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LABORATORY TEST RESULTS <br />Soil Type No. -2 Unified Classification CL Job No. ~~ ~ g <br />Project f~fAR M/iY6 -!,/EST PD,PTAL J~iPfA Date ~ <br />Test Boring No. ~,_ at ~' ~S ~ Depth Test by L C <br />100 <br />90 <br />~ 80 <br />z <br />~ 70 <br />m <br />m <br />w 60 <br />z 50 <br />w <br />a 40 <br />w <br />w 30 <br />20 <br />]0 <br />0 <br />GRAVEL SAND SILT AND CLAY <br />- - - 0 0 <br />.x~ - ~~~ ~ 0 0 0 0 o Sieve Number <br />r+ ~ M ~ M # # # # # # <br />V I I I I I I I i I <br />- - ~-- <br />- - - -- <br />- -C' <br />i <br />100 10.0 1.0 0.1 <br />DIAMETER- (mm) <br />Sieve size % Passing <br />1_ z,. <br />1" <br />3/4" <br />1/2" ioo.v <br />3/8" 9p. ~ <br />#4 96. o <br />#10 9/. 3 <br />#20 p~.9 <br />#40 87. 7 <br />#100 ~6• ~ <br />#200 PS. 3 <br />. o~v..-~ GG. 7 <br />. oy5 issue ~~. / <br />Atterberg Limits: <br />Liquid Limit .Z 9. ~ <br />Plastic Limit /G. S <br />P. I. /.?. 7 <br />Shrinkage Limit ~- <br />0.01 0.001 <br />Natural Moisture Content <br />Specific Gravity <br />Unit Weight psf <br />Void Ratio <br />Swell: <br />psf Swell <br />Volume Change <br />Moisture Increase <br />Proctor: D- <br />Optimum Moisture <br />Masc. Dry Density pcf <br />Bearing: <br />psf Maximum <br />psf Minimum <br />Consolidation: <br />Under psf <br />Sulfates ppm <br />