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Heavy Vehicle Impacts Tool <br />Network Analysis Report <br />Analysis Name <br />Case Study Heavy Vehicles Included in this Analysis <br />Number of Segments Analyzed <br />1f52 Vehicles per <br />Number of Segments in Databasel <br />7787 Vehicle Month FA!Empty <br />03 - 3 Axle Grain 15 Full ! Empty <br />Average Percent of Life Consumed <br />2D.5% H2 -Ta nker Truck 5 Empty <br />Total Hetwodt Cost of Consumed Life <br />$983,983 I W5 - Waste Side Lo: 10 V2 Full <br />Average Additional Asphalt Thicknes <br />1.1 in. <br />Total NetmrkCOstOfAdditional As hal <br />$1,227,084 <br />Network <br />PCI D3stributlon ■Mhout Additional Heavy Vehicles <br />after 5 Years OWnh AddWnal Heavy Vehicles <br />Network PCI Distribution 111Wdhout Additional Heavy Vehicles <br />aRer 10 Years MWth Additional Heavy Vehicles <br />S0% <br />y 45% <br />a 45% <br />40% <br />= 40% <br />E 35% <br />E 35% <br />4° 30% <br />30% <br />w 25% <br />25% <br />20% <br />2 20% <br />m 15% <br />m 10% <br />m 15% <br />m 10% <br />0. 5% <br />a- 5% <br />0% <br />0% <br />90-1t70 00-90 7f1A0 50-70 30-50 030 <br />90-100 00.90 70A0 50-70 30-50 0.30 <br />Pavement Condition, With and Without <br />Pavement Condition, With and Without <br />Additional Heavy Vehicles <br />Additional Heavy Vehicles <br />01strlbutlort of original Pavement Ufa Consumed <br />Distribution of Additional Bituminous ihlckness <br />50% <br />50% <br />45% <br />45% <br />40% <br />40% <br />0 <br />E 35% <br />30% <br />35% <br />m 30% <br />m 25% <br />0 <br />m <br />o 25% <br />`o <br />20% <br />20% <br />111 <br />6 <br />u 15% <br />15% <br />a 10% <br />a 10% <br />5% <br />5% <br />0% <br />0% <br />0-25 25-50 50-75 75-100 a100 <br />0.0r1.0 1.0-2.0 2.0 3.0 a3.0 <br />Percent of Original Life Consumed <br />Additional Bituminous Thickness In Pavement <br />Design, In <br />Heavy Ve hi cie Impacts Tool <br />Analysis Date: 10 May201d <br />Version 1 <br />Figure 22. Sample printed report — Network. <br />36 <br />