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IHeauyVehides5arnple-IiVehicles lmpacts Too l l� <br />- Select Method of Analysis <br />Network Level <br />r Street Segment Level <br />Network Analysis and Report <br />Consumed Life 1 Design <br />Additional ESALs per year: <br />3,908 <br />Average percent of life consumed over <br />design period, % 11 <br />Network cost of consumed life, Vane "93.983 <br />mile <br />This analysis reports the portion of the original design <br />ife (in ESALs) that is consumed by the additional heavy <br />ehides over the life of the street segment. <br />Print Summary OK <br />Figure 20. Sample results screen — Network analysis, consumed life. <br />- Select Method of Analysis <br />t' Network Level <br />f' 'Street Segment Level <br />Network Analysis and Report <br />Consumed Life Design 1 <br />Average additional bituminous thickness <br />required, inch 1' <br />Network cost of additional bituminous at SL22i o89 <br />construction, $ <br />This analysis reports the difference in bituminous layer <br />cImess, using the Mn fDOT Granular Equivalent <br />method, with and without the additional heavy <br />ehides. The incremental cost of the bituminous layer <br />s assumed to be the same as for an overlay. <br />Print Summary OK <br />Figure 21. Sample results screen — Network analysis, pavement design comparison. <br />35 <br />