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N <br /> (Standard Penetration Test) <br /> (Blows/ft.) <br /> 0 10 20 30 40 50 <br /> • • • • <br /> <br />10 • . • • <br /> • O <br /> <br />20 . • . . <br /> •• • <br /> ~30 • O• • <br /> • <br /> 40 ~ ~ <br /> • <br /> Depth-• 50 ~ <br /> ,In feet, <br /> <br />60 • <br /> <br /> 70 <br /> <br />80 • <br /> <br /> 90 <br /> <br /> 100 <br /> SUMMARY OF STATISTICAL DATA' LINEAR REGRESSION ANALYSIS <br /> FOR COHESIONLESS SOIL SAMPLES <br /> <br /> HAUL ROAD NO. 1 EMBANKMENT <br /> SENECA 11 MINE HAYDEN, COLORADO <br /> <br /> FOX Consulting Engineers and Geologists <br /> <br /> Date: 7/>3/Bl <br /> Drown Bv: TE <br /> Reviewed B <br /> bb No: 1-2662.10060 Figure 10 <br />Y INTERCEPT 17,9 <br />SLOPE -0.08 <br />?~ (MEAN) 15.4 <br />S(o) 8.5 <br />VARIANCE 70.4 <br />NUMBER OF ENTRIES 41 <br />