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HeavyVehidesSample - Heavy Vehicles ]mpacts T <br />—Select Method of Analysis <br />r Network Level <br />• Street Segment Level <br />Segment Anal is and Report <br />11TH ST <br />MAPLE ST to WALNUL ST <br />Consumed Life I Design I <br />Additional ESALs per year, 3,908 <br />Percent of life consumed over design 1 <br />period, % <br />Total cost of consumed life, Vane mile f65,739 <br />Total cost of consumed life, $fESALAane <br />mile <br />Total cost of consumed rife, $, this <br />segment <br />is analysis reports the portion of the original design life <br />in ESALs) that is consumed by the additional heavy <br />ehides over the life of the street segment. <br />Print Summary OK <br />Figure 17. Sample results screen — Segment analysis, consumed life. <br />Select Method of Analysis <br />t' Network Level <br />Street Segment Level <br />Segment Analysis and Report <br />11TH ST <br />MAPLE ST to WALNIFrST <br />Consumed Life Design 1 <br />Additional bituminous thickness that would <br />he required at design to accommodate the D'g <br />additional heavy vehicles, inch <br />Cost of additional bituminous at $73,21 <br />construction, Vsy <br />cost ofadditional thickness at 541 <br />construction, $,this segment <br />This analysis reports the difference in bituminous layer <br />dmess, using the Mn/DOT Granular Equivalent <br />method, with and without the additional heavy <br />chides. The incremental cost of the bituminous layer <br />s assumed to he the same as for an overlay. <br />Print Summary I OK <br />Figure 18. Sample results screen — Segment analysis, pavement design comparison. <br />33 <br />