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. <br /> �� G��OTCST �`�� MarineD�ivc 741 <br /> � Ocllinghnm.WA9d72i 3W733_7318 888257 E27G 360733_ 8 <br /> �Ir� <br /> FIELD DENSITY I MOISTURE TEST REPORT • SOILS <br /> ASTM D2922ID9017 <br /> PROJECT: Baldwin Residence Well JOB#: 05•5233 <br /> ADDRESS: 3206 Wave Drive,Evertt,WA REPORT#: S09 <br /> CLIENT: Larry BNdwin TEST DATE: 10-75-0B <br /> CONTRACTOR: Larry Baldwin PAGE k: 1 of 7 <br /> PERMIT#: INSPECTOR:JB <br /> Compaction of: Retaining Wall Backfill <br /> Field Data: <br /> TEST LOCATION DEPTH/ FIELD IN•PLACE LAB COMPACTION COMPACTION <br /> p ELEV. MOISTURE DENSITY SAMPLE x X <br /> (tt.) (v.) IP�n �' <br /> 1 Southern area, upper wail, 3.5 feet from face +4' 4.1 137.9 6511 RC 95 95 <br /> 2 Central wall area, upper wall, 6 feet from face +4' 3.7 138.5 6511RC 95 95 <br /> 3 Northern wall area, upper wall, 5 feet from +q' 4.8 138.1 6511 RC 93 95 <br /> face <br /> Lab Moisture-Densit Data: <br /> Lab Soll Source Ma:.Dry Optimum RaWined M-0 <br /> Sample Type Denslty Molsture on A4 Tast Method <br /> � e� <br /> 6511�RC Poorly graded gravel NA 145.5 4.5 48 ASTM D471 B <br /> witli silt and sand — <br /> Comments:Elevations were referenced from the base of the lowermost wal� biock. GeoTest was on•site as requested <br /> to tes[compaction of crushed rock fill being used as backfill behind an Allen Block retaining wall. All tests <br /> atlained the required compaction. <br /> Copies: Client <br /> 7 <br /> Submitted By <br /> Grant Richerdson <br /> ITechnical Director <br /> .e n....�Mv�uvma•«^�v�o.sn�w..�.....s•w+��T�ie raporl ahell nol Ue re{+roDuceE etcapt m lull,wiRroN Ihe�xman approvsl ol GeoTeat SmKe�.Mr <br /> � Tne a�oro tesl resulU r.lale only�o Ine eampie�a�oraUm)IeYea CopynpM O 1993 G75 <br /> www.gcolesi�inr..cum <br />