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Moisture-Densifiy Relationship <br /> 111 ' �� <br /> �- � --t- - -- - - - -- - ---;-- _.. .-?--�--, <br /> � � '� � <br /> ------ -, _.--- � - -1- ---� -- ---- --•-- —— . � - � - - <br /> � <br /> , � <br /> _ .�_.__. ...-- ----^--�-- --- -T- -t— —. ._. � ._�_ <br /> ' I � � , , , . .. _ .. _..__... _._..— _ - <br /> � I <br /> _,_�._.._---._�---'--- � --' _. -.'.- -' . --. .. . ._.-_�_-1- '-_ —L <br /> 109 i I � I - - - i <br /> i i i ; <br /> , - - - , , i �- .- <br /> �� , , i � � � <br /> � � i <br /> i , i � � I <br /> I i , � <br /> ', � � ! i � i I i � � ' i � ' ��-j-^ <br /> '--�- — - -- 1 +- <br /> � � i _ � ^I I � ' _._._� - -- i � <br /> � , � -"1 T" � � i j , <br /> 107 ' ' � I i i � I , <br /> � �I ' I ' i—I�_.'� I �_�� I' I ' ;, ; � ; � I I ' <br /> � � I I` i� �I I � I? � i + � i i I i <br /> � I�l � � � � i � � � ' t ; � � L��_._ �� <br /> -� <br /> i <br /> � I � i I � i I i i , ; <br /> z' ' - -- I ' � � � j_� � �� I � _;�; <br /> o � , ; , <br /> 105 , � I I I I , � , , ! i �; � I I ' i I� I <br /> I I i I I � I j i i ! � j j I � i <br /> I i I 1 i I ' ; . <br /> —�-___. , I I ; I _I I -� ' � � ;� ''' I I I _ <br /> I I i i ! ± ' i '� � I � TI � � I_ <br /> ' , I � � ' � I , i ! � � ' �I � ' � <br /> � ; i i � i --- I I <br /> ' ; f i '� � ,—j-__� ; ; I i - <br /> 103 � � � � � � � � � i <br /> , i i i � I ' ; � , ' <br /> � , , � � i I i I i I ZAV for <br /> ' i I I i t i II - i i I , I � Sp.G, _ <br /> --•— ---r--- �—. � i i — `� � 2.65 <br /> �I~ � , � � � , . �I <br /> I I I <br /> " _t—- ' _.�� --+---t--- � - -� <br /> � I � '1 '� ! <br /> ,� I -, -� +--� �-i - � � -� i --, � � i � � <br /> j ! i <br /> 1�� I I I —t � I I � �I I I � I <br /> 11 13 15 17 19 21 23 <br /> Water content, °/a <br /> Test specification: .4STM D 698-07e1 Method A Standard <br /> Elevl Classification Nat. S G. LL pi %> %< <br /> Depth USCS AASHTO Moist. p� No.4 No.200 <br /> CL "l.(5 3.0 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> Maximum dry density= I OS.S pcf Sandy Lean Clay,broti•n <br /> Optimum�noisture= l 6.8 % <br /> Project No.: BL-09-03�83 Client: AMEC Gcomatrix, [nc. Remarks: <br /> Project: Farwell Residence Orono, MN Specific Gravity was assumed <br /> F.�V Site <br /> • Source: Sample No.: P-03 9/8i09 <br /> sRauNW <br /> INTERTEC <br />