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r <br />Construction lnspect;«a N Related Tests <br />(Carlson Construction Consultants, Inc. <br />P.O. BOX 25752 - LAKE CITY STq`[ION <br />SEATTLE, WASHIN3TON 96125z\ <br />PHONE (206) 394-9500 <br />JOB No. 3C••970 REPORT OF IN -PLACE SOIL DENSITY TESTS <br />Client unrisen_nsen construction <br />ProieEt Dlack Angus Restaurant — <br />Soil Description Brown Gravelly Silt <br />Max. Dry Density 86.6 lbs./cu. ft. Optimum Moisture -18.5 o Method of Test Sand cone <br />DATE OF <br />TEST <br />TEST <br />NO. <br />T E 5 T LOCATION <br />ELEV. <br />FT. <br />LIFT <br />NO. <br />FIELD <br />MOISTURE <br />' <br />IN-PL.IeE DENSITY <br />LLas./CU. FT.1 <br />CD.Imenou <br />-ET <br />DRY <br />8/26/71 <br />8/26/';l <br />8/26 71 <br />1 <br />2 <br />3 <br />4 <br />lees of ass Ltilding lino; 39' north <br />of Louth building line. <br />54' hest of east building lino; 30' south <br />of north bulld:in lino. <br />Along north buildinG e at ?_., east of <br />hest buildin line. <br />1 ' OtlEt Of 4JeSt blyildLl?�F line; 36' SUllt}1 <br />of north building line.10 <br />°ra� <br />o <br />b rls <br />?.c °' <br />i' . 1 <br />3��^'IAZi <br />17..' <br />11. <br />1i .. <br />8.2 <br />97. <br />102.1 <br />88.. <br />87.2 <br />8 <br />91.lL <br />L. <br />98.4 <br />101.0 <br />103,0 <br />jb <br />Form No. 4 2.69 <br />CRRLSON CONSTRUCTION CONSULTANTS <br />FRANK CARLSON <br />