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�r �► rt �r �r �■s � � �t � �i � t� � w� t■s rF -� <br /> MOISTURE-DENSITY RELATIO SHIP,ASTM D-698,STANDARD PROCTOR,METHOD A . <br /> . LECpEND <br /> 115 <br /> —.,r-P-13 . .�- . . —�-- <br /> Zero Air Voids Line for <br /> Specific Gravity= 2.68 - — - o-- -�-- -+- <br /> —� —�--. �oo��Sat <br /> "O X WopUDmax <br /> — PROCTOR SUMMARY <br /> 105 15.1H04.3 TEST SAMPLE USCS OPT w� MAX yd <br /> I NO. NO. SYItABOL wopi(%) Yamsx�P� <br /> 1 P-13 Cl 15.1 104.3 <br /> � - -- 2 <br /> a -- ---- <br /> 9 3 <br /> T <br /> 4 <br /> Z' 100 - � 5 <br /> N <br /> C \ <br /> O 6 <br /> O � <br /> 8 ' <br /> 95 TEST/ SOIL CLASSIFICATION/DESCRIPTION <br /> SAMPLE <br /> 1/P-13 Brown silty clay,trace sand,trace gravel <br /> 2/ <br /> 31 <br /> 90 4� <br /> 5/ <br /> 6l <br /> 7! <br /> 8/ <br /> 85 • <br /> 5 10 15 20 25 <br /> Water Content, w�(°/a) <br /> MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A <br /> srs coNsuLraNTS,�Tn. PROJECT: Stone Bay of Orono STS JOB NO.: 98999-A <br /> 10900-73rd AVE N,Sui7E tso LOCATION: Orono,MN REPORT DATE: 17-Oct-03 <br /> � � MAPLE GROVE,MN 55369-5547 <br /> � 763/315-6300 FAX 763/315-1836 CLIENT: Dahistrom Development,LLC TESTED BY: OE <br /> ENGINEER: Landform,Inc. APPROVED: SJM <br /> L898999A-13.x1s CuNes 10/20�31:08 PM <br />