lawrence Hargrave Drive at Stanwell Tops 5,871 198 3.4 7,878 210 2.7Route to/from Corrimal4 Old Princes Highway at Bulli Pass 10,516 94 0.9 12,519 110 0.95 Princes Highway at Russell Vale 25,780 60 0.2 27,557 72 0.3Route to/from Glenlee Washery6 Bulli-Appin Road at Kings Fall Bridge 8,174 84 1.0 8,727 98 1.17 Narellan-Appin Road at Appin 9,916 82 0.8 10,445 88 0.88 Appin Road at Bradbury 29,729 82 0.3 31,184 86 0.39 Narellan Road at Narellan Vale 55,613 82 0.1 75,311 82 0.110 Camden Bypass at Elderslie 19,292 82 0.4 33,066 82 0.211 Springs Road at Spring Farm 2,924 82 2.8 7,982 82 1.0Source: After Masson Wilson Twiney, 2008.Construction workforce movements associated with the Replacement Drift development couldpotentially increase light vehicle movements to and from the mine. HCPL will work with the driftconstruction contractors to use car pooling and/or mini-bus shuttles to keep light vehicle movementsassociated with drift construction to a minimum.5.2 INTERSECTION PERFORMANCEIntersection traffic flow data was collected at six relevant intersections in 2007 between 7.00 am and9.00 am, and 4.00 pm and 6.00 pm (Masson Wilson Twiney, 2008). The intersection survey locationsare provided in Appendix A (Figures A2 and A3).The performance of these intersections was assessed using the intersection analysis computerprogram SIDRA (Signalised and Unsignalised Intersection Design and Research Aid) (Masson WilsonTwiney, 2008). The results of the intersection turning movement surveys indicate that the peak trafficactivity periods in the morning and evening on the surrounding road system occurred between 8.00 amand 9.00 am, and 5.00 pm and 6.00 pm and the existing levels of service were good and with sparecapacity (Table 3) (Masson Wilson Twiney, 2008).<strong>Metropolitan</strong> <strong>Mine</strong> – <strong>Traffic</strong> <strong>Management</strong> <strong>Plan</strong>Revision No. TMP-R01-D Page 11Document ID: <strong>Traffic</strong> <strong>Management</strong> <strong>Plan</strong>

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