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SAMPLE LOCATION <br />SAMPLE <br />MOISTURE <br />( %) <br />Dry <br />Density <br />(PO <br />Gravel <br />(%) <br />Sand ( %) <br />-200 <br />° <br />( / °) <br />ATTERBERG LIMITS <br />UNCONFINED <br />COMPRESSIVE <br />STRENGTH <br />(psf) <br />USCS' <br />SOIL OR ROCK DESCRIPTION <br />BORING <br />NO. <br />SAMPLE <br />NO. <br />DEPTH <br />(feet) <br />LL <br />( %) <br />PI <br />( %) <br />LH -1 <br />S -7 <br />35 -36.5' <br />29 <br />67 <br />4 <br />SP <br />pooely graded SAND with Gravel <br />LH -1 <br />C -9 <br />40 -41' <br />9 <br />81 <br />50 <br />32 <br />9315 <br />BR <br />clayey SHALE <br />LH -1 <br />C -1 <br />5 -6' <br />9 <br />46 <br />37 <br />18 <br />2290 <br />SC <br />clayey SAND <br />TABLET <br />SUMMARY OF GEOTECHNICAL LABORATORY TEST RESULTS <br />PROJECT NAME <br />PROJECT NO. <br />Page 1 of 1 <br />Notes: <br />1) LHI's USCS designation for Bedrock is BR <br />G: \PROJECTS \111057 -000 Transit Mix Pueblo East Slope Stability\S - Subsurface Data and Borings \S3 Laboratory and In -situ Test Data \[tab assignment and report table.xls)Lab results <br />LYMAN HENN, a division of Brierley Associates, LLC <br />• • • <br />