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<br />Tatae 1.4d. CakuHtlon for Time Required to Regrade Roads (coMlnued) page 2
<br /> LengtR Volume Volume Ripping Regrade
<br />Road IDeacdptlon Type (R) (bcys) ®26X svrell Xoura Hours
<br />Ezpl Storage Access 1,800 13,096 18,370 13 13
<br />No Name C2 Axes 520 4,258 5,320 d 4
<br />No Neme 1t 4 Access 1,500 12,278 15,347 12 12
<br />Pofehie Wafer Weli Access 500 4,093 5,116 4 4
<br />W. Pyeett 1 Access 800 8,548 8,185 7 7
<br />W. pyeett 2 Access 1,200 9,822 12,278 10 10
<br />M. %restt t Areas 660 5,320 6,650 5 5
<br />M. Pyeatl 2 Axes 450 3,883 4,804 4 4
<br />M. PyeeR 3 Access 750 8,139 7,874 8 6
<br />E. PyeeR 1 Access 550 4,502 5,627 5 4
<br />E. PYeett T Access 1,000 8,185 10,231 8 B
<br />E. PyeaR 3 Acxss 900 7,387 9,208 7 7
<br />Grouse Access 1,280 10,477 13,098 11 10
<br />West Flume Access 750 8,139 7,074 6 6
<br />East Flume Axes 750 8,139 7,874 8 6
<br />Deal Access 750 8,139 7,874 8 6
<br />Flares Access 750 8,139 7,874 8 8
<br />Horse i Axesc 1,700 13,915 17,394 14 14
<br />~, Middle Flume 1 Access 800 4,911 6,139 5 5
<br />1 Meddle flume 2 Axes 9PD 7,367 8,208 7 7
<br />to Middle Flume 3
<br />eT Access d30 3,520 4,400 4 4
<br />N Oak Access 950 7,778 8,720 8 8
<br />Sege Areas 1,250 10$31 12,789 10 10
<br />Johnson Axes 3,100 25,374 31,718 28 25
<br />Elki Access 750 8,139 7,874 8 8
<br />East BuIIerd Access 750 8,139 7,874 8 8
<br />Fer Eest Buaerd 1 Access 750 8,139 7,874 8 8
<br />Tdel 142,137 2,163,830 2,701,538 2,185 2,157
<br />Road Type 1 -Typical Access Roed Cross Sadbn - 221 >w R
<br />Road Type 2 -Typical Heul Road Cross Section -450 sQ fl
<br />Road Type 3. 7ypkaf HeufNVefk fM Cross Segfon -480 eq R
<br />Rlpplig ProdudNtty -150D hcy/hr ~ sv=5000 fps
<br />Conedbn Fedor = ,88
<br />Adjuefed Pradudiv8y= 990 ncymr
<br />ReBnule: Cat D10R, 80 teat average push, 1900 ky/M
<br />Correctbn Fedor = ,88
<br />AOJuated PradudWtty = 12541q/hr
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