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MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A LEGEND � <br /> 115 <br /> 0 P-13 - -♦ • � —�-- <br /> Zero Air Voids Line for <br /> Specific Graviry= 2.68 - - — - -0- - —�-- -�- <br /> --�.— �—_ 100%Sat <br /> X WopVDmax <br /> 110 <br /> — PROCTOR SUMMARY <br /> 15.1/704.3 TEST SAMPLE USCS OPT w� MAX yd <br /> 105 NO. NO. SYMBOL wopr(%) Ydm��P� <br /> 1 P-13 CL 15.1 104.3 <br /> � -- -- - 2 <br /> a <br /> e 3 <br /> �- <br /> 4 <br /> .y 100 � 5 <br /> e <br /> °f 6 <br /> c <br /> o � <br /> 8 <br /> 95 TEST/ SOIL CLASSIFICATION/OESCRIPTION <br /> SAMPLE <br /> 1/P-13 Brown silty clay,trace sand,trace gravel <br /> 2/ <br /> 31 <br /> 90 4/ <br /> 5/ <br /> 6! <br /> 7/ <br /> 8/ <br /> 85 • <br /> 5 10 15 20 25 <br /> Water Content, w�(%) <br /> MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A <br /> srs coNsu�rANrs,�r�. PROJECT: Stone Bay of Orono STS JOB NO.: 98999-A <br /> 10900-73rd AVE N,surrE tso LOCATION: Orono,MN REPORT DATE: 17-Oct-03 <br /> � � MAPLE GROVE,MN 55369-5547 <br /> � 763/315-6300 FAX763l31S4836 CLIENT: Dahlstrom Development,LLC TESTED BY: OE <br /> ENGINEER: Landform,Inc. APPROVED: SJM <br /> L898999A-13.�ds Curves 10f20/031:08 PM <br />