Laserfiche WebLink
' AET Job No. 20-06374 - Page 3 of 3 <br /> FIELD DENSITY TEST DATA <br /> Test <br /> �P� <br /> Below Dry Moist. <br /> Test Test Existing Densiry Content Prcetor Percent <br /> No. Date Test Location Elevadon Grade (ncfl (%1 No. Comvacrion Snecs• <br /> 17 9/7/06 Building addition backfill; 1021�fz 1' 120'k 10.9 2 101 95 <br /> 15'N &25'W of NE corner <br /> of existing building <br /> 18 9/7/06 Building addition backfill; 1022'fz 1' 119 10.7 2 100 95 <br /> 20'N&60'W of NE comer <br /> of existing building <br /> Method: Sand Cone(ASTM D1556, AET#20-SOI-1)_ Nuclear(ASTM D2922, AET#20-SOI-2) X <br /> LABORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) <br /> Max.Dry <br /> Gravel Test Opt.Moisdue Density <br /> No. Soil Descriation Content � Method Content % � <br /> 1 Silry sand with a little gravel, mosdy medium grained,brown 13 B 9.6 129.0 <br /> (SM) <br /> 2 Sand with silt and a little gravel, mostly fine grained, brown 8 B 9.6 119.2 <br /> Procedure&Method: Standard(ASTM D698, AET#20-SOI-3) X Modified(ASTM D1557, AET#20-SOI-4)_, <br /> To protect the addressee, the public, and ourselves, this report(and all supporting information) is provided for the addressee's <br /> own use. No representarions are made to parties other than the addressee. <br /> Reviewed By: <br /> American Engineering Testing,Inc. <br /> � ` <br /> Je ey J. Cremin <br /> Engineering Assistant <br /> *Tesc result did not meet project specii�cadons. <br />