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GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: <br />Project: Stroh pit <br />Location: larimer county <br />Filename: $LOPE3-2 Description: Stroh slope anal. 3-2 <br />ANALYSIS DATA: <br />Point Coord inates Line Left R ight Soil Phreatic <br />No. X Y No. Po int Po int No. Line <br />] 0.0 25.0 1 1 2 I N 1 <br />2 72.5 25.0 2 2 4 1 N 2 <br />3 0.0 19.0 3 3 4 2 N 3 <br />4 7S.S 19.0 4 4 9 2 N 4 <br />5 0.0 18.0 5 S 6 3 Y S <br />6 56.0 17.6 6 6 7 3 Y <br />7 82.0 6.0 7 8 9 4 N <br />8 0.0 4.0 8 9 11 4 N <br />9 83.0 4.0 9 ]0 I1 5 N <br />10 0.0 1.0 10 11 12 5 N <br />11 84.5 I.0 <br />12 85.0 0.0 <br />Soil Density Cohesion Phi <br />No. pcf psf Deg <br />96.0 SO 24.0 <br />100.0 25 30.0 <br />134.0 0 35.0 <br />I 1 S.0 0 14.0 <br />102.0 700 26.0 <br />FiECE6l~EC~ <br />AUG t'2 200'1 <br />pivisian of Minerela and Geology <br />