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<br />u....L.J../l.:j.:j{ lU:1L <br /> <br />ijl..:it.,"-J, ... 1 ,.' (' Ll <br /> <br />H,'H-'t:.t-;:lAL I t:.'=, I C'I',.) U'-;;:, <br /> <br />:-'A.::lt.. l:J.i <br /> <br />~ <br /> <br />I~crial TO)Ur16 Laboraloric6 <br /> <br />390S KfORON ROAD · LAKElANO, FLORfOA33811 · TELEPHONE: (9.1) &41.28n <br />FAX: (941) &47.1 no <br /> <br />SOIL TESTING - FIELD DENSITY - <br />PERCENTAGE OF CO!\-fPACTION REPORT <br /> <br />Project: 37400 Cornwall Lab No.: ID <br />Client: Ryman Construction Technician: L Starling <br />Job No.: 6405 Contractor: Client <br />Date: 4/16/97 Weather: Rainy/Cool <br />Pennit #: 6594-8 Page I of I <br />ASTM: D2937 [N PLACE FIELD DENSITIES DATE MADE 4/1 5/97 <br /> TWr TYPE: Bac:ldUI I (N-S IN-Pl.ACE PRY LA.a MAX <br />TEST MOI81URB DEN8ITY Dl!NSn y <br />NO LOCA.TION OF TEST PL"F PCF <br />1 Building pad area; northeast 12.5 103.5 110.1 94.0 90 <br /> comer - level <br />2 Building pad area; center - grade 12.9 103.6 lJO.1 94..1 90 <br /> level <br />3 Building pad area; center _ l' 12.3 100.2 110.1 91.0 90 <br /> below <br />4 Building pad area; southwest 13.6 105.1 110.1 95.5 90 <br /> corner - level <br />5 Building pad area; southwest 10.3 100.1 110. I 90.9 90 <br /> comer - I' below ade <br />6 Building pad area; southwest 11.0 99.8 110.1 90.6 90 <br /> comer - 2' below e <br /> <br /> <br />The percentage of compaction for the in-place density tests are based on laboratory Moisture <br />Density Relations Tests D698A as follows: <br /> <br /> <br />lP <br />1.10.1 <br />12.0 <br /> <br />Report Distribution: <br />Client <br />PIIIIS C8WRty Building Dept. <br />File <br /> <br />By: <br /> <br /> <br />Envlronm.ntal Consuhanta. Soil, Coner... and Materials Quality Control Testing <br />