Text

Strength Tests. Prepared for Bechtel Power Corp
	ML19344A358
Person / Time
Site:	Midland
Issue date:	02/29/1980
From:	; GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO
To:	;
References
	2190, NUDOCS 8008190587
	Download: ML19344A358 (94)
	v • d • e

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(". CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN STRENGTli TESTS TABLE OF CONTENTS No. of Pages 1.0 Strength Tests 91 7220-C79-18-1 9 I F'- F - 1 ocu:eEm ZONO CUNNCUPG ASSOCATES.PC i iGECTE m W L.CCra EM CS w v

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i SKETCHES AT FAILURE t SOCO O a e z k-O MAXIMUM UNCONFINED = z E C6MkRESStjEisTR5NGTE 3500 p sf @j = 3.0 % W JQ h ( \\ E 3000 / ( E Li \\ I l \\ TEST No. o I \\ u g 2000 .j g Z f \\ u.z 1 i 8 li l\\; I z p i N, i i 3 1000 g g TEST NO.U988.1 I 4 l I r 0 5 10 15 20 AXIAL STRAIN IN PERCENT TEST No./ SYMBOL U988.1 s olL D ESCRIPTIO N : YELLOW OROWN TO GREY SAUf l LIQUID PLASTIC SPECIFICCLATICC LIMitle/. i.iWit - 15 % GRaviTT 'M'EI "o 15.7 s5 CONTENT.% S AMPLE PREPARATION 'UNDISTUR BED V4 l 15.5 w N nef -g sAupts y4.0 CONSUMERS POWER COMPANY c:56'ff En'in. .00 MIDLAND PLANT UNITS I & 2 /ca MIDLAND,M:CHIGAN W .E.E*U in',!"Nd*TE O.5 UNCONFINED GOMPRESSION 5 ^ TESTS <j y BORING NO. BRI TEST SERIES SAMPLE I N O. 908 7220-C79-18-1 ' OEPTH 17 l'.-17.5' DATE FEB.1979 l TECH. IV Mut4 GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER Mbe FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8

5 f SKE' lHES AT FAILURE 6000 wi-rgs_5000 0sf = a = 15.0 % 5000 A TES** NO. / 6" / I / 1 b 4000 g i / w / a: TESTNC. ,/ b-= @ 3000 [ 4 4 5 i i wo I / \\ i 2000 i ji;; TEST NO. i il \\ j \\ l 9 1000 s [ / TESTNO M UI O 5 10 15 20 25 AXIAL STRAIN IN PERCENT 7220-C79-18-1 INITIAL CONDITIONS BEFORE FIN AL .g SolL DESCRIPTION BROWN SILTYCLAY,SANCY(CO d CONDITIONS SHEAR CONDITIONS ' Ez LIQUID PLASTIC SPECIFIC zo b zi LIMIT 2 5 % LIMIT 14 % GRAvlTT a X $$ h E a 5 y* y y' S e* 0- 5. 5$ S. U. i Un j e Y Y Y } sy os en EE gg l;;j ON jy A* gE CONSUMERS POWER COMPANY _, 3 3 gg jg og wW MIDLAND PLANT UNITS I S 2 l $y w 'd l z .2 zg da gn MIDL AND, MICHIG AN y .s E $8 10 y w!g l;; a = to !* =@ TRIAXIAL COMPRESSION =. e s g8 gg $3 5 tg TESTS (uu) El "s 12.7 125]HO44c 0.5 .) ii BORING NO. CLI TEST SERIES SAMPLE I _ NO. 973 DEPTH . 74-7.9 ' - D ATE FEB.1979 TECH. LY b hP! REVIEWER C(JAuf FILE 2190 GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES.INC. CONSULTANTS IN GEOTECHNICAL ENGINEERING //

4 SKETCHES AT FAlt.URE l i ) J '6000 5000 TEST NC. a. b ii7e =ss50 psf = l 1 3 _ 400g 1 < ;=15.0 % -a l l en tu a: TEST NO. i l l ~ i 3000 f / I i 4 o I / I I 2000 i/I I I y. l TEST NO. 4 A I I I If i I J l l i 1000 /! r l / )l u% \\ I TEST NO.T9782 g 0 5 10 15 20 25 AXIAL STRAIN IN PERCENT s 7220-C7918-1G ~h MITI A L CONDITIONS BEFORE FIN AL .g SolL DESCRIPfl0N:GREYMOTTLED BROWNSANCTf CLfa CONDITIONS. SHEAR CON 0lTIONS m3 SP ECIFIC (CL) Ez LIQUlO PLASTIC g# 1 $i h1 E a#'b e5 LIMIT 2O_.% LiviT 12 % smAviTV e2 R. W 5 Og E g" Ep gar 0- 5. Ug } sy a2 zd "E 2E g z* ON jE E* ga-I CONSUMERS POWER COMPANY ,a zg !! jg og wE MIDLAND PLANT UNITS I a 7. si wy *y t? $g $ t. ,g dc gd MIDLAND, MICHIGAN g{' a z gg h !g z

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a w =@ TRIAXIAL COMPRESSION s g8 gg $3 y ci >" E to ** TESTS (L11.0 l-E 0.5 12.4 las.e?rn 44a - BOR!NG NO. CL2 TEST SERIES SAMPLE' 7 NO. 978 DEPTH 10.6'-11.I' DATE FEB.1979 TECH. N M@f 2 GOLDBERG,ZOINO DENICLIFF & ASSOCIATLS,1NC. REVIEWER 4 f.W FILE 2190 // CONSULTANTS IN GEOTECHNICAL ENGINEERING

l SKETCHES AT FAILURE I L---) TEST NC.T32 0.1 20,000 I I I I =. e _ s -#s = l4500 0sf i I i i i @ * = 15.0 %! l I i i l I l l l 1 i l TEST NO. 6 I .!I I I I 15,000 b~ l P -r { l m' / i i * / l / I l f I I I io,oog g i l iV l I I I i g l l [ l l l l l TEST NO. 5 I l l /: I l I g V I I III t }! I I I I I 5000 l l l / l 1 TEST NO. g O 5 10 15 20 25 AXIAL STRAIN IN PERCENT 7220-C79-181 INITIAL CONDITIONS BEFORE FINAL Soll CESCRIPTION: BROWN SANDY CLAY (CL) CONDITIONS SHEAR CONDITIONd 2 a 5 Ei 9 E es LiutT 23 % LluiT 1% % GRAVITY a:# Q^ gz 24 0. 5. $$ %. 5 Eg S. 5 R$ os EU $1 1E 04 ON $$ E w-g o. CONSUMERG POWER COMPANY E

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MIDLAND PLANT UNITS l B 2 a ww a. m w m

== w or g;;[2 NE d2 Ed MIDL AN D, MICHIG AN a SE E E8 $ H y EE [E Eu EE E@ TRIAXIAL COMPRESSION E ~ o.s TESTS (uu) [ Tg2 9.s iso.5 M 2s92 BORING NO. CTI TEST SERIES SAMPLE 4 NO. 32 1 DEPTH

17. 5.' - IB.O' D ATE SEPT 1978 TECH.

6/M-GOLDBERG,ZOINO,DUNNiCLIFF 8 ASSOCIATES,1NC. REVIEWER ~ 4ha FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING </ [/

SKETCHES AT FAILURE l l 1 l Ii ll l l l c, , MAXIMUM UNCONFINED E Ii! l l COMPRESSIVE ST' ENGTH R l l l 3 8 8 3 p s f @, e = 6.1 % F iil i l Ii I J l ! I I E 4000 lii niI .l l l l TESTNO. -E I l l / \\' i ! I i i l i/ i\\ l i i l! I to i ! l/l ! Al l l [-

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i i ![ t I i N I l l ! l i l l E ! t/1 I i \\ Li i l i i I I fI I l k! l l l l TESTNO. 8 !/ I I l \\1 I I i 1 [l' ll3 }l,l ll ll' g 2000 r E 1 1 i I I ii i i t I ! I I I k z Jili i i ll II I II I I i I i i 8

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i l l I ! II I j 1: : I ! o i I i i i l I I i i i ! i i ,ggg )i I I I i i l l I I : I i l i l l l l l TEST 740. U3 3.I. I! 1 I l l l 1 i i i i ! i i ! l l l V ! I I i I I I I I I i i i l lI I I I i! I I I ! l I I I i i l il i l l I i i i l 0 5 10 15 20 AXlAL STRAIN IN PERCENT 7.J.C C79-181 3 TEST NO./ SYM BOL U33.1 So L DESCRIPTION: BROWN SANDY CLAY (CL) LtQUID PLASTIC S PECIFIC l QAyER' LIM lT 3 /* LtMiT A *f' GR AvITY 1 e o 13'8 w .a 5 CONTENT.% S AMPLE PREPAR ATION UNDISTURS ED { !5 2'i',,, 84 IIS 4 -8 SAMPt E 5.80 CONSUMFRS POWER COMPANY g,gifTER in. 'T6T MIDL Af'. 'LANT UNITS I 8 2 l u MlbuAN D, MICHIG AN i ,, Jag ;;,$;,aas, 0.5 UNCONFINED COMPRESSION j N TESTS { l BORING NO. CTI TEST SERIES SAMPLE 7 N O. 33 DEPTH 27.I'-27.6' DATE OCT.1978 l TECH. &A M GOLOBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER 4/ DAM FILE 2190 l CONSULTANTS IN GEOTECHNICAL ENGINEERING / /

-Wa .~ ~ i l ! I l SKETCHES ! l l l l AT ! : i i I l l FAILURE l i i i t i I ! I i l l 1 l ! l l l i l l i l 1

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l l i 2 I i i ! I i i I l 1 I l m 1500 i I , MAXIMUM UNCONFINED l m i * ! i i i i i i ICOMPRESSIVE STRENGTHI g ! l l 10 27 p s f @, e = l 1.4 */. I ?,., g _ o. i

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i i I l l I 1 '/ l ' i i ! l I,_ [l I ( i l i l O 5 10 15 20 AXtAL STRAIN IN PERCENT 7220-C79-18 9 TEST no./ syMacL U 35.1 soll DESCRIPTION: GREY BROWN SANDY CLAY (CL) LIQUID PLASTIC S P ECIFIC i QER ^L o (3*3 LIMIT l */o LIMIT /o GRAVITY w a$ coNTENr.% S AMPLE PREPARATION UNDISTURBED ! wb'fIe, sa 120.4 -) SAMPgE-5.89 CONSUMERS POWER COMPANY g,glETER in 2.87 MIDLAND PLANT UNITS I & 2 u MIDLAND, MICHIGAN ,e4#' &S'"^ RTE O.5 UNGONFINED COMPRESSION ~ TESTS BORING NO. CT 2 TEST SERIES i SAMPLE 7 N O. 35 OEPTH_ 27.2'-27.7' DATE OCT.1978 i TECH. O l ludu L GOLOBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER 4 CA(+<f FILE 2190 CONSULTANTS 'IN GEOTECHNICAL ENGINEERING c/ t/ 1

3o,000 1 SKETCHES AT i Fall'UR E \\ i j l l 1 l D l l l l 1 l l l l 1 j gp i = _1 E I l.Ml l l I Ig i l l I l l l ( = y i i i i i i i i i i i i , c,, .r. E i/I l L-T16 4.1.1 ! l l 1 l I /l l !@,F/F (MAX) = 3.24 ! i 3 l l fl I I l ei-e = llsOO psf I I I I I s /1 l l le = 4.9 % I Il l i i l i I i I l i I f ;^^. 4 1.1.1 I I I i l i ! I I o 3' l[ j i i ! l ! ! I i ~ i~, ^ I ]

16"

/ I i I i I l I l l 2.o El /i l } l i ! l I {l l l l TEST No. EID /l l l l l l ! INOTE: S AMPLE STAGE l I i ; ) i w NI i ! ! I CONSOLIDATED ( 0,2450 psf I l 1 I i\\ l I i i 3600 psf,5180 ps f,8 640 psf ) l g U l 1% l l l I S AMPLE S ATURATED PRIOR l I i 30,, zg 11 l l \\!l l TO CONSOLIDATION. I l l I i wd, IliiI l\\ l I I i i ! I I I l 1 ! t i !E J

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I l %I i i i i l i ! j i i ! I l u$ fj.,! l l l l q{ l ( = l l l l t l TEST NO. g g I I I I i l I i !%I it i l i I ; i i l i l l l l I l l N ;i l I l t ) l ! l l 1 I l I i l ! l l l's I i l I + ' ' I I i i l I i l i i i li l i l i + ' ' E \\l I i l i I I I i !I I I + ~' N I I I I I I i i i l l I I o E jY'l l l l l l l l l + o.2 1 l l 6, ,i,g j,^ i l l TEST No. o.O 0 5 to 15 20 25 AXIAL STRAIN IN PERCENT _L i'l 7220-C79-18-1 INITIAt. CONDITIONS BEFORE FINAL .g Scil DESCRIPTION: GREY 8ROWN SANDYCLAY(CL) j CONDITIONS SHEAR CONDITIONS zg e i 3 kg d 54 b; v i. =o$ 5g.$. g 5: E E i.iuli 2 5 y, tivir 12 y, caAwTy aj = -= w a m ez u .E a w B oo EU 5 ;; EE O z* $N $$ s w-g o. CONSUMERS POWER COMPANY 2

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s z jzg ic O MIDL AND,MICHIG AN sg 10 g- { l;;

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g gg h ij ci >" E = u = g is.s i2so M es4oT2oo 2.3 s5 ii.ofisio .o04 T ESTS (Clu.) yl BORING NO. CT4 TEST SERIES SAMPLE 6 NO. 16 4 DEPTH 2 2.71-2.3.2' D ATE A_PGIL l979 i TECH. UM4 GOLDBERG,ZOINO.DUNNICLIFF a ASSOCIATES,INC. REVIEWER @dm FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / [

N / l l I l l l l l l NOTE: S AMPLE STAGE l l I l Cs.NSOLIDATED (0,2450 psf I I 3600 psi,5180 psf,8(40 psf) l i l 10,000 i .S AMPLE S ATURATED PRIOR l i y i ITO CONSOLIDATION. l l l I l I I i l 1 1 I I i 1 I I I I i l l l I l l I i i l i I E I i l I

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,M N I I Il l l y i I I I I l i I fl I l !X l I i i I I I l I 4 l 1 I l ! I l/ I I l l X l l I I I i l l l l 1 II / II II \\ l III IIII ~ I I l l/ l l 1 T 'l Il l , I l l i l i ll l l I l l l l l l l 1 I i ~ 5000 10,000 15,000 20,000 25,000 TOTAL NORMAL STRESS, psf I ! I I l l l l l l l l i ll i I I I I I i l I l l l 1 I I I I I i il i i li I I l 1 I I i lii i ll I i I 8 I i i i l l l l l a 2 'o o=lllI !!ll llll llll llll llll y iI i i l I I I I i ! l l 1 i ! ! I I j y iI i l i i I i I J. ~~ i' I I l l 1 l [ i i i i ! I l i i L+ i' l l l >lTl 6 4.1.1 i l l l l i k t I I I 5000 3(MAX) = 3.24 I I i> I! l l l lh* ' Il l INf; I l ri-a3 = l l 800 p s f j l ! l I I i l I l /i,'f l l l 1 I Nl te = 4.9 %l i I i ! l l l l / l41# STRESS l\\ l i i l I i i i i i i l /l '*j PATH I \\l l _ l l l l l t ! i _ i i I ll h_! I i i I ) l I I I I ! I i ! i j 5000 10,000 15,000 20,000 25,000 EFFECTIVE NORMAL STRESS, psf I LL 7220-C79-18-1 i SolL DESCRIPTION: GREY BROWN S ANDY CLAY (CL) CONSUMERS POWER COMPANY LICulo PL A STIC sPECIPlc MIDLAND PLANT UNITS I & 2 uuir 25 % uust 12 % GR AVITY l NDgICgigN w p FAILURE CRITERIA @81/I (M AX) TRIAXIAL COMPRESSION 8 3 TESTS (Clu) E REMARKS B 0 31 N G N O.- CT4 TEST SERIES SAMPLE 6 N O. 16 4 DEPTH 2 2E - 2 3. 2 ' D ATE APRIL l229 TECH. C A4uw GOLD 8 ERG, ZOINO.DUNNICLIFF S ASSOCIATES,1NC REVIEWER._W4'" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /g

t 1 SKETCHES I I AT j l l FAILURE i 2500 l ! I I I E. i i i I l I i [ , ll l l l 1 !I l l J l I ! I I I i 1 I g 2000 ,g,,

l TEST NO.

i ! I l ! I I ! !I I i ! i 1 I ! l i 1 I I I I w i I I I l! I lI I lI I l I 2 ! ! ! I ilii ii l i I I I I I i g 1500 t i i I i! l .L L I I tI ' I I l ! MAXIMUM UNCONFINED l i I j g i i l l l COMPRESSIVE STRENGTH l l l TEST No. l 19 0 4 p s f @ < = 2.8 % o l l 6 I i ! i i I I ! I I i l i i i I i i I I g 1000 ,,j

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n J E if N i ; I i l I i I i l i i i z ill I l\\.Ii l I I i l I i i I I i 8 fiI i \\i i ! I I i l I I i i l i I f i z 7iii 3; i i i ; i i i i t i l i i 500

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l l TEST No. u sti j, 1 ti,ii ) ?N i l I l I I I I I I i\\l i l I i i l l I I Jl l l ! I I [l l l l l ! I I ll l !l ! ! ll i i I I I I Ii l I I I I I I o 5 10 15 20 AXIAL STRAIN IN PERCENT 7220.c79-18-1 TEST NO./ SYMBOL 036,[ 50lL DESCRIPTION: GREY 9ROWN SANDY CLAY (CLI LIQUID PLASTIC S P ECIFIC INI L LIMir 20 % LiMir 12 */. oR AvirY G J5 CONTENT 1% ui S AMPLE PREPAR ATION UNDISTURBED I Ed 116.2 s' _ e e t

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i -8 S A M P t. E y 5.78 CONSUMERS POWER COMPANY g,gipy,ain /De 2.88 MIDLAND PLANT UNITS I & 2 u MIDL AN D, MICHIG AN IPEJO E. M^ffE O.5 UNCONFINED COMPRESSION TESTS BORING NO. CT 5 TEST SERIES SAMPLE 5 N O. 36 DEPTH 22_2'-22.7' DATE OCT 1978 TECH. N UJI GOLOBERG, Zoll 10,0UNNICLIFF AND ASSOC.,1NC. REVIEWER S f 4L -1 FILE 2190 CO.45ULTANTS IN GEOTECHNICAL ENGINEERING g

i SKETCHES As Fall'.UR E l i I i i I i , n,, i I i l iIi I i i I I I { l j i i l i p l i I i i M-:-- l l t i b-l ' I I I M i!l l l 1 l E I i I I IW iI I I I i i I l I I I /

3co, TEST NO.Tt671I IM

I Tl 6 7.1.1 l l 1 l i i l }

a "o i ! I F / F (M AX) = 3.53 I i ll l 3 I i i r -es = 4860 psf I I I l;I l 5 i ! ! I i i _

=_6 0 % l l 1 i

l l j i l ! o i8 ~'l'l 't ~ i ~ 1 I I i o ~[i i i i l i I: @E ! l ! fl i I I i ! l ! t l I I l I i ! l , {- _,1 I I ! il ! ! NOTE: S AMPLE STAGE, i I i TEST NO. 1 I i 1 I i

CON SOLID ATED (0,1875 psfL m

+ ,,g ,i-i ! l l ! !3 310 psf,4900 pst, REBOUND _W l I i i

ITO 2160 ps t).S AMPLE l !

3no ,,I l* i SATURATED PRIOR TO ! l E I I I I i i l l CON SO LID ATION. 1 i ! I g ES,

I l l l { j l

! l i I ' ! ! l k -500 j l i t l TEST NO. I W I l ! l l { o. J i i b$ I ! -1000 E t II ! I i i l i i N.ii! -1500 I " N,_ + 0.20 l l I i I i i ! ! I I I l eo +0.10 I ! Mi l i i l i i I ! I I i 3 o 0 i I INi ' i l I i 1 . o'i o TEST NO. I l l l l l l l l i, -1 i l 4 -0.20O 5 10 15 20 25 AXIAL STRAIN IN PERCENT 7 :C C7918-1 13 g CONDITIONS l CONDITIONS BEFORE INITIAL FINAL .g SOIL DESCRIPTION:GREYBROWN SANOYCL At SHEAR CONCITIONS (CL} 3E LIW O PL ASTIC SPECIF t- =5 LiviT 24 % LIMIT 12 % GRAvlT.22.Ql l x x Es N E =d 5i Em 5 r$ >v 2 =* 0 d '. 9 8 S. E Eg $p $5 wg

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SUME POW P COMPANY i aw

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'E o c 's sf E0 we 35 = <25 g8 g gg h 34 y =* TRI AXI AL COMPRb.dSION = Eg E

a. o T ESTS (Clu.)

y Z is.O i252 Hi 216 0 10080 3.2 97 II.9 12 9.3 .004 BORING NO. CT6 TEST SERIES SAMPLE 2 NO. 167 DEPTH 15.21-15.7' D ATE APRILl979 TECH. h Add f GOLDSERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,INC. REVIEWER @#4' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / g

l l l f l NOTE: SAMPLE STAGE l { l l CONSOi.lDATED ('O,1875 psf _, l! 3310 psf,4900 psf", REBOUND l 1 4000 l l l l l l l l TO 2160 psf).'S AMPLE l y I i i l i l i SATURATED PRIOR TO F 1 l l l l } CONSOLIDATION. l l l ~ l l l l l l l l l l l l i I l 1 E I l If I lN I l l l l l l l l l acOO , y,, y l\\ l i I l 1 l l l l m I l/l lI l l / I I i \\ l l l l l l i l I i /l l\\ l ~l l l l l l l l l f I l ll t i I i l l l \\l i i l l l l l l 1 i 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf I II l l l l l l l l l l l l l l l l l 1 il Iil l l I I I I I _I I l 1 fI i ll I i i I i i I 7 II l l l !l I l l l l l l l 1 i I i l I S i i i i i t I I I i I I i i i i I i i i i i ! l 4000

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- i ; ;

y I. t l l 1 I i i ! i i I ..<l I i i i ! i ! l I i I j i ! i i I t a-T~ l 1 J Tl67.1.1 1 i I I l I i i I '. i l _MI l fi l@F /r CMAX) = 3.53! I l 3 ! l I IM/ l IW[ t l e -e = 4860 psf I I I ! s s 2000 ~ 7y t t If if: I I l l : e = 6.0 % l i I I I I ! m i / 11 I i I ; \\l i i I i ! I i I / /5 STRESSI l\\l i l I i i i I j ,/ I PATH I I Ii l i l i l l l ll /- ) i l I I l l l l i i l i i l 2000 4000 6000 8000 (0,000 EFFECTIVE NORMAL STRESS, psf 14 7220-C79-18-1 SOIL DESCRIPTION: GREY BROWN S ANDY CLAY (CL) CONSUMERS POWER COMPANY u oUID MIDL AND PL ANT UNITS I & 2 umr_24 v. PL ASTIC 12 v. c$PECIRCRaviry_21_q gJiggDMJCgN umr - g (D F/FsMAX TRIAXIAL COMPRESSION 5 FAILURE CRITERIA i TESTS (Clu.) C REMARKS BORING NO. __CT6 TEST SERIES SAMPLE 2 N O. 16 7 DEPTH I5.2'-15.7' O ATS APRILl979 TECH. D 4cbM,4 GOLDBERG, ZO!NO.DUNN! CLIFF S ASSOCIATES,lNC REVIEWER FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING g

15.o00 l l SKETCHES AT [ g Fall' UR E 8 l .S I # I i 1 7 I i 1 i d' I 5 I s#~l l V 'l l I i L i i ,gg, j O l I I TEST No.T167I.2 j ti e Tl67.I.2 I l l a 7I g r,/F (MAX) s 3.30i l I 3 fI ai-r3 = 6 5 60 ps f I l l l l l i I e=4.6% l l 1 1 I I I I I I O ly_,;__ 1 i ' i_i_ _ e i i l l l l 3 C fl i ll 1liI i l I Il l l l l l E fl l l l l I I I l l l I I i i i I lb $1 / I l 1 1 1 INOTE: SAMPLE STAGE l l l l TEST NO. [D f 1 I l l l l l CONSOLIDATED (0, l'870 p s f,L ,'g EWl I 3310 psf,486.O_ psf, REBOUND = / N I i TO 4320 psf) SAMPLE I ggg f l\\l l SATURATED PRIOR TO I l \\ l CONSOLIDATION. I wsi I I l t NI II i iiil i i i s wSE i ! ; I N I l I l l l t I l !" J ' I I i i M t i I i t i TEST NO. 5g* i i l i l"%J j ii'I i I i ! l I i t I i1IN I Ii i i i i l i II i i I Xii I I i i ~5 l l l N !I I l + ~ ' = 1 l l' i i i [^ 'wi i l I l 1I -5%- t j l l l .j i il ~ l iiii I j - TEST No. ~ 0 5 10 15 20 2s l AXIAL STRAIN IN PERCENT 7220-C 79181-15 i 1 INITIAL CONDITIONS BEFORE FINAL .g SQiL DESCRIPTION:GREYBROWN SANDYCLAY(CL) coNomONS SHEAR CONDITIONS g a 5 14 E.s @ W 6-45 L: wit 22 % LluiT I3 % GRAvlTT =8 5 = a g# as = 0 5" Ug a#. 0 m; as EE 5 :-gg tg $$ i;. se p CONSUMERS POWER COMPANY j "[f-

n is ws aa sg 25 j0 5

e MIDLAND PLANT UNITS I B 2 1 = a w }>; we zg is 50 MIDL AND,MICHIG AN yj 10 =

== W g8 g:eH 5 ci c 8g =,5 TRIAXIAL COMPRESSION g mu q E is.T iti.s M 4sacioceol 2.s sT is.o i25.s .oos TESTS (CIu.) y BORING NO. CT6 TEST SERIES SAMPLE 2 NO. 167 I DEPTH 15.9'. - l _6. 4' D ATE. '4 AY 1979 l TECH. FA/A GOLD 8 ERG,ZOINO.DUNNICLIFF & ASSOCIATES,1NC. REVIEWER M2h FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING _----____D

15.000 l' a j j SKETCHES AT /g Fall'UR E a A I 6 I 4I 8 10,000 b [ l ~ i u? / r l /l l I f I i /!I I I i 1 / fI f I I l I I i I I I I k } 5000 / j g /t i i I :' ' Tl 6 8.1.Il l l l l I I l l l TEST NO.Ti6e t i 5; 7l 1 I l l @,F /F (M AX) 3 3.26' l l l i 3 E 'l l l l F -e s 9400 psf I l 1 s 1

l l

I I l *

6.1 % l l l l li l

i i l I i l i i I l 9 3. ~ ^ ^ ' -' I I II I I Q" l/ l l t i i i l l-l ) l l l ! l t " le / ! l I i i INOTE: SAMPLE STAGE l l l $i)- fl I l l l I CONSOLIDATED (0,2Ol6 psf,L TEST NO. ~ f Al ! l l 33OO psf,4900 psf,8640 psf) = ,,o / II A 'I SAMPLE SATURATED PRIOR i /l I l ! \\J l 'TO CONSOLIDATION. l l l ,00, li I i IhI I I I l l I i ' i l i - fI l ! l i E 5. 3000 I i i ! I I I I NI I l i i i j l 1 I ' ! ' ' I !I I INI I I I I I syi 2000 $ n. g l ! i ! ! l l l l l j'N -l l [ { TEST NO. UN 1000 2 I I il I I lj l i Ii i i I I I ! I I O - ' I l I I I ! I I II i ' I I I I II I I I 2.0 i !I i I ij l I g ,,3 I I!l !I I I I i l l [*3N _l l 1 I I i l l 4 l l l-{,,--J j l TEST NO. O.OO 5 10 15 20 25 AXIAL STRAIN IN PERCENT 710-C79-181 17 INITIAL CONDITIONS BEFORE FIN AL .g SQlL DESCRIPTION:8ROWN SANDYCLAY(CL] CONDITION S SHEAR CONDITIONS z s o Ez LIQUlO PLASTIC SPECIFIC m 2 g $ r.s b, 'll E g U =2 LfMIT 23 % LIMIT 13 % GR AVITY e#%.5 1 Eg

st 2 =" 0'1 59 $$

3. } S E"of EU 5 ;, gE Of $$ (E s,.* ga CONSUMERS POWER COMPANY ag Jy w "' "Ib a3 za =z w c: E MIDLAND PLANT UNITS I B 2 z Eg S t-k-gg yg w$ gg d $8 MIDLAND, MICHIGAN y cu !* =@ TRIAXlAL COMPRESSION

s W

go !! d g ci >" [E 13.6 1227 M964072OO 3.4 95 11.8 12 7.0 .006 TESTS (Clu) y h BORING NO. CT6 TEST SERIES SAMPLE 3 NO. 168 DEPTH 17.3'-17.8' DATE M AY l979 TECH. I'4/ W GOLDBERG,ZOINO.DUNNICLIFF S ASSOCIATES,1NC. REVIEWER 'M4m FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / // 'l

~ / 5 l NOTE: SAMPLE STAGE CONS.0LIDATED.(O.,,2016 ps_f,,1 = 33OO psf,4900 psf,8640 psf) l ~ ~ o,@ S AMPLTS ATUR A'T_5D P Rl'Oit y l TO CONSOLIDATION. l i I l l l l l l l l l l I I I I I E - i i .-n i i i ii ii y5 I i m I I / hJ l i I I/ \\ l i I \\ l i i I I I I: I 1 1I I l l I SOOO 10,000 15,000 20,000 25,000 TOTAL NORMAL STRESS, psf I I l l l l l ! I I I I I l i i l i { l l l { l l l l l l I l l 1 l i l i I I Iil 1 i l ll l i i 8 ' ' UO ii l I I I I I I i I Ii i i i i I i i y I ii i i ! I I IIi I ! I i I I i l- !I i l l-Im I i i i l i I e'l I I i I I .# l 1 l IT168.1.1 1 I l l l 1 y i I#% if @ F /Fs(M AX) =3.26 I I l //' lTl ' r1 - F3 = 9400 psf I l l / Q STRESS N !a = 6.1 % l 1 l l l l / N PATH 61 l l Ii i I 'J l Il I I I i 1 5000 10,000 15,000 20,000 25,000 13 EFFECTIVE NORMAL STRESS, psf 7220-C79-18-1 1 SOIL DESCRIPrlON: BROWN SANDY CL AY(CL) CONSUMERS POWER COMPANY MIDL AND PL ANT UNITS I & 2 u ousO PLASrlC SPECIFIC yog g g gg g g @ LOPE D uuir_a3_% uuir 13 % oRavirr @ #/F max TRIAXIAL COMPRESSION 8 1 3 FAILURE CRITERIA TESTS (Clu) E REMARKS BORING NO. CT6 TEST SERIES SAMPLE 3 N O. 168 DEPTH 1 T. 3 ' - 17. 8 ' D ATE M AY 1979 TECH. Fiel-a&m GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC REVIEWER -7 %

FILE 2190 CONSULTANTS !N GEOTECHNICAL ENGINEERING

/ / lo

is,ooo SKETCHES AT 1 Fall'UR E i 6 _f I ' * = * * * ,M .1 I y l \\ _ \\ \\ C / l D 5000 k O I TEST Wo.T169 t l j V

=

T169.l.1 i g f. F /Fs (MAX) 33.40 J l I a -e = 5620 psfi i s s l e s 3.9 % U l l l l I

1 i iit i 6 l

l l l p( ' r P fl I !I I Ill I !I I I I! 1 5" /: l l - NOTE: SAMPLE STAGE l l l tb I' $[- 7 L l CONSOLIDATED ( O,2160 psf,'_ TEST NO. E l l 5040 psf,6625 p sf,R EBOUND { ,,g. l l l l TO 2160 psf).S AMPLE I { m N l l SATURATED PRIOR TO l 1 i CONSOLIDATION. I l W

S. 1000 WEE l

\\l l l } l ! l E EJ i I l'Nut i I I i i i i l I W l l M I i l l fI TEST NO. R liI I lIl'A I I I I ~3 i i I i l 1% 1I I II i i i I 'l Ii ~ +"* %l l 1 I i i i l i + ja MI I ! I I N i i w _ o.l O 'w -a2O ,i TEST NO. l O 5 10 15 ~ 25 20 AXIAL STRAIN IN PERCENT 7220-C79-18-1 SOIL CESCRIPTION: OARK SROWN S6LTY CLAf, ) INITI AL CONDITIONS BEFORE FINAL W SAND L CONDITIONS SHEAR CONDITIONS = p p a $.$ h E 2'# 51 Eg N 25 LIMIT 2 6 */. LIMIT I4 */o GRAVITY a g# ad'24 1 5;S ig

0 S.

5 m e'm2 en ge tg $N is. a-g a. CONSUMERS POWER COMPANY

y WW */" ;28 2

as mg gg jg og my MIDLAND PL ANT UNITS l 8 2 a y> =,. [g wg zg di;; g Sz 0 MIDL AN D,MICHIG AN y a.s s -. m 3@ TRIAXIAL COMPRESSION a_ n e [8 gg h j cg cu !* = 14.6 122.9M216 0 8640 '8 95 12.2 12 6.4 .006 TESTS (Clu.) y BORING NO. CT6 TESY ?ERIES SAMPLE 4 NO. 169 i 6 DEPTH 19 E - 2 0. 2' DATE MAYl979 TECH. N hadn GOLDBERG,ZOINO DUNNICLIFF a ASSOCIATES,lNC. REVIEWER " Mm FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8

u. I l O I I f I i f l-NOTE: SAMP.LE. STAGE 7 CONSOLIDATED C.0,'2160 psf, { i I 5040 psE,~6625 psf, REBOUND J 10,@ ~ i TO 2160 psf').SIAMPLE i g l SATURATED PRIOR TO l / , CONSOLIDATION. I i f i g I I a: 5000 i M l /"% l / \\ Il i l i i l I 5000 10,000 15,000 20,000 25,000 TOTAL NORMAL STRESS, psf i l l l l l l l 1 ! { lii f l l II I I rI i i i i l I I i i I I l i i ll l ! I i l i I I I I l l I I i i E i ll l l l STRESSI I l 1 I i y PATH 4 l l l l l I I I 5000 y I l JJ"' l I l l , f' i- ,Tl6 9.l.1 l m I @F /F (MAX)=0.40 A9W i 3 l F -*s= 5620 psf V \\l i d = 3.9 % l \\ l i I j fl i i 5000 10,000 15,000 20,000 25,000 EFFECTIVE NORM AL STRESS, psf CONSUMERS POWER COMPANY SOIL DESCRIPTION :CARK BROWN SILTY CLAY SAND (CL) MIDLAND PLANT UNITS I & LIQUID PLASTIC SPECIF C DMCgN l p g u nit _. 2 6 % u miT I4 % GRAVITY FAILURE CRITERIA CDJi/F (max) TRI AXIAL COMPR.ESSION 5 3 TESTS (Clu.) E REMARKS BORING NO. CT6 TEST SERIES SAMPLE 4 _ N O. 169 DEPTH L9.7:- 2 0.2'_ D ATE M AY 1979 TECH. BJMt GOLDBERG,ZOINO DUNNICLIFF S ASSOCIATES,1NC REVIEWER 9M'"' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / /

+- MAXIMUM UNCONFINED CIMkRE_S(l[V,E,EURE ETH s A I 5 230 p s f- @, 4 = 11.0 % FAILURE { q \\s 5000 / / 1 j / I / d x i \\ n .f \\ \\ E 4000 g TEsrNo.Att. 7 w e / 1 / i W / 2 / y 3000 j Wm /i 1. r-2 TEST NO. 8 / o 2000 w I E - l .z 1 8 y z y 3 1000 ,I V l TEST NO. .,7 a I i 7 ( 0 5 10 15 20 AXIAL. STRAIN IN PERCENT 7EEO-C7918-1 21 TEST NO./ $YMECL U I. I SOIL DESCRIPTION: GREY B pnOygTY GLAY, WN } f LIQUID PLASTIC S P ECIFic 'MyER uwir EQ % uuir_._LE_ % oRAviTY in o 10*5 w .a 5 CONTENT e4 SAMPLE PREPARATION UNDISTUR8ED I2 '7 _w H nct - o $ AMPt.E 6.00 CONSUMERS POWER COMPANY g,gigopg,a T u in 2.88 MIDLAND PLANT UNITS l 8 2 MIDL AND, MICHIG AN w 8 O.5 UNCONFINED COMPRESSION 5 Pl R RMN E TESTS 2 is. 80 RING NO. OGI TEST SERIES SAMPLE N O. I DEPTH _19.7 '- 2 0. 2 ' DATE SEPT 1978 TECH. b) Au%A<L GOLOBERG,ZOINO.0UNNICLIFF AND ASSOC.,1NC. REVIEWER 9fbee4 i CONSULTANTS IN GEOTECHNICAL ENGINEERING

g

- FILE 2190

l i NOTE: SAMPLE STAGE 1: I CONSOLIDATED (0,1870 psf, j l l I IO psf,4860 psf,REBOUkD l 4000 TO 4320 psf). SAMPLE l 1 i i W' S ATURATED PRIOR _TO I i I I N CONSOLIDATION. l l /Tl K i l l / l l N l E i I/I l i I l\\ l y 2000 y, g, /l i i i I I \\l m l l /I l 1 I i l l\\i i i _ /l l l ! l l 11 I i l ll 1 i l i l iI ! I I 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf I l l l l I I l l l i i l I .!. I I i

f. /

! Ii Ii ! I I I I I i I I l l 1 l i i

1. M i lii i

i i i t I i ! i i i i t~-9 I i i i I i ! 4000 i i i l i I I I !! I L,1-i j T167.1.2 !I I I y j l i j i I I i I _Kl i J/ '@,iF / F (M AX) = 3.30 3 H l g,f l Pt ri-r3 = 6560 psf I I f l,l. 1 l ! I I N < = 4.6 */J l l l } E / j/ I i l i i KiI i i iii 2000 y j, 7, ,g / f!. M STRESS I I l\\l l l m l j/l if" - (PATH l l l \\ l l l If I A i I l l iiAl il i l i 1 -1 l it i l I i i I ' I i l! I i 2000 4000 6000 8000 10,000 EFFECTIVE NORMAL STRESS, psf l 7220-C79-18-1 16 f son. D ESCRIPrlON : GREY BROWN SANDYCLAY(CL) CONSUMERS POWER COMPANY l LIQUID PL A STIC S P ECIFIC MIDL AND PL ANT UNIT 31 & 2 umr_22_% umr 13 % saaviry gylggD MiCgN gg p @> F /Fs (max) TRIAX1AL COMPRESSION 5 FAILURE CRITERIA I TESTS (Clu.) C REMARKS BORING NO. CT6 TEST SERIES SAMPLE 2 N O. 167 l DEPTH f 5 9'-l_6.4' DATE M AY f 979 TECH. A JcJi41tt - GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC REVIEWER 9_ EL24 ~ FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / //'

1 i SKETCHES I AT FAILURE i h ~ s N /j g 4000 TEST NO. jdLL MAXIMUM UNCONFINED CO_MPRESSIVE S'TRENGT'H, ~ w 3163 p s f @ v = 8.7 % m 3000 [ m / \\ f f I / \\ TEST NO. O / h / A i l 0 2000 f \\ l 3 / ?\\ l u.z / \\ l O '/ I z f y i 3 1000 7 I TEST NO. /, b J Y l O 5 10 15 20 AXlAL STRAIN IN PERCENT 7EEO-C79-181 2,3 TEST NO./ SYMBOL U 3.1 SOIL DESCRIPTION GREY SILTY CLAY.S AN0Y(CL) LiculD PLASTIC S PECIFIC QjyER LIMir % LIMir M % GRAwry vi "o 15*8 CCNTENT.% S AMPLE PREPARATION UNDISTURBED 5 i II

I H nef w$8f7gpin.

/% 2 88 MIDLAND PLANT UNITS l S 2 SAMPLE Hy 5.85 CONSUMERS POWER COMPANY Hr a u g, MID L AND, MICHIG AN W .ed'I" ?*S*0E O.5 UNCONFINED COMPRESSION TESTS y BORING NO. DG 2 TEST SERIES SAMPLE 6 N O. 3 -DEPTH 19.I' - 19.6' _ D ATE SEPT 1978 TECH. d ^+UL - GOLD 8 ERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER QF_A c4 CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2190 4

SKETCHES AT FAILURE 2500 M AXIMUM UNCONFINED l l ~ CO'MPRESSIV STRENGTH 2125 ps f @,7= 'lO.0 % Q 2 s f1 N i i g 2000 j l rEsr No. u4 / N I M / \\ w / 4 2 y g 1500 \\ l, j, il \\ j / rest No. o j i / I l. l l ! 8 f 1 1 z I I I i fg l z [~ l i l i O / l I i l !l 500 f ( l l l l l l l l TEST NO. t l l l l l 7 l 1 7 I I l 1 -0 5 10 15 20 AXIAL STRAIN IN PERCENT 7220-C79-18-1 24 TEsr No./ srunot U 4.1 soit oEsCRiption:BRcwN SILTY CLAY. SANDY (CL) LIQUID PLASilC S P ECIFIC QERL e l4*T Lawir 29 % uwir 14 % GRAvirr a 'r .25 CONTENT.% S AMPLE PREPARArlCN UNDISTURBED Va l16.0 _w c sef -5 S AM #gE, 6.00 CONSUMERS POWER COMPANY eiN'OT"ERJ,, Tar MIDLAND PLANT UNITS I a 2 u MIDLAND, MICHIGAN W "#U ER' * *"^$E O.3 UNCONFINED COMPRESSION 5 ,E= N TESTS [- BORING NO. DG2 TEST SERIES SAMPLE 8 N O. 4 DEPTH _ 23.6'-24.I' O ATE SEPT 1978 TECH. D /Mulu-- GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER 9h CONSULTANTS IN GEOTECHNICAL ENGINEERING V f FILE 2190

l \\ t SKETCHES AT l FAILURE I i ll 25 l l 1 i i i l I i E ' I i ! I i j k I i l i I I s l I i I i l I i i ! i i I g 2000 i i i ;;; .; i ; i TEST No. ! l l I f MAXIMUM UNCONFINED i i i i COMPRESSIVE STRENGTH T w l l l l ! l l 1418 psf (Q. * = 8.7 % l j 1500 m I ! l' I I l lA i 1 i i i i l I if 'l Ni i I I i ! l I/' \\* l TEST NO. g i i : I flI A. Ij,/i l lI l\\ i ! ; t I !l o ,ggg w I I : il l I i 1% l I {[ ! i i '/ I I l l i I I I z ! i i /l 1 ! l l 1 l l l l l 1 l I { i 8 i i /l ! l ! ! I i l i l l l 1 I l i I l l ' '! I ' I I I I I I I ' I I I I I 500 I /l 1 l I l' l I I i l i i l i I l TEST NO. Ull.I i./I I I I I l l iiii i i l I l i // l I l I I I l l l l l 1 l l l [i l ! I l i I I I I l l l l l /l i I l i l l I l I i l i 1 l 1 i O 5 10 15 20 AXIAL STRAIN IN PERCENT 7220-C79-18-1 TEST NO./ SYM BOL U l j,l SCIL DESCRIPTION: BROWN S ANDY CLAY (CL; LIQUID PLASTIC S P ECIFIC N 3AL e LIMIT 22 % LIM 7 12 % GRAVITY i Z *7 a5 CONTENT.% S AMPLE PREPARATICN UNDISTURBED s'

d III 8 w

oct -5 SAMP 3 E, Hy 5.50 CONSUMERS POWER COMPANY.' i c N'Or"EUn. M 2.88 MIDLAND PLANTUNITS I & 2 M10L ANO, MICHIG AN i ""U in*,!,"N3, 0.5 UNGONFINED GOMPRESSION ^ .Ea TESTS j BORING NO. OG 7 TEST SERIES SAMPLE 4 N O. 11 DEPTH 16.4'-16.9' DATE OCT.1978 TECH. G LL.Ja t GOLOBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER Qh CONSULTANTS IN GEOTECHNICAL ENGINEERING 6 FILE 2190 1 i (

f i i 1 i ^ i SKETCHES l AT FAILURE i l 2500 FC) h / z k-h 2000 1 w l TEST NO. $ a 1 w i I G 1500 m i (L i 2 o TEST NO. l u o 1000 E u. z 1 1 1 I oo i I z 3 500 MA,XIMUM UNCO,NFINED l COMPRESSIVE STRENGTH. l TEST NO. 163 psf @e = 10.0 % l l y M 'I $1 l l 0 5 10 15 20 AXlAL STRAIN IN PERCENT i 22 TEST HC./ SYMBOL U 2.1 } SofL DESCRIPTION: BROWN CLAYEY SAND (SC' LIQUlO PLASTIC $PECIFIC INiria' ag CONTENT 1e. Liu T 21 % Liu T.12 % GRAvtTT S AMPLE PREPAR ATION UNDISTURBED Ier k I Il' A w -5 SAMPgE V 6.00 CONSUMERS POWER COMPANY g,jgippre,.i. /ba 2.8T l MIDLAND PLANT UNITS I 8 2 u MIDL ANO, MICHIG AN .W "^ U in' din $ E O.5 ~ UNCONFINED COMPRESSION peR NOTE: SAMPLE SLUMPED UNDER ITS TESTS OWN WEIGHT. BORING NO. DG2 TEST SERIES SAMPLE 5 N O. 2 DEPTH 16.f-17.?' _ D ATE SEPT 1979 l TECH. 4 Add A GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER Cf6m CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/ FILE 2190

SKETCHES I AT FAILURE i l i l I l f l 2500 1 I j i E i I I 1 i i E !l I i i i i i g i i t i i ! l l l 1 1 I 2000 z I ! 1 I I i l l l i l l l l l l Testno. E i i l I

2 MAXIMUM UNCONFINED 1 i i 1

i COMPRESSIVE STRENGTH tu i i l I ! j i 14 0 2 p s f @, * = 12.4 % b 1500 I I I I I I I I I I I 3 I m t

1 I ! I I I I l

! I I I i i ! ! I i I M IN I I I I I I i i I t i I. V i! l\\ ll ! l ! I TESr no. 8 I I I i l' I /t i i I\\.! l l l ! I I 1 1 l i ! Vi l I l l l \\1 1 1 ! i l 1 : 0 i ! l ; /: ! I I i \\l ! l l ! I i [ t : I ! /t i i i l i l\\i i ! I i i z 1 l l l/ I I l l ! l l l \\ l ! l l l j O i i I/ i i ! I i i i i IN l l l 1 ! I I ' I I I ' I 500 I i /: i l l l 6 } l l l l l l l l l l TEST No. Q!L,], i / ! ! ! i ! I 't i I l i I I I i I fl l l I ! I i i i l l i i I i l I l /!I i l i ! l I t i 1 i l l I l l I I I II I I I I !i l I i l I O 6 10 15 20 AXIAL STRAIN IN PERCENT 26 7220-C 79-18 1 TEST No./ SYMBOL U l 2.1 Soll D ESCRIPTioN: BROWN S ANDY CL AY (CL) LIQUID PLASTIC SPECIFIC A N I TI AL m Liuir 20 % LiMar.. 12 % GRAVITY ag com((u'Em "o I,,.O S Aupts pREPARAracn UNDISTURBED d l 2 t*4 ' ocf W H -3 suPLE Heyr 5.88 CONSUMERS POWER COMPANY g,giff[,a u in Ma 2 88 MIOLAND PLANT UNITS I 8 2 s MIDL AND, MICHIG AN ,ed!M s',SJ,"n^$c O.5 UNCONFINED COMPRESSION TESTS BORING NO. OG 7 TEST SERIES SAMPLE 6 N O. - 12 D EPTH, 2 0.I'- 20.6' O ATE OCT.1978 TECH. 6/ W - GOLOBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER N>l-24# CONSULTANTS IN GEOTECHNICAL ENGINEERING f 6 FILE 2190

SKETCHES AT FAILURE 2500 l l~ E MAXIMUM UNCONFINEl = h COMPRESSIVE STRENGTH H g 2000 1914 psf @f a = II.5 % TEST No. J.L3. E i' r N /I \\ w / N 1500 W /

-.L I

a: / a. 2 / TESTNO. O i / 1 i o 1000 h W E / w h bu 7 I i I I I 3 500 / l l TEST NO. / / I / i / l' O 5 10 15 20 AXIAL ". TRAIN IN PERCENT 72EO-C7918-1 TEST NO./ SYMBOL Ul7.2 seit oEscRIPTroN: BROWN CLAYEY SAND (SC L'CUID PLASTIC S PEclFIC IN 8 TI AL CONTENT 1% LIMIT 20 % LiuiT 11 % GRAviTT

^#

S AMPLE PREPARATION UNDISTURBED 125.3 __w N eer -5 s A M P t. E 5.46 CONSUMERS POWER CO;IPANY e5ESTr'e'in. 2.88 MIDLAND PLANT UNITS i 8 2 MIDLAND, MICHIGAN W PERCENT PER MIN E TESTS 2 A BORING NO. _ DG 9 TEST SERIES SAMPLE 3 N O. 17 DEPTH, 6.f - 6.6' D ATE S EPT.1978 TECH. UkkA* GOLDBERG,ZOINO,0UNNidLIFF AND ASSOC.,1NC. REVIEWER VMe ' CONSULTANTS IN GEOTECHNICAL ENGINEERING (/ / FILE 2190 l j

SKETCHES AT FAILURE 2500 L E 5 g 2000 i N rest NO. M l I W?g 1500 e i i I I O ~- MAXIMUM UNCONFINED 1 rest No. ,ggg COMPRESSIVE STRENGTH l w 6 2 0 psf @, e = 8.5 % I o j i l 1 p '~i ~ l I 'NI i i i i l I 500 j l 7 l l resr No. u s e. a j-y 1 I O 5 10 15 20 AXIAL STRAIN IN PERCENT 33 72EO-C79-18-1 TEST NO./ SYMBOL Ul8.1 l so:L ogsCRIPrioN: BROWN SANDY CLAY (CL) LlQulD PL ASTIC S P ECIFIC e' 3,jyER "o 13*5 Y' "'I ag CONTENT A SAMPLE PREPARATICM UNDISTURB ED III I w r set -3 SAMP E, 5.68 g,ygip7te m. TW CONSUMERS POWER COMPANY H u MIDLAND PLANT UNITS I & 2 MIDLAND MICHIGAN W UNCONFINED, COMPRESSION 5 0.5 pg, g, is e TESTS 2 tu BORING NO. DG 9 TEST SERIES SAMPLE 4 N O. 18 DEPTH 7 I?

7. 6 '

D ATE SEPT 1978 TECH. N AMt GOLDBERG ZOINO,DUNNICLIFF AND ASSOC. INC. REVIEWER 9fl% " CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/ - FILE 2190 9 % _ /-

SKETCHES AT FAIL.UR E l 5000 \\ ] l I TEST No.722 01 r-e (MAX)_= 3900 psf e s @ * = 9.6 %! 7* 4000 t.. 1 1 sm 6 f mv b-I / TEST NO. g 3000 = /i t i h Y m O d 5 2000 I w } ( l l I i o fi l l TEST No. l 1 i! 1000 P TEST NO. g O 5 10 15 20 25 AXIAL STRAIN IN PERCENT 3.] 7220-C 79-18 1 INITIAL CON 0lfl0NS BEFORE FINAL SOIL DESCRIPTION: 6ROWN FiNgM-SP TO MEDIUM y ,coNo: TION S SHEAR CONDITIONS SANDI z 5 g E.si @ W b ei LiwiT NP % LlusT NP % GRAVITY U=YN N Y 5 Q" yy 24 0- 5. h$ S. } my os EU El gy Og $N jy s w-g CONSUMERS POWER COMPANY .a y ww = sq =z w or E MIDLAND PLANT UNITS I & 2 $g de d $ b" l3 gm y f,E d$ MIOLAND. MICHIGAN W a .a 3 z = g8 gg y,3 y c >" By cu 25 =5 TRIAXIAL COMPRESSION E E 0.5 TESTS (uu) y 9.2 98.1 M 144' BORING NO. 0G 10 TEST SERIES l S A MPLE I NO. 22 DEPTH. J.O'-1.5' O ATE SEPT.1978 l TECH. B AAh - l GOLOBERG,ZO!NO.DUNNICLIFF & ASSOCIATES,lNC. REVIEWER 4Z4<." FILE 219O l CONSULTANTS IN GEOTECHNICAL ENGINEERING

SKETCHES AT FAILURE 2500 l I~/ a e z> g 2000 TEST NO. Q31], w ct: i w l 2 UNCONFINED COMP 5SSSIEk STR NGTH'l I .lO'68' psf @ e = 15.3% TEST NO. o i^I. i 9 l 0 1000 g E / Z [ l I / l l / I I soo l [ TEST NO. / / \\ 1 r O 5 10 15 20 AXIAL STRAIN IN PERCENT 35 7220-C79-181 TEST NO./ SYM80L Ql5,l SOIL DESCRIPTION: GREY Sg40Y CLAYEY SILT ~ LIQUID PLASTIC S PECIFIC gpER' =. Il.9 L wit 19 % Liu7 12 */. GRAv TT u, JE CONTENT.% S AMPLE PREPARATION UNDISTUR B ED Id 121.6 H ner _ w [A M PgE, -g S 5.83 CONSUMERS POWER COMPANY ~ gy lEfroa d.88 M10 LAND PLANT UNITS I & 2 u M10L AND, MICHIG AN W ,En" O ER,IiN$E O.5 UNCONFINED COMPRESSION ' * " ^ TESTS 2 A BORiis3 NO. DG IO TEST SERIES SAMPLE I N O. 22 DEPTH 2 J' - 2.6' DATE SEPT 1978 TECH. 49 f.A A> - GOLOBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER W CONSULTANTS IN GEOTECHNICAL ENGINEERING v 6 FILE 2190

SXETCHES AT FAILURE 2500 f t I I H g 2000 T[sf NO. G g l MAXIMUM UNCONFINED COMPR_ESSIVE STRE.NGTH w 14 60 p s f @, e s.5.1 % 2 l m 1500 l l 1 l l W %,, / \\ h [ b TEsf NO o if \\ 1000 r s z /i \\ s 8 / i. z j 3 500 l y Test NO. I f f O 5 10 15 20 AXIAL STRAIN IN PERCENT 7220-C79181 3S Test No./ sTunot U23.1 soit assemiprioN: GREY SILTY CLAY.S ANDY(CL LioUiD plastic s P ECIFIC 8Myg*R' 'o 12*3 Liwir 2 2 af. LiuiT 13 er. oRAviTy en aE CONTENT.% 1 SAMPLE PREPARATION UN DISTUR B EL !! Af8"$L 8' '20 7 1 s Ap pgs, Hy 5.8 5 - o g,gETEn.; W T57 CONSUMERS POWER COMPANY u MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN W penE!.U ftn'diu'Er 0.5 UNCONFINED COMPRESSION l TESTS 2 l BORING NO. __ DG 10 TEST SERIES SAMPLE 2 N O. 23 l DEPTH _ 4. 2 ' - 4.7 ' _ DAT E SEPT 1979 TECH. 4 JM GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER Qldrw CONSULTANTS IN GEOTECHNICAL ENGINEERING t/ FILE 2190 l

I SKETCHES i I AT FAILURE l \\ 2500 l l J t 1 a f ? J j 2000 TESTNo.2u3 wa w> 1500 we Q. 2O TESTNo. u o 1000 z u.z c MAXIMUM UNCONFINED l 8 COMPRESSIVE STRENGTH j 500 TEST NO. l f- - - At, [ t i O 5 10 15 20 AXIAL STRAIN IN PERCENT 7220-C79-181 TEST NO./ SYNSOL U23.2 SOIL DESCRIPTION: GREY SILTY CLAY. SANDY (CL) In a rial LlGUID PLASTIC S PECIFIC LIMIT. 22 */, LIMITl% GRAVITY a5 con TEN T.% S AMPLE PREPARATION _j)RplSTURSED E 'e# Yd 98.5 .w er - o SAMP g, gel E, 5.88 CONSUMERS POWER COMPANY u T E R. in. M MIDLAND PLANT UNITS I & 2 MIDL AND, MICHIG AN W _ EnE*U IR din $E O.5 UNCONFINED COMPRESSION

"^

TESTS S NOTE: SAMPLE HAD VOID AT MID-HEIGHT BORING NO. DG 10 TEST SERIES SAMPLE 2 N O. 23 OEPTH 5.O'- 5.4' DATE SEPT 1978 TECH. u.ML GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER V f%cd CONSULTANTS IN GEOTECHNICAL ENGINEERING / 6 FILE 2190

I / SKETCHES AT FAILURE E 1b g 2000 s s l TEST NO. U24 I wa w> 1500 m m G. 2O TEST NO. MAXIMUM ONCONFINED O COMPRESSIVE STRENGTFI z 6 6 4'p s f @,

E l'3.2 %' ~

z i Oo i - ,%.l 500 ljr' ~ l TEST NO. \\/ / f l I l l 0 5 10 15 20 AXIAL STRAIN IN PERCENT 7220-C79181 33 Test No./ sYusol U24.1 SOIL DESCRIPTION: GREY ORCWN SANDY CL AYfCL) { U QUlO PLASTIC S P ECIFIC co'Olygt =o 13*4 tiuiT 2 2 */. i.iuiT 12 % GRAVITY l JE JTENT.% S AMPLE PREPARATION _ UNDISTUR8ED Ed 116.0 w n eer S A M PgE, Y 5.83 CONSUMERS POWER COMPANY -- o o,ggipTER.in M 2.88 MIDLAND PLANT UNITS I a 2 u MIDL AND, MICHIG AN W ,ERE!U ERMiNM E O.5 UNCONFINED COMPRESSION 5 l TESTS 2 u. BORING NO. DG 10 TEST SERIES SAMPLE 3 N O. _ 2 4 DEPTH

6. 4' - 6.9' DATE SEPT 1978 TECH.

19 lJL 4 L GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER N CONSULTANTS IN GEOTECHNICAL ENGINEERING V (/ FILE 2190

SKETCHES AT FAILURE 2 a e IH 1 o 2000 z TEST NO. E24 i W a: Hm W2 i UNCONFINED g 1500 = i COMPRESSIVE y [ STRENGTH g t i l 8 0 s f @, e = 15.1 % vgsr No. O U 'e kI r i o 1000-pe W E f p ? z O /* 2 y; 3 500 l l l { j l TEST NO. / I F 0 5 10 15 20 AXIAL STRAIN IN PERCENT 39 7220-C79-18-1 TEST NO./ SYMBOL U24.2 SolL DESCRIPTION: GREY BROWN SANDY CLAY (CL) LIQUID PLASTIC S PECIFIC .: 5" 'wAY[R =o 12~8 LiwiT - 2 % LluiT_ l2 Y. osaviiv CONTENT.% SAMPLE PREPARATION UNDISTOR8ED _w Nr nct ~ -3 SA o N,M,P E, V 5.54 CONSUMERS POWER COMPANY ETER.in M 2.88 MIDLAND PLANT UNITS I a 2 MIDL AND, MICHIG AN W ,E."'M E ,"N$E 05 UNCONFINED COMPRESSION 5 ^ i TESTS E A BORING NO. DG IO TEST SERIES SAMPLE 3 ' NO, 24 OEPTH. 7.L' .7.6' DATE SEPT 1978 TECH. Ol u e-GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC. INC. REVIEWER 4 f4e CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/ FILE 2190

SKETCHES AT FAILURE f~\\ 1 I ? \\ g 2000 1 TEST NO. uiL52 w E w2y 1500 j w . l 2 Q. 2 UNCONFINED. TEST NO. 8 C.OMPRESSIVE 1 o 1000 STRENGTH-i y i T 30 ps f @,e = 15.3 % C l l I z = l;l 8 " 7' ~- s i I 500 [ l l TEST NO. /~ \\ / /i O 5 10 15 20 AXlAL STRAIN IN PERCENT $O 7220-C7918-1 TEST NO./ SYM80L U 25.1 SOIL DESCRIPTION: DWh' bNDY FCd 5TY LIQUID PLASTIC S P ECIFIC .a 5' 3$yERL o 14*0 Livif 25 % LtwiT__11.% GRAVITY v con TEN T.% SAMPLE PREPARATION UNDISTURBED 'd II ~7 ._w M oef -E sA P E M/ _5.88 9 CONSUMERS POWER COMPANY oS@eTERA /% 2.88 MIDLAND PLANT UNITS I & 2 g g MIDL AND, MICHIG AN W pen" N in'JiN$e 0.5 UNGONFINED GOMPRESSION "^ TESTS 2 14. BORING NO. DG10 TEST SERIES SAMPLE 4 N O. 25 DEPTH B. 5 ' - 9. O ' DATE SEPT l978 TECH. D AMA-GOLDBERG,ZOINO DUNNICLIFF AND ASSOC.,1NC. REVIEWER h . CONSULTANTS IN GEOTECHNICAL ENGINEERING </ 8 PILE 2190 \\

SKETCHES AT FAILURE 2500 l

a i

e z f H g 2000 r[sr No. _unjit W = w> ~m I500 iE =. Q3 i o TESTNO. o = 8 M AXIMUM UNCONFINED l COkPR5551V'E ST'RENGTH z. s24 pst @ = 5.2 % 4 z o O ' -N f z f IFN e 1 i,, I 3 500 p N l TEsr Mo. / i J 1 I I 0 5 10 15 20 i AXIAL STRAIN IN PERCENT 720 C79-18-1 41 i TE57 NO./ SYM80L U25.2 S oll D ESCRIPTION:DARA R}YgN CLAYEY Ll0VID PLASTIC S PECIFIC inmAL e ag contes'rI% "o. 13.2 uMir 19 % uMir 13 % Gravity

^#

S AMPLE PREPARATI,0N UNDISTURBED 5 W HT ecf SAMPLE V 5.82 CONSUMERS POWER COMPANY et5NErYRin. /ba 2.88 MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN W ,E "*M #a*,I"u'OE O.5 UNCONFINED COMPRESSION TESTS 2 u 80 RING NO, DGIO TEST SERIES SAMPLE 4 - N O. 25 l DEPTH .9. 2 ' - 9. 7 ' D ATE SEPT 1978 TECH. d AMi { GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC..INC. REVIEWER 9h CONSULTANTS IN GEOTECHNICAL ENGINEERING / 6 FILE 2190 i

9 SKETCHES AT FAILURE 2500 F ( \\ E ' I> j 2000 W TEsrNo.u3.9.J a: 2g 1500 ao E 2 MAXIMUM UNCONFINED O TEsr no. COMPRESSIVE STRENGTH o 1000 9 50' psf @, i h 9'.3 %. w Je E jf i h y Z / \\ i l 8 ,:/ A 1 2 1 N, i 3 500 j TEsr No. _Y f / f i i O 5 10 15 20 AX1AL STRAIN IN PERCENT 4 'o 7220-C79-181 ~ TEST no./ SYM80L U26.1 so:L DEsCRiprion: GREY MOTTdg {BRCWN SANQY e e( k LIQUID plastic s P ECIFIC .a g" QhER o 14*8 LIMar 20 % LiWir 12 % onaviry w coNTENTA s AMPLE PREPARATION _ UNDISTUR8ED V4 115.5 E w s oef sAMPgE y _6.00 CONSUMERS POWER COMPANY c 56'$ Urn,.in. /ba 2.88 MIDLAND PLANT UNITS 18 2 MIDLAND MICHIGAN W ,,4^3 &Sa^ RTE O.5 UNCONFINED, COMPRESSION t l TESTS S l is. BORING NO._ DG 10 TEST SERIES SAMPLE. 5 N O. 26 D EPTH __ 11.6'- 12. I' D ATE S EPT 1978 TECH. W lh i GOLDBERG,ZOINO,00NNICLIFF AND ASSOC.,1NC. REVIEWER ~9 C CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/ FILE 2190

Y I SKETCHES 'l AT FAILURE 2500 i \\ I i zv. i // j 2000 Test No. u2s 2 w i N w f 1 i h g 1500 l ~= M AXIMUM UNCONFINED i g COMPRESSIVE STREN_GT_H TEsr No. o 9 6 6 p s f @, e = 9.2 % l l l l c 1000 w p' F N E / l 'K i Z / \\ l O / \\ l z p; D 500 j; TEST No. / 1' 1 i f O 5 10 15 20 AXIAL STRAIN IN PERCENT i 72EO-C79-18-1 43 TEsf No./ SYMBOL U 26.2 soll DESCRIPTION: BROWN SANDY CLAY (CL) LIQUID PLASTIC l2 % GRAviTT s PECIFIC i .a !" '"$[R =o 15 6 Liwar-24 % LiwiT_ CONTENT.% s AMPLE PREPARATION ___ UNDISTURBED bE $fu'NIr T4 114.5 iO _W EIG H T. ne f -h sAMP E HV _5.85 CONSUMERS POWER COMPANY otI6'2TER im/ba 2.88 MIDLAND PLANT UNITS I & 2 "g MIDLAND. MICHIGAN W PER EN PER M N TE O TESTS E u. BORING NO. DG 10_ TEST SERIES SAMPLE 5 N O. 26 DEPTH __12.F-11 DATE SEPT 1978 TECH. D IJAJ - GOLDBERG,ZOINO,DUNNICLIFF AND ASSOC.,1NC. REVIEWER 4% CONSULTANTS IN GEOTECHNICAL ENGINEERING / / FILE 2190

i SKETCHES AT FAILURE 2500 e 2 \\ \\ z i >-g 2000 W TEST NO. !s2.!. E W> E 1500 MAXIMUM UNCONFINED m COMPRESSIVE STRENGTH E 1204 psf @,4 = 10.3 % : a. 2 TEST NO. { 8 [ 1% \\ o 1000 W [ \\ f / 1 z

/

N 8 / z / i 3 500 / I TEST NO. l l 1 ( 0 5 10 15 20 AXlAL STRAIN IN PERCENT l 7220-C79-18-1 44 i TEST NO./ SYutOL U 27.1 SOLL CESCRIPTION: GREY BROWN CL AYEY SANCGC LIQUlO PLASTIC S PECIFIC YA R 10'6 LiuiT 21 % LiuiT 12 % GRAVITY a! CONTENT.% S AuPLE PiEPARATION UNDISTURBED $,h((N,T d i20*7 d -3 s Au gE, Y 5.82 CONSUMERS POWER COMPANY DI A 6' TER.,n. Ale 2.g g MIDLAND PLANT UNITS l 8 2 MIDL AND, MICHIG AN W PE J O # n,"N 3 E O.5 UNCONFINED COMPRESSION ^ TESTS 2' BORING NO. DG fl TEST SERIES i l SAMPLE E N O. 27 i l DEPTH

9. I'- 9.6' D ATE SEPT 1978 TECH.

/9 JJA ) GOLDBERG,ZOINO.DUNNICLIFi 20 ASSOC. INC. REVIEWER' l f M(/ l CONSULTANTS IN GEOTECHNivat. ENGINEERING / FILE 2190

1 I { SKETCHES AT FAILURE 2500 i l s a / x i I H i ' i g 2000 l I I { j l l TEST No. W1JU. M AXIMUM UNCONFINED ~ COMPRESSIVE STREN'GTH w 1494 ps f @ < = 7.5 % 2 i E 85UU l l l l l l l 1 y7 ii i i E / N, I i I / \\ !I TEST No. o A Nl l !I I i o 1000 I N I ! ' I w / \\ ! ( I 1 / T i i i u.z ill l l l 1 I I 8 / I i i i i i I 'I 500 l/l .I l 1 l l l TEST No. / l 1 I I / l I i / / i O 5 10 15 20 AXlAL STRAIN IN PERCENT j-7.F_0- C79-18 1 TEsr No./ svusot U28.1 Soit DESCRIPTION: BROWN SILTY CLAY.S ANDY(CL) i ' Nim' Lioulo PLASTIC SPECWIC i5 CONTEN.% LiwiT &l % LIMir 12 % GRAvlTY f 5 AMPLE PREPAR ATION UNDISTURBED ) b .T, Ya ll9.9 e -3 SA P 1 E, 5.88 CONSUMERS POWER COMPANY f i otN'ETER.in. 2.88 MIDLAND PLANT UNITS I a 2 a l .Eds' s'!"~^;E O.5 UNCONFINED COMPRESSION 5 MIDLANO, MICHIGAN W TESTS 2 i u. t DORING NO. DG Il TEST SERIES SAMPLE 12 N O. 28 DEPTH __ 17. 8 '.- 18.3 ' _ D ATE SEpr 197a TECH. D LL4 r GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. R EVIEWER 9EArd CONSULTANTS IN GEOTECHNICAL ENGINEERING / ff FILE 2190 t

3 i i SKETCHES j AT l FAILURE 2500 ~ CGMP,RESSIVE STR_ENGTli i p E 2155 asf @ e = 8,0% l \\ j f b MN i 1 g 2000 f %,h s j I l 1 i 2 g j TEST NO. 0291 i V i e / j w I l t I l 4 m 1500 \\ e / I } 1 i wx J \\ l / o f TESr NO. I I l 8 'O 1 I l l / f 7 I i i i E t u. I z 1 i i I l O 1 I i i I I I z 3 4 j 500 l l l t i i lg ) i l .I i l TEST NO. i r hl l l t l O 5 10 15 20 j AXIAL STRAIN IN PERCENT 1 7dO-C 79-181 46 4 TEST NO./ SYMBOL U 29,l S oll OESCRIPTION: OREY[R k6.A CLAYEY LIQUID PLASTIC S PECIFIC 3yjy[g' m i 11*5 "'I = .a 5 CONTENT.% S AMPLE PREPARATION UN DI'STUR B ED 5"! ANITIAL E Elsfe'e, n m.2 ei56'jagE, sA 3.30 CONSUMERS POWER COMPANY g ET E R.in. l.40 MIDLAND PL ANT UNITS I a 2 MIDLAND, MICHIGAN W " # " % 5'"^3 E O.5 UNCONFINED COMPRESSION ,E N TESTS 9 u. i t BORING NO. DG 12 TEST SERIES SAMPLE .2 N O. 29 DEPTH 3.O'.- 3.4' D ATE SEPT 1978 TECH. O IML GOLDBERG,ZOINO,DUNNICLIFF AND ASSOC.,1NC. REVIEWER WE&s CONSULTANTS IN GEOTECHNICAL ENGINEERING / / FILE 2190 I

i SKETCHES { AT FAILURE i i 4 a. I a i z /s 8 g 2000 Test No.111!J. 4 1 m W 2 m 1500 1 m w E t 2 4 o TEST no. u o 1000 W l UNCONFINED [ t COMP'RES'SlVE ' ~ ~ = z STRENG'TH l o 5 04 p s f @, e = 15.0% Ii l I"l l l l 3 500 l jrF l TEST NO. i J& f v" [ I l ) O 5 10 15 20 AXIAL STRAIN IN PERCENT 1 7220 C79181 N i a TEST NO./ SYM80L U 31.1 Scil DESCRIPTIC N: GREY EROWN SANDY CL AY (CL) LIQul0 PLASTIC S PECIFIC i 80pf,' =o 13*8 Lluir 22 % Liuirly. gravity 3 CONTENT.% S AMPLE PREPARATION UNDISTURBED !:b f W 11 0.7 w s o,, -5 SAMP E Hy 6.00

g CONSUMERS POWER COMPANY 3,gyrre.in. A 2.88 MIDLAND PLANT UNITS I S 2 u

MIDL AND, MICHIG AN W i pen"EUin*,IiNEE O.5 UNCONFINED COMPRESSION 5 i TESTS 2 ti. BORING NO. DG l2 TEST SERIES SAMPLE 6 N O. 31 DEPTH JOJ-il.2' D ATE SEPT.1978 TECH. t) IM1 GOLD 8 ERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. R EVIEWER ' VEAxa FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING V / I r-

SKETCHES AT l l l FAILURE l 2500 I l i l i I E i 1 ! I l l I l !!! l l l l 1 W l ! I l l I i i ~ l l l g 2000 g g TEST No. E i I f ! l I i i i Ii i l i tu i l l I i ! l l l I i l l l I ! I e i ! ! ! I l l I 1 l l l l l I ! !l ! l l 1 iUNCONFINED L_ TEST No. O ! I i l i i l l l ICOMPRESSIVE; i i l ! 8 1 1 i l l l l t ISTRENGTHl 1 0 I ! l 1 i l 1813 psf @e = 15.0% j i l L,' l l f l ' ' z 1 i l i l I I I MM~ lll l l l \\(\\ / 8 i l i l i M i i i li I i \\ 1 I i I i l I l t I 500 } } t[ { jjj l l l l l l l TEST NO. U3 f.2 ! l/l Ii l l ! I I i l If I l ! iiI l l l l l ~l l ^ f i l l l l ! I i l 7l i i l i l 1 lI i l i O 5 10 15 20 AXlAL STRAIN IN PERCENT 45 TEST NO./ SYMacL U 31.2 soil DESCRIPTION: GREY BROWN S ANDY CL AY(CL) LIQUID (gggy 2l of, (gggyPLASTIC l 2 of, gggylyy S P ECIFIC 6M 4TI AL a5 CONTENT 1% S AMPLE PREPARATION UNDISTUPBED '.Def W H -5 SAMPLE 5.88 CONSUMERS POWER COMPANY o,2688t"ER in. 'f T f MIDLAND PLANT UNITS I & 2 u MIDLAND, MICHIGAN P EJNUI,*J,"NJ",, 0.5 UNCONFINED COMPRESSION ^ TESTS BORING NO. DG12 TEST SERl2S SAMPLE 6 N O. 31 DEPTH l 1.2.- 11.7' DATE OCT.1978 TECH. Il f:U r. GOLDBERG,ZOINO,DUNNICLIFF AND ASSOC.,1NC. REVIEWER 4% CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2190

t 3000 g 1 1. MAXIMUM UNCONFINED SKETCHES I - COMPRESSIVE STRENGTH AT 26 67 p s f @. e = 13.2 */. FAILURE i i

~%l l

I i / th I ! I I I I i i / K I l I ! I i 'fl I\\ l E ! l /I l _ i b i I l i i i i i /i i l I i I j H i i I

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l I l g 00 j,,, j mT ho. E /i ; I i i i l i i / i 1 I i l i + r i t/

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l l i ia l l l l f,! f ll 1500 l E / I I i i. t i

/

i ' I ! I i i ! ll I I I i i TEST No. o i 4 gi

i < !

! ! i l ! l 1 ( l J' i-t ! 6 i i i i ! I I i O /- l I i i i i I ! ! I I i i E / i i i t i i i I ! i l I z / ! ; !I I ! I l i I ! I I g i i i j i i i i 500;,j , l ; , } 7gST NO. Uf 77.1 / i i i i I ! l I i ; i /, ! i I i i l i l l l l f.,'i ii;i i ! I I l 1 I I [>

l i! I '

i l l l l 1 i! l 0 5 10 15 20 AXIAL STRAIN IN PERCENT 49 72EO-C79-181 TEST No./ SYMBOL Ul77.ll $0iL DESCRIPTION: GREY BROWN SANDY CLAY (CL; LIQUID PLASTIC S P ECIFiC 'Opf,' =o 13.2 LiwiT 2 5 a/. LiwiT. 12 % GRAVITY y, .a 5 CONTENT % SAMPLE PREPARATION UNDISTUR B ED 5 s'_oceto 121.9 w 8 sawegE Hcy 5.90 CONSUMERS POWER COMPANY ei A b,ETEOn. A 2.87 MIDLAND PLANT UNITS I & 2 g MIDLAND, MICHIGAN ,E4^=5a^ RTE O.5 UNCONFINED COMPRESSION TESTS BORING NO. DG 13 TEST SERIES SAMPLE 6 N O. 177 DEPTH 8.7 ' - 9. 2 ' D ATE OCT.1978 l TECH. 6 W1 { GOLDBERG,ZO:NO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER 9i' CONSULTANTS IN GEOTECHNICAL ENGINEERING v' FILE 2190

SKETCHES AT FAILURE 5000 i l I .l. _. 1 I r I I l M'.XIMUM UNCONFINED = E I i l l l C 0k PRESSIVE STRENGTH: Ij l l l , 6 3 6 p s f @, * = 7.2 % l i i l l I I TI I I I I e 4000 z 1 i l i a,. l l J l TESr No. E I i I fi \\1 i i i i /l i N I w i I I I (l ! l\\ l i 2 i i i I/ ! I I i l i l I 30 0 l I I r/ \\1 f I I i l i I f I i CT I I I I I i/ i i l l\\! I II I TESr No. o I t ' /l l i \\l ! l l I 1 ' I I' I 3 ' 2000 w I I/ : i I i \\! I I l ! I I e E ! i /; ! i i iNI l l t 1 i z i i/ l I i Iii I,\\ ll I I i i I i t 8 7ii i I ! ! iP I I I I i i i i ( z i fi i ' i ; i ; j iji j l l l l l l \\ '000 if l i l

I i 1 i li i

I ! 1 I I TESr No. uiss i / II I II I I ! I I I i l I i /i i I i i i i li I I I i /l i i i ! I I I I I I /I I I i I ! l I I l l l 1 0 5 10 15 20 AXI AL STRAIN IN PERCENT 7220-C79-18-1 Su TEST. NO./ SYMBOL U l 8 6.1 SolL DESCRIPTION: GREY SANDY CL AY (CL) LIQUID PLASTIC l 2 % GRAVITY S P ECIFIC Liggy 2l INITin of, Ltyly y, 5 CONTENT'A S AMPLE PREPARAriCN UNDISTURBED $E '"u'N 1 8d l 2 6,l 5

5ESTYe".a SIYPt.E g

4.97 CONSUMERS POWER COMPANY a 2.82 MIDLAND PLANT UNITS I & 2 e MIDLAND, MICHIGAN .E40 &SJ,"NJ",, 0.5 UNCONFINED COMPRESSION ^ TESTS BORING NO. DG 15 TEST SERIEE SAMPLE I N O. 18 6 DEPTH 2.7 ' - 3. I ' D ATE OCT.1978 TECH. /> U v A J.- ~ GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER C-ff-wt CONSULTANTS IN GEOTECHNICAL ENGINEERING c/ V-FILE 2190 L

f 6000 l MAXIMUM UNCONFINED A I COMPRESSIVE STRENGTH I FAILURE l 5180 psf @,e = 8.6% l i I 5000 I I I I/ I \\ l 1 1 I I V i i i i E. i i I i /. 1 \\ lI [ t i I /l l l \\ l I I i l 7 i (I l i i i i H I i 1' I liI g 4000

, ;j l

l . ; g; TEST No. E I I i/ I I i iK 1 ! if I I i iI\\ I w I I i/ l I i lN I I i i 3000 i ! ' ll I' ' II I ' I m i ! I/ I i I ! ! I I i 1 1 I E i I /l ! l 1 I I i i i i/ I ! II I l l l I i TEST No. o I !/' I i i i l I i l l l 1 e 2 = o' l ;il l

lll, ll'l lll ll, i !

I i i i i !i il I [ i [ l / z i /; I i

i i

i l 1 i l i i I ! j j O ! /I I I I t i i i : I i i I I I iI j I ' ! I I ' ' I I I I ' ' ' I I ' 1000 /I I I

I I I

! I i i i l I ! I i l l TEST NO. Ul88.I fI I I i ! l ! l l l l l l 1 1 I I I /! l l l 1 l l 1 l l l l l l l i l ! /i i I i I lI ! I i l l l / I I!I I I I i i lI i I j i O 5 10 15 20 AXIAL STRAIN IN PERCENT 7220.C79181 TEST NO./ SYM80L Ul88.1 SOIL DESCRIPTION: GREY SANDY CL AY (CL) LIQUID PLASTIC S P ECIFIC 4NIML yyg7 20 -% uMir 12 */. GR Av Tv J8 CONTENT 1% S AMPLE PREPARATION UNDISTURBED 5E '"u'rIiY' E4 12 9.9 N $ 0MPIE 5.94 CONSUMERS POWER COMPANY g,giffYe*m 288 MIDLAND PLANT UNITS I & 2 j u MIDLAND, MICHIGAN PER E PER MIN E TESTS l 80 RING NO. _0016 TEST SERIES l' SAMPLE N O. 188 DEPTH __ l. 8' - 2.3' D ATE OCT.1978 1 TECH. O o M r-GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC. REVIEWER GM FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / //

6000 I! l l -l SKETCHES AT l g ( FAILURE I I I i 5000 l l l l l 1 l MAXIMUM UNCONFINED l I I l l l l l COMPRESSIVE STRENGTH I .E l I t i I l l l416 6 psf @, * = 8.2% i [ l I 1 l l 1 I i l l I lil i I i : I I t /% i i i l I l g

4000, g

y! g; j g Tesi no. E i l l i VI l \\' I I I i ! I i /i i I\\. ! I 1 i i 1 /i t I i iN I i i l w i I l 2

i i /

t t i I : \\l i i l i E 3000 l : ; i/ i. '! I I h. I i ! M i i / I i i \\. I I ! I i I /1 i i \\ i i l I I reSr no. o /t

i ; i i I 4

i i I I4 I 8 2000;I f-

; ; i I l l l

1 i I ! I I ! i ,f E / ! I li ! ! I l z ! 11 l I l 1 ! II I I II 8 7ii i i i ! i l i i ! II ! I Ii T z y: l ; i ; j i i ;

i! l t

i 'U ./ i i

i i i ! i i i i i i lI i i TcSrao fr )

fI i i

i ! I i j i l I I l

l ! { t t ' l ! I i i iii I l l I fi i i ii! l ! iii l i i i l i /i I ii i ! I i il i i li l I i O 5 10 15 20 AXIAL STRAIN IN PERCENT D.n, 722.0 C7948-1 TEST NO./ SYMBOL Ul92.1 solL DESCRIPTION:8ROWN MoggGREY SANDY LIQUID PLASTIC S PECIFIC l f ui 8yER o 13.4 Liwar 26 % LIMIT. 12 % GRaviTv i J5 CONTENT.% S AMPLE PREPAR ATION UNDISTURBED w f$ Iif 4 to 12 0.5 SAMP E, 5.85 CONSUMERS POWER COMPANY g, gift"ERJn. ETF MIDLAND PLANTUNITS I & 2 u MIDL AND, MICHIG AN ,E4N's'a'J"T, 0.5 UNGONFINED GOM.oRESSION TESTS BORING NO. DG 17 TEST SERIES SAMPLE 3 N O. 192 DEPTH

17. 2'- 17.7' _ OATE _O CT.1978 TECH.

G) i M1 GOLDBERG,ZOINO,DUNNICLIFF AND ASSOC.,1NC. REVIEWER NFhu CONSULTANTS IN GEOTECHNICAL ENGINEERING </ FILE 2190 ,.~2 -.o

I i I i I - f SKETCHES I AT l FAILURE 1 I i I ( 5000 1 I l l l l l t i I I I i i I I I I i I i. l l I I I I i l 1 l z I I I ' I I l 3 I I I 4000 l l l l 1 I1 l TEST No. MAXIMUM UNCONFINED. = Q: I I I I i l I f I l COMPRESSIVE STRENGTH I I j i i i i 312 0 p s f @, ' = l 1.6 % ^ h2

! I I i

I I I I I i l l l l 1 l ' ' LO' I I I I l l i I i Ui 3000 ' I i '/ I I I\\l ! I I y i ! i a: If ! l t i i\\ l l l l I ! l / I ! l' i Il \\1 I I l l ! TEST No. i ! I/ ! I i l i i l I hi l l { j 8 I ' I I ' ' I I I ! I I I ' I ! c 2000 y l I '/ ' I I I t i I I l l l I > t I l i ! l I i i I E g if

i i i ! !

I i i i t t i } I o

/

i i ' i i j ; i l l ! f i l e i 5 ' I I I I ' I I i i 1000 ,/ ! l ' i i l l l j l l TEST No.Ui931 4 I i 8 ! ! ! l I i i l I i I i ! ! ! l l ! ! ! l I J i ~ / i! I i i i ! ; i ! i i i : i i / Ii! I I i i i i 1 l l 1 l 1 ; -~ ~ O 5 10 15' 20 AXIAL STRAIN IN PERCENT 7220-C79-18-1g 3 TEST No./ SvusoL Ul93.1 soit oEScRiPrioN: oARK GR M CL,LEfe TT ROWN $A D y LIQUID PLA$ric S P ECIFIC EEE "o 11*9 LwT E % uw:T 12 % GRAVITY ( a a5 CONTENT.% SAMPLE PREPARATION UNDISTURBED $g INITIAL gg g Nl 8d 126.9 g -g SAMPLE V 8.69 CONSUMERS POWER COMPANY oiS6'ErYR in A 3.90 MIDLAND PLANT UNITS l S 2 u ) MIDLAND, MICHIGAN i Pra"^U E 'iN$t 0.5 UNCONFINED COMPRESSION ' * " ^ TESTS BORING NO. DG 19 TEST SERIES SAMPLE I N O. 193 DEPTH I.3'- 2.O' D ATE OCT.1978 TECH. 0 kW - GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER _ Ji6 n/ FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING V 6 i f._,. -n. _ m-

I SKETCHES AT l FAILURE l I i i I i lii a h II I I 2000 l I l l TEsr no. E l I I t l l i ili ! I i ia i I l i I' I i I ' I I I I E 1500 ! I i i l I ! l 1 ii! l i y i e ! I I l I l o. TEsr no. l l l q o I ' I ! ' ' I I I ! I I I I o 1000 i I I ! l ? ! I i i i l i I ! y I i i i i ! l ! I i l I l l { c t z l i i I i Il l l l i I } } l Oo i ! I I i i i ii . U NCONFIN ED i i i i i i il l I. COMPRESSIVE I / 5 500 I 1 ! I i lil l l 1 l l l STRENGTH l l Test no. uis4.s I i i l I l ll l l 12 50 p s f @, * = 15.0 % i l i I i i !i i I I lW9l~ li i l I /i l i I Ii iI l !I I O 5 10 15 20 AXIAL STRAIN IN FERCENT 72E0-07913.

TESr No./ SYMBOL Ul94.1 so:L DESCRIPTION:QREY BROWN S ANDY CLAY (CL)

LiculD PLASTIC SPECIFIC Liwir 27 % Liuir 13 % GR Aviry 2_J.3 igpf,' g 7,3 a! CONTENT.% S AMPLE PREPARATION UNDISTURSED ! jNl 8d 107.8 g -3 s a M Pi. E H/ 6.00 CONSUMERS POWER COMPANY 9 ei56'EEm*m /ba 2.88 MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN ,E4'U #W"NfrE O.5 UNCONFINED COMPRESSION ^ TESTS BORING NO. DG 19 TEST SERIES SAMPLE 9 N O. 194 DEPTH 12.9'-13.4' DATE OCT.1978 TECH. G 44J/ - GOLDBERG,ZOINO,0UNNICLIFF AND ASSOC..INC. REVIEWER Q Cl % +1 FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/

4 1 { c j SKETCHES AT FAILURE i l l 2500 g g I l l a i i l I [ l l l l H I I I I i i l l g 2000 TEST No.

gg
; g ;

i E I I I l l ! l i 1 i I i w i i 2 I i l l l l I I I l 4 g 1500 }j g, q g ,, ; 4

i l

4 UNCONFINED Ii i i l COMPRESSIVE I TEST No. o l l ;l i I l l l ISTRENGTH l l c 1000 1-w 1 I I i 1 il l l l l ~ l {) l I [ [ t i i ! l 1 i M z I i i i I tM l I I l O _i i i i M! ! l ~l i Ii i l I i j I I I 'I 500 I i fl ' i i i i i i i i i l l l l l TEST No.Q122.1 i /~ l i lI i i I l i l I i i I /i i l i !I I I I i l i l ! l fiiiI i ! Iil 1 I i Il [ /t i1 i Ll Iii i i i i l i O 5 10 15 20 i AXIAL STRAIN IN PERCENT 7220-C79-13-1 TEST No./ SYu8oL U202.1 Soit otsCRIPrioN: BROWN SANDY CLAY (CL) LIQUID PLASTIC SPECIFIC animL uun 20 % uusT_.lL% GRAviTV ai coNYENTI% "* I I'0 S AuPLE PREPAR ATioN UNDISTURBED !5.2N'.a v4 23.0 -! OlAkgP E, 5.73 CONSUMERS POWER COMPANY sA l l ETER.in. TTT MIDLAND PLANT UNITS I & 2 i MIDLAND, MICHIGAN ,Ed'U L'a^rT, 0.5 UNCONFINED COMPRESSION TESTS BORING NO. DG 21 TEST SERIES SAMPLE 5 N O. 202 DEPTH I l. 2 ' - 1 1.7 ' O ATE OCT.1978 TECH.

1 A l d 4 ___

GOLDBERG,ZOINO DUNNICLIFF AND ASSOC. INC. REVIEWER 9 fA'" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING </ g ~

f' SKETCHES AT FAILURE 2500 g g II i I l E 1 I I I i S I Ii I i i I I I I I I i l I g 2000

j i i ; }

TESr No. E I I i I } I f l w I l l i 1500 I I I I I I I y i ! I 1 I I l 1 i I m I i l i I l I I i i i i i l I i l l l TEST No. 8 I I I I I I I { l j i i i i t iI I i l I i i I i i o , con w I II I I I i 1 i i i i l l l l [ l ! i ! i l l I =, l UNCONFINED ! z i ! I I ! I I l l iCOMPRESSIVE k / O I I I i i I l ! i i l l,,.STRENGTHI I [ l I ' f 6 psf @ v s i.O */. i 500 I i ! l

1 1 1 l

l l l l l j l TEST NO.td19.ll i t i ! i l I I l l t' i l i I ) i l i i ! ' 1 - ^ i i ! l l t W 'I I I I /'I i I ! I I lI I O 5 10 15 20 AXIAL STRAIN IN PERCENT 56 72EG-C79-18-1 TEST NO./ SYM80L U203.1 Sc:L DESCRIPTION: 8ROWN S ANDY CLAY (CL) LIQUID PLASTIC S P ECIFIC 8yyER LIMIT % LIMir. 12 v. oRaviTy e "o 13*5 CONTENTS S AMPLE PREPARATION UNDISTURBED E eef II

w

-5 S A M P t. E y 6.00 CONSUMERS POWER COMPANY i e r56'Efe',*in. /ba 2 88 MIDLAND PLANT UNITS I & 2 t u MIDLAND, MICHIGAN ,E,"^U E5"*j"rc O.5 UNCONFINED COMPRESSION i TESTS i ( l BORING NO. DG 21 TEST SERIES lL SAMPLE 5 N O. 203 { DEPTH 12.I'-12.6' D ATE OCT.1978 TECH. ?!lL~4i GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER d U,,* CONSULTANTS IN GEOTECHNICAL ENGINEERING g/ FILE 2190 r

N SKETCHES AT FAILURE 1 2500 l I a e i Z >= g 2000 TEST No..___. w= -= M.AXIMUM, UNCONFIN.ED w COMPRESSIVE STRENGTH Os I s 1500 j 4 = \\ TESTNO. _ o / \\ o 1000 g \\ w t i [ \\, iE l z e / s I I ~~ f f 3 500 TE T No E l I l / ( l f 'I

l I

O 5 10 15 20 i, AXIAL STRAIN IN PERCENT l 72EO-C79-18-1 57 i TEST No./ SYMBOL U 211.1 l soll DESCRIPTION: GR EY b .WN SANDY CL AY(CL) LIQUID PLASTIC S PECIPic i LIMIT 1*/ LIMITd */e GR AVI QIyER .a g c O N TE N T.% S AMPLE PREPARATION UNDISTUP3ED 'o 12.8 en !E $[$$.L re li s.7 -5 sawegE %/ d5.9 CONSUMERS POWER COMPANY t c:56'Errm..in /ba 2,77 MIDLAND PLANTUNITS I 8 2 u W MIDLAND, MICHIGAN ,E ^ p t,$,11N a E O.5 UNCONFINED COMPRESSION 5 f TESTS E I BORINc DG22 TEST SERIES SAMPLE 7 N O. 211 DEPTH 1._I.61 12.2' DATE FEB.1979 TECH._ LiF M e GOLDBERG,ZOINO DUNNICLIFF AND A530C.,1NC. REVIEWER She FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEEPtNG

ff

---a-? _u.m a-- m-:-,-----h-e,_ -nr--,u--,- w w -g---+av-----m-w -+ -w+--e---y. e--t-ee'- F

II I I SKETCHES I l l AT l FAILURE c I L i i l I I i l I I l l 1 I i l i l l i i l l I i l i ! ! i l ! l 4 ! I l I i i ~ E. I I i l Ii i l i l I i l l I ! I i l 1 i l l I! l l l 1 H i ; i l l ! I I i l I i I I i i I t ! l I i ! ! !l l l l l l l ; 1 i TESr No. ! l l l 1 i ! I I l i i I i : I ! i i l i l l i i i w

i i i i

! l l 1 l ! I i l i l i i 2 1500; i ! l l 1 i i i I l ! I I I I m m l. i i

! I I I l l 1 I

. ( i , i ' i l I t i i l l 1 i ! i I I I j i l I l l i TEST NO. O i t 4 i l i I l ! l I I I I I O I I I 4o 1000 w I i I i I =. UNCONFINED L 4 Z l i i l l i ; COMPRESSIVE i z i i ! I - ! ; i STRENGTH O 6 i l i 3 6 5 p si @. < = 15.OV. \\ ! I 'i j I I # I I 500 l i j l l j l l l l l [ t l l TEST NO. U983.1 i i i;

;} i W-i i i i I i i i i i i

IM~l I! l Il l l i l l i II O 5 10 15 20 AXIAL STRAIN IN PERCENT Oc 72iG-Lis L&.,. TEST NO./ SYMSoL US 83.1 Soil DESCRIPTION:9.R.EY SANDY CL.W (CL) i . LIQ UID PLASTIC S P ECIFIC 'nyp,' wit 20 */. twit.12 % GRAviTT =o 13.5 ai CONTENT */a S AMPLE PREPARATICN UNDISTURBED 10 9.2 w H oef

3 SAMPLE i

M/ 6, $ 0_ CONSUMERS POWER COMPANY 9 or$2N,*in A 7.87 MIDLAND PLANTUNITS I & 2 i MIDLAND, MICHIGAN .En"^l. Min',I"N$E O.5 UNCONFINED CO.MPRESSION ^ TESTS l BORING NO. _DG 23 TEST SERIES SAMPLE 7 N O. 983 i l DEPTH

10. 7 ' - I I. 2 '

D ATE OCT.1978 i TECH. O A fwAt GOLDBERG ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER 9(&ruA CONSULTAMTS IN GEOTECHNICAL ENGINEERING / v FILE 2190

j j {- l l !I SKETCHES l l- ) i AT

; l l l l

FAILURE

i li l

i I 6 I I I l l 1 1 I I I I ii h I I i I l i i I i ! l l i i i l E A I iMAXIMUM UNCONFINED l l i i l i i l COMPRESSIVE STRENGTH I l i H i I 5 l 13 6 64 psf @, * = 6.6% l ! l l g 4000 TEST NO. , i

; j E

l M;l i ! l I l i i i [ l T* < i i l l l i i I if

' \\' I I

i I l i i w 2 / ! \\l I i i l i ! l ! I g 3000 j lg; ,, ; g E /' ! I l\\ l ! i i i l l l i i ! / I III ! i lI l l l l l i i TEST NO. _ o / i

li 2 i I i i I l

! I i l i / i l' t i : i i i ! I l ! i o 2000

f

\\ i i ! ! ! l l l l l w a f [ / i \\ l i i i ! ! i ! I z /: : i i :\\ l I i ! I I i i 8 / t l'\\ I i ! : i i i I Z [

;)

j i l l ; j - i 3 1000 g., \\ , i { l l l l TEST NO. QjlUf.J /: i i i ! i

i i I: i I i i i ! i

]' f ! ! l I i i ! I l l i l I i l ! j/ I : i i i l i i i i i-I i i I J i i i i i l l l l I i l i i l i O 5 10 15 20 AXIAL STRAIN IN PERCENT 59 7220-C79-18-1 TEST NO./ SYMBOL V616.1 SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CL) LIQUlO PLASTIC S P ECIFIC LlwiT 2I % LiwiT I2 % GRAVITY 'Olyg',' ,,o 10*i vi a8 coNTENTA S AMPLE PREPARATION UNDISTURBED rI!f'g Ed 127.0 g SAMPLE H/ 4.G 8 CONSUMERS POWER COMPANY g ei567UEe,n. /be 1.95 MIDLAND PLANTUNITS I a 2 u MIDLAND, MICHIGAN .E4;U #P,!",^aE O.5 UNCONFINED COMPRESSION S TESTS BORING NO. DG 24 TEST SERIES SAMPLE I N O. 616 DEPTH 1.O'-1.4' D ATE OCT.1978 TECH. 4 Uud /. GOLDBERG,ZOINO.DUNNICLIFF AND ASSOC.,1NC. REVIEWER 7h CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2190 ~

h l I I SKETCHES l l l AT 1 9 ;.l l l FAILURE l l l l l l l-i i I I ! I 'l 2500 g;;; i E ~ ! Iii I ii l i Ii i i ! ! I i ! : i l I i I I i i l i l' l l I I i i l l I i i : l l l 1 w i ! ! t i I g 2000 TEST No. ! I i i i l l I i i i i t i l I i ! l ! I l ' I

e ia i ! I i i e !

t i ! i ! ! i l i ! 2 l I i ! i I ' : i i i! l 4 m 1500 . i ! I e I i I m i i i i ; i ! i I ! ! I i l ! I i : i i ! I t ! I l l I i l l i I TEST No. o i i i i ! ~ r MAXIMUM UNCONFINED I I i ) t i i ! COMPRESSIVE STRENGTH I i g IOOO i 750 p s f @ e = 8.9 % 1 i + 3 ; t f i i i I i l i ! ! ! I I I k i E / m Z Qf ! I I I I I l l l l i 8 fi ; i I: Ni I i I i ! I I ( z i f e j .X jiii i ( ; 3 500

:f ;

il N ;

j ; -l TEST No.uss4.i

/ 1 i i ! ! I i i : I I I I I I /! t i ! I i ! i i i li i i l I g I i I I i i l i I l I I i I 7:,,: i i i i I i I I i i i II i I O 5 10 15 20 AXIAL STRAIN IN PERCENT 60 7220-C79-18-1 TEST No./ SYMBOL U984.1 soil DESCRIPTION: 8 y LhDkR] GREY LF)UID L JIT 4 fo LIMITPLASTic l2 /e GRAVITY S P ECIFIC QjyER vi l3*l i a5 CONTENT.% 5 AMPLE PREPARATION UNDISTURBED b Ni d i t 8*4 w ed -5 sAw et56,ETEdin. 2.88 MIDLAND PLANT UNITS I a 2 GH MIDLAND, MICHIGAN ,E4%'#!e!"N3ElO.5 UNGONFINED COMPRESSION ^ TESTS 8ORING NO. DG 26 TEST SERIES SAMPLE 7 N O. 984 DEPTH I 4. I ' - 14.6' DATE OCT.1978 TECH. b I L& GOLD 8 ERG,ZOINO,0UNNICLIFF AND ASSOC.,1NC"~ REVIEWER 4CMA FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING V f v = M ~

a SKETCHES AT FAILURE 12,000 10,000 TEST NC. 4 t -r3(MAX)s7150pst i d" < = 15.0% il I II b-8000 l l .l 1 8 q y / - x y [ I l TEST NO. / F-g sOOO f / l l f wa / [l 1 I r Ii/l i Ii 4000 g/ ) l TESTNO. i I l/ I/ [ j l 2000 1 1 J \\ f I TEST NOT22EO.I g 0 5 10 15 20 25 AX1AL STRAIN IN PERCENT 6^i 7220-C79-18-L INITIAL CONOITIONS BEFORE FINAL .g SOIL DESCRIPTION: BROWN MOTTL-

4EYSAN0fC AY CONDITIONS SHEAR CONDITIONS (CL}

g g ugu,g payc ,, p, t-ei Liuli 22 % LlulT I 3 % 6 A AVITY z 4 Ei @ E =$ $ U. 5 55 5 Q' yE f a* 0- E. U$ Y S. 5 sE os z# El 1E l;;i SM j$ E,.* ga. CONSUMERS POWER COMPANY E ag Jy $< *iti 23 32 25 jg og wy MIDLAND PLANT UNITS I & 2 Eg cu !* =5 TRIAXI AL COMPRESSION' g) wg,g d;;; gd MID L AND,MICHIG AN g> l;; Ez de 30 a. s g8 gg $3 y c 01 TESTS (uu) {i Eg is.2iis6 i72s BORING NO. El TEST SERIES SAMPLE I NO. 228 DEPTH 66,67-17.I' D ATE FEB.1979 TECH. Il LL4't GOLDBERG,ZOINO,0UNNICLIFF a ASSOCIATES,1NC. REVIEWER _ < VSm FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / g

SKETCHES AT FAILURE 6000 j r -a (MAX) = 4910 psf c e s a s10.0 % 1 5000 TEST NC. l / l ^%%m i j a / ~ b" / -b 4000 t i m m / w / m TEST NO. y ] 4g 2 3000 i O /1 I I 1 I 1 w O l ) g j 2000 j TEST NO. l I l i ! l t l I I 1000 l _ TEST NO.T136.0.1 O 5 10 15 20 25 AXIAL STRAIN IN PERCENT7220-C79-181 62 INITIAL C' NDITIONS BEFORE FINAL W SOIL DESCRIPTION: BROWN SILTY CL AY(CL) g = CONDITIONS SMEAR CONDITIONE z p p a 1 E si @ E =5 uwir 46 % uwiT IT % GRAVITY =N N U. 8 Eg E h# E E" 2 E* 0

5. $$ S.

5 s y" oe EM ". a ;. 2E O z- 0W $$ E,.* h a. CONSUMERS POWER COMPANY or MIDLAND PLANT UNITS I a 2 lw d$ $y E ag w $g dE $ti $=$y" a ;g== i w '!y E 0 MIDLAND, MICHIGAN g Sz w e = c8 25 =5 TRIAXIAL COMPRESSION E8 gg $3 y c; >" TESTS (du) [ E 24.7l04.3h8 21u0 - 0.5 BORING NO. GI TEST SERIES SAMPLE 5 NO. 136 CEPTH 25.8'-26.3' DATE FEB.1970 TECH. 0 W e - GOLOSERG,ZOINO DUNNICLIFF S ASSOCIATES,lNC. REVIEYiER C/Wu FILE 2190 / // ' CONSULTANTS IN GEOTECHNICAL ENGINEERING

t l SKETCHES AT FAlt.UR E 4 6000 's _*3 = 45 50 p s f

= I 5.O */. !

4 5000 TEST NC. j,- / { / / d4000 I/ i e / m -/ w m TEST NO. I l g 3000 /' l e l t s 5 / c j / 1 I 2000 il 1 t TEST NO. /l / \\ E I i l 8 l 1000 ll l t ! / J\\ l TEST N0.d490 1 0 5 to 15 20 25 AXf AL STRAIN IN PERCENT g3 7220 C79181 INITIAL CONotTIONS BEFORE FINAL .g soll DES CRIPTION: GREY BROWN SfLTY CLAY,$ ANOY CONDITIONS SHEAR CON 0iTIONS SPECIFIC (C uQ 0 plasm t =5 uwiT 30 % umiT I4_% GRAVITY $l W Ee =i = 5 g =# 0

5. Ug a#. 0 5

G5 a g# gr ~ } s t' as EW $.; e 04 ON 12 a.: g= CONSUMERS POWER COMPANY i 3 zg gg jg og ,E MIDLAND PLANT UNITS I S 2

s sy 3s i* b" gg gg wg,g ig g5 MIDLAND, MICHIGAN g

a a 2

a. =

g_ r g zu !* =[ TRIAXIAL COMPRESSION s g8 gg !! j c Eg TESTS (uu) [, E i7.sil2. sin1296 - 0.5 BORING NO. RWI TEST SERIES SAMPLE 2 NO. 149 l DEPTH 15.3'-f 5E DATE FEB.lo79 TECH. 6 M--Lt-I l GOLDBERG,ZOINO DUNNICLIFF 8 ASSOCIATES,INC. R EVIEWER C f.e~ " FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / /

12 5 ~. - ,%=- SKETCHES I AT FAICURE

i 6000 i

l i 5000 TEST 400. E l~ b" l = ri-F3 JMA,X,),a 3200 osf l 4o00 @,* = l0.0 % l i m i m tu f a TEST NO. l H* m ,m 1 m 3000 l / l-o l / l l 1 / b l '(l l l 1 \\ 2 2000 l /l i II l iI l l 1. } l TEST NO. j f l l I l / I i t r, i l 3 IOOO -p, 3 j ) l ~ l l f i f TEST NO.T9990.: i [ g O 5 10 15 20 25 AXIAL STRAIN IN PERCENT g4 7220-C7918-1 INITIAL CONDITIONS BEFORE FINAL .g SOIL DESCRIPTION: BROWN S ANDY CLAY (CL) g =CONOmONS Eg SHEAR CONDEIONS p i:: =s uuiT 21 % uuiT 12 % RAviTv 1 f.s 5i W =# a

E~ 5 Eg

$# gy * = ~ 0

5. $$

~~ R. SW *1 2E t;i ON $$ E-ga. CONSUMERS POWER COMPANY N B E' as E gg sg og wy MIDL AND PL ANT UNITS -l 8 2 E _a gd sg g" a! $s {_,3 g wh ig di:; 30 MIDL AND,MICHIG AN h g SE h 5 =! TRIAXIAL COMPRESSION ll1 i !3 y c; !=== TESTS (RR) E is.O i20sMi ils0 0.5 ~ BORING NO. RW4 TEST SERIES NO. 999 SAMPLE. DEPTH-1 1-l 2. I' D ATE M AR 1979 1~ l TECH. UI ~ GOLDBERG,ZOINO.DUNNICLIFF & ASSOClATES,1NC. REVIEWER %" FILE 2190

CONSULTANTS IN GEOTECHNICAL ENGINEERING e/ /~

~

6000 I l l l l l l l l l l t NOTE: SAMPLE STAGE i l SKETCHES { CONSOLID ATED ( 0,1872 psf, l FAILURE I 2664 psf,31,68 psf REBOUND 1 7 ' 4ooo l l l TO 2880 psf). SAMPLE l l l l b-1 I I SATURATED PRIOR TO l l l l v7 l l l CONSOLIDATION. I l l I / I E I l l l l l l l l l \\ h l l l L , i,i " I j l \\ I I I I I I I I I I I I I 2000 TEST NO.T2f 3 i.! 5 7I l

=

,T213.1.1l l l~ l l l l I l l 1 E /l l l I l l F / F (M AX) = 3.44 l I 3 I r -e = 2180 psf: ll I l l l }I ! I i i s fI I I I I I < = 6.9 %r l j, ; ; l g g ; ; o ' ' ^ ! !I I I I 9 3.o Q, I /t I l ' I l i l l i I l l i i ! 1 1

1b I/i iI l

! I I I l ! I i ! l l i l i N 2.0 m-I l 1 8 l ! l I II I I l l l l TEST NO. m lb /I i l i i l l 1 I i l l l l ! l l l I I I i I ! I ! l I I I ! l I I WJ l i ! i ! i ! I i i I ! I/ l 'i h I, I l l l l l ! if i i i I ! I I i, I I ; I w 2 E R 1500 /

I

i i i

! I I I I I l l l ! I i 7 ~ W0E / I I

I

! ! i i ! ! I I l i ! hEJ ' /i ! I ! i l i I t ! TEST NO. i ! I I ! i i 5E" l! ! I I I i l I l l l l l l I ' l ' 3gg 2 ,fI i i ! I I I I ! I I i l i i I I I I I il I ( l i l I

I I I I i I i l i I i

.k ' ^ & I l l t i I ! ! I I ! I I I I ,,'o /l i I l W I l! l I l ! I I i e l l 1 ! i hi l I i i i +8 ~ +0.6 2 I l l l l l 1 I i l i I + ' ' TEST NO. l l 1 I I I I l i l I l i I O 5 10 15 20 25 AXIAL STRAIN IN PERCENT 65 7220-C79-18-1 INITIAL CONDITIONS BEFORE FIN AL .g SOIL DESCRIPTION: GREY BROWN S.*'.DY CLAY (CL) CONDITIONS SHEAR CONDITIONS $.s h. t E mi LIMIT 2 0 o/. Liuir 11 % GRAVITY g# gg$ 2 2-ca 5S Ug a #. = #.5 35 a g' E=OE-gg N se os g $N se s,.* g o. CONSUMERS POWER COMPANY ls,g g Sz h c. y*/ sa E as >y gg jg og E MIDL AND PL ANT UNITS I B 2 w ,0 MIDL AN D,MICHIG AN y s g8 gg h j.f 3 0 y",. w g z g it;; s s 3@ 8g cu 25 TRIAXIAL COMPRESSION q cg = i4.4 nr.stiW2esan52oi .8 96 n.7 1227 .cos TESTS (Clu.) y M 3 l BORING NO. T9 TEST SERIES SAMPLE 8 NO. 213 DEPTH 21. 6 '_- 2 2. l ' D ATE M AR.1979 TECH. O U-:% GOLDBERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,lNC. REVIEWER % '" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING c/ //

a i l l } I I I I I I NOTE: SAMPLE STAGE Lj l l l _ l l l CONSOLID ATED ( O,1872 psf l 1 I l l l S i 2664 psf,3168 psf REBOUND } l l l l 2000 l i TO 2880 psf), SAMPLE I l l 1 I I I y 1 l SATURATED PRIOR TO jl l l l I CONSOLIDATION. l l l l ! l l l l i l l I l l Il l l l 1 ! l l t i E 'U U i l I l I I I I ! I 1 L L-L 1 i i i l I s i l i t i ; i i i i t/ i l INi i i i i m i I i i I i l i l 1 /1 i l I 'I

\\'

I I I I i l l ! !iI II / l i l i I i l\\ l l 1 i iI ! ! I I i / i iit ~ l I i!\\ l 1 I i l i l l I l I ll l l l l l l I I \\ I i l 1000 2000 3000 4000 5000 TOTAL NORMAL STR ESS, ps f i l l } l l l l l l l l l l I ! I i I I ! I i I I I i l ! l l 1 I i i ! i i l l l l l i i i i : { !I I I ~ O i i !! I l l I l l l-l ! I i e 1 : I i S I I l l 1 i ! I i ! i l ii ! I i i i ! i i i i ! { ! i l l ! : i I i i I y i i i ! I i i I i I i i H I l l l i ! I ! i i ! ! i i i i l i i I.J -f I l l ! l I I I i i . I I M il JT 213.l.I i i i l I i i ! i l l l[I( lV ~ lF /F (M AX) = 3.44' I ! ! I i 3 l l l / ! l (N._I l\\ jri-e = 2180 psf; I I ! i m s li I / STRESS is l\\ l e 3 6.9 % i f i i l j l l / - PATH ' l N_ l l l I I i i i [Ni _\\l l I I ! I l ' I i i l I i i i I I t i i i i 1000 2000 3000 4000 5000 g.g EFFECTIVE NORMAL STRESS, psf i 72EG-t74.g.y i $0lb DESCRIPTION: GREY BROWN SANDY CLAY (CU CONSUMERS POWER COMPANY t LIQUID PL ASTIC SPECIFIC MIDL AND PL ANT UNITS I & 2 uns:T_29.% LIMIT ll % GRAVITY l A D MICggN p FAILURE CRITERIA (D Fi / F M Ax TRIAXIAL COMPRESSION 8 3 TESTS (Clu.) C REMARKS EOR!NG NO. 79 TEST SERIES SAMPLE 8 N O. 213 DEPTH 21.6 '.- 2 2. I' D ATE M AR 1979 TECH. di AM L-GOLDBERG,ZOINO.DUNNICLIFF S ASSOCIATES,1NC REVIEWER QJh FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/ n. A

~ 4 6000 I l_; 3, I s l l l l l SKETCHES f NOTE; SAMPLE STAGE j Fall' URE / CONSOLIDATED (0,1000 p s f, b"- l / l 2300 psf,3170 psf ll l l 4o00 If I l l I 1 REBOUND TO 2880 psf) l I /* l l l SAMPLE SATURATED l 1 l 1 /I l l l PRIOR TO CON' SOLID ATION. I g /I I I II II I Il l l l l fi l i l I i li l I i l l Ii l 5 ll l ' ': 1 T 214.I.1 I i l l t l I I l I l 2 TES id i i 5 7 I l-l F / Fs (M AX) = 3.39: l l l l l l 1 l 3 / I I e -e = 3800 psf I i l l l l l l i s f l I t < = 2.8 % i i l l l l i i l 1 i

l. I i i i lI i li l Iii l

i I I I I M i-3,o L J I.I I I I l_ l i l I o 4 / l 1 1 I lil i I t i ! i I ! ! I " te* oil l I I I I I I I i l l l i i i @,}- fI i i l I l I I i i l l I i i TEST No. g f8Al i I i l I I i i i i I i i : ,o /i i IK I i l1 I i i i i i i ! i i ,,000 ll I h'sl l i ! I I i 1 I I Ii 4 1I l l Nii i ll I i iii 5 5 _ #300 il I l l M_ l i i l i I l 1 I I $y5 I i ! I I I l'N I. I l I i i i i ! / o 5 ' *d i l I ! I I i ! ! ! T'n - ' 4 i ; I l l 5g l l l l l l l l l j l l l l l l [ ! TEST No. E ! I t I I I I I i i ! I i ! i i i l i l i l i l i l l l l l i l i ~' lI I ! I l l l l l I l ! t I I + o.s I I I I I I I II I I I I I I I I e + o.s I I I I I !I I I I ! I III E + o.4 W N_ i i l iI i ! I I I I I i , o'g I ~7. I J l t l I I i i l I I i !I I l l l l l l i i i i i i I TEST No. - 0. 20 5 to 15 20 25 AXIAL STRAIN IN PERCENT y <'1 7220-C79-18-1 INITIAL CONDITIONS BEFORE FIN AL W SolL DESCRIPTION: BROWN MOTTLED GREY SANCY CONDITIONS ' SHEAR CONOITIONS zy CL AY (CL) Ez LIQUl0 PLASTIC SPECIFIC m E,s d. W a5 LIMIT 25 % LIMIT 13 % GRAVITY 2 a

gd" ed ea n eUg a#. 08 5 Me o

l; e a 2 mi os EW 5A 20 tg $N se b-gE CONSUMERS POWER COMPANY

4 gy WW *,t sa sa 25 j0 d;5 qd MIDL AN D,MICHIG AN g

wE MIDLAND PLANT UNITS l S 2 z g> .: g 10 -g ;e wg zg a gu ig Mg ci @g cu !* =@ TRIAXIAL COMPRESSION = i i.s i2s.c m288030000 2.2 95 li.I 12 9.0 .006 TESTS (Clu.) y Wi BORING NO. TIO TEST SERIES SAMPLE I NO. 2f4 l DEPTH 7A ' - 8 l ' DATE APRIL 1979 TECH. /> A Ma - GOLDBERG,ZOINO DUNNICLIFF a ASSOCIATES,lNC. R EVIEWER' CfA*" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / (/

, s-I i l I I1 1 i l It i NOTE: SAMPLE STAGE l l 7 CONSOLIDATED (0,1000 psf, l 23OO psf,3170 psf III I l 2000 I REBOUND TO 2880 ' psf) { l L L-L y l SAMPLE SATURATED.) i i i fl } l Al j l PRIOR TO CONSOLIDATION. l [I I i l l IN l i l l I 1/ I I I II I E 'U U I I I i l I /l 1 I Iil i I Lu l l I l II I /i i l i iii il I E i i l l }/ l l l ! l l l l I l l l l l / l l ! l I I I I l l l I I l l l l l ! l I i l i l i l l i I i l l l l l l 1 l l l l l l 1000 2000 3000 4000 5000 TOTAL NORMAL STRESS, psf l l l l l l l l l l l l l l V'!N I 1 l l !T214.1.1I I l l 1 p1 I I ! l l l ! I i l@F /F (M AX) = 3.39' i.1'I l 1 l l 3 i i 7 I i l I i l I l ei-r : 3 800 ps f I I jd i 1 I i i i 3 I i i l I l 1 ! < = 2.8 %(I l I l.,

I I i I i i : I I I l l I I I i l t I ! %7 7-i !

8 I I I i m y i i i i l l I i Ifl ,( l i A i i l I y I ; I! lII /i i : s' I I Kf i I I I i li l I i / I i i /l i I i 1 I i\\ l l I i l i l i I I l/ I I iM i l i i i ! l NiI i ! s l l l l / l I i i! ~ STRESS ; i i i \\' i i i i I I /l l l I f PATH t ! l I l\\ l i l m i ! l l /1 I I I I I i 1 l l l\\1 ! ! I I I i I i i l I I l l l 1 Il' ' i i i I I I L 1 I I l 'n. I I I I I I I I i ! i 1000 2000 3000 4000 5000 EFFECTIVE NORM AL STRESS, psf bb 7220-C79-1&t solL DESCR6PTION: BROWN MOTTLED gY CONSUMERS POWER COMPANY LIQUID PL ASTIC SPECIFsC MIDL AND PL ANT UNITS I & 2 umr._25 % umT 13 % oRaviry ggig(DgCgN p FAILURE CRITERI A (D F /I3 MAX TRIAXIAL COMPRESSION 5i I TESTS (Clu.) E REMARKS BORING NO. T10 TEST SERIES SAMPLE I N O. 214 D: TH

7. 6 '.- 8. I '

D ATE APRIL 1979 H. B A srL t. GOLD 8 ERG, ZOINO,0UNNICLIFF S ASSOCIATES,1NC REVIEWER u FILE 2190 CONSUI.TANTS IN GEOTECHNICAL ENGINEERING //

T "O" l l I q 6 SKETCHES AT O Fall'URE l I l l i I I I a I. I I I i i I l L I D l l a W, I 'l I f i 5 i l l l I E !V lI i l l l l 5 gil i ; I I i l I i i ii I \\ f fi i l I I l l 1 l l l l l L il i 4 TEST eeO.T2i7t i E fl I W T217.l.lj l I l l l l 1 i fji ll @Ji/Fs(M AX ) = 3.43: l l I l ' I! l I r-as = 2270 psf i I ! I i l! I I i < = 2.2 % I I I I I i i lI ! I I I O g', iw - t

i 1 ! 1 I ui I.i i_

l l l l l G ~ li i j i i l l l I 1 ! I i ! I l aa l i I i lI l i I I I i l i I I I g l $1'D l l l l ! I I ! ! I l l l 1 l l l l l TEST NO. E iI l I i i l i i l l NOTE: ' SAMPLE STAGE l E Wl I i i ! ! I l CONSOLIDATED (0,500 psf, 41 l ! I I l !! 2020 psf,3020 psf RE800NC Ki l l !I i l l l l TO 720 psf). SAMPLE l E l\\i i ! ! -I ! l I SATURATED PRIOR TO

S

~# E h. ~ I i,% ! ! I I i l l CONSOLIDATION. I l l i i l\\ l l ! l I i i l i i l l l l 5'd i l l l ! NI I I I I l ! l I l l Ii TEST NO. EE ~0"i ! t ii Ni i l i i l ! l ! I i l I i E ~" ~

I i l

l 'A I l l l 1 l i i l ii ~7 I i i lI NI I i I i i i i I i j ~ *

l l l-1 I X

.1 I I I I ! I "* tt I !I hl I i e E N '- ' - i i i l i P l l -0.2 g g g l,,l l =,l l TEST NO. l } j l l g -0.4 0 5 10 15 20 25 i AXIAL STRAIN IN PERCENT 7220-C79-18-1 8' INITIAL CON 0lTIONS BEFORE FIN AL .g SCIL DESCRIPTION: GREY MOTTLED BROWN SANPCLAY { ~ o C

NDITIONS SHEAR CON 0!TIONS z "z 2

E LIQUID PLASTIC SPECIFIC (CL) i m 2 L, 4 $.s h, t b =5 LIMIT 21 % LlulT 12 % GRAVsTY =8 =8 a ge ge er

5 =t Ug 0' 5 1 Ma 3.

a s e'os EO E gs O=g M 12 =J 80 CONSUMERS POWER COMPANY z r0 dy $1 "g sa r 25 j0 5 wy MIDL AND PL ANT UNITS I & 2 $g ;;;e

a. s s gg hg w=gzg ic 30 MIDL AND,MICHIG AN y

0 go !! hf cg >" ! cu !* =5 TRIAXIAL COMPRESSION = E 12.9 122.91 % 720 144Cd 2.2 99 12.8'124.6 .03 TESTS (Clu.) y BORING NO. TI2 TEST SERIES SAMPLE 3 NO. 217 DEPTH 3.9 '.~ 4.4' D ATE APRIL 1979 TECH. NALAe GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER ' EA _m FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / g

I l l l 1 l l l l i I l l 4 i l l NOTE: SAMPLE STAGE l l l l l l l CONSOLIDATED (0,500 psf. 2000 l I i I 2020 psf,3020 psf REBOUND l y l l l 1 TO 720 psf). SAMPLE I I i l l l l l l l SATURATED PRIOR TO i l l l 1 l l l l l CONSOLIOATION. I I I i ! E' I i iWQ l i l Il 1 i lI I I I I I W i i I fiii i Ki l i i ! I I i i l i i i

M i

l l/ i I }\\ l l l l ! l I i i ! l l / !!I I I\\ liI i I i l iI I I /i iii i i \\ l I l~l i l i I i I lll l l l l l l 1 \\ l ! l l 1 1 I i l I i 1000 2000 3000 4000 5000 TOTAL NORMAL STRESS, psf l I i 1 I I I i l I I l l l l I I I I I l_ i i I i i i !! I I I I I I I iiii I i i l l I i 7 I ! ! I I I I I i I

I I i i

I I i t ? I I I i liii it i ! I i t I 2000 !l I I il I !

I ! !

i i I ! l I y i I I i 1 i l i i I .a'l iI i i ! ! I ! y I i l i I I i i, P. l l I I ' ! [ l i I l l 1 l I I i 1 i 'l I l l l I I l l I I I L. rd i i ! T 217.1.1 1 : ' i i l i i 1000 E 7j,i iN l '@& /Es (M AX) = 3.43 ! ! I ! i /,.n " i l I l\\ l m ei-a = 2270 psf l I !. s /NSTRESS I \\1 < = 2.2 % ! I I I i l i I G IPATH \\! l l l 1 ! l I I I I I j-l l l l l li i I i ! I I i 8 l ! I 1000 2000 3000 4000 5000 EFFECTIVE NORM AL STRESS, psf 71) '122C-C7ML1 l SolL DESCRIPTION:GREYMOTTLED BROWN SANDY CLAY CONSUMERS POWER COMPANY (ct) MIOLAND PLANT UNITS I a 2 I Lioulo PLASTIC SPECIFIC unir__2.L% tiuir 12 % GRAVirY I O MICggN t p R F/F MAX. TRIAXIAL COMPRESSION 5 FAILURE CRITERIA I 3 TESTS (Citi) E REMARKS BORING NO. Tl2 TEST SERIES SAMPLE 3 N O. 217 DEPTH 3.9'- 4 A' DATE APRILl979 TECH. N A MG GOLDBERG,ZOINO.DUNNICLIFF S ASSOCIATES,1NC REVIEWER _Wkut FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING ,/ []

6000 SKETCHES AT g Fall'URE 1 I Im b I C l l _gl l l l l l /I' I i lI l l f i E

lI I

II I I m I / l 1 l l l I g j / l l l l l l l l l l l l l \\ e 2000 f I I E ' !T218.l.1 l l l l 1 I l o TEST NO.72is t i 5 71 l l l ! F /Fs (MAX) = 3.35 I I d /l l l l le -es = 33OO psf I l s fl I I I i l l< = 7.7 % l l l 1 ' l l ! I i i l i l i i li l l i O o l lM ~ i ',- - ' - I I I I I ! I I E ~ f,( l ! l l ' I I I l l l 'I i " Ib" / I l l 1 I I l l l l l I II $1 ' / l l I i ! l NOTE: SAMPLE STAG E l l l I TEST NO. h I l i I II I l CONSOLIDATED ( 0,l'!50 psf, ,,g e i i l I I i i 23OO psf,2880 psf), i i ! ! l l I i i SAMPLE S ATURATED PRIOR g l _!11 i l l l l TO CONSOL' IDATION. I l l l E [I PRI I! l l l l l 1 I i l l I iE S fl I l ! M il l l l l l 1 ! l i $ 0,E 1000 Q EJ /I ii ! ! I l l l l l i'N I I t i TEST NO, =w o rl l j l l l l j i i i, 500 - I um l l l l l l l l ! l i l l I I i l l l l l l l l l l l l l l ! o + 0'8 'V i i l i I i I I i i i e o$ WI I i !I i i i i e Ii ^%) .i i i i i i l + 0.2 4 l l l l j g g l l TEST NO. 00 5 to 15 20 25 AXIAL STRAIN IN PERCENT 7220 079 18-1 71 INITIAL CONDITIONS BEFORE FINAL .g Soil D ES CRIPTION: GREY BROWN S ANDY CLAY (CL1 CONDITIONS SHEAR CONDITIONS Z 4 $d h a 2 25 LIMIT 23 % LIMIT 12 % GRAVITY =# %. ! E Eg h# st 22 UE 55 $$ 3. 5 s y" os EN 5-sE 01 OM $$ sw* g o. CONSUMERS POWER COMPANY

y "j y "[ a3 24 g5 j#

5 e MIDL AND PL ANT UNITS I S 2 E a0 g w j $z i;;; 3@0 >g wg w a5 s-10 MIDL AND,MICHIG AN y [g u. gP z s g8 gi M j'* it t TRIAXIAL COMPRESSION = o M is.: 24.i Masecoosc 2.8 95 12.1 1276 .006 BORING NO. Tl2 TEST SERIES SAMPLE 8 NO. 218 DEPTH I I 4' - l L 9' O ATE MAR 1979 TECH. Olddl GOLDBERG,ZOINO,0VNNICLIFF B ASSOCIATES,1NC. REVIEWER Cia su CONSULTANTS IN GEOTECHNICAL ENGINEERING ./ g-FILE 2190 . O. o, .Q ~

1 I ~ l l l i lIl l 7 l NOTE: SAMPLE STAGE I l I I l I I CONSOLIDATED (0,1150 p s f, I I I i l 1 23OO pst,2880 psf) Iii' l I I I i i y l S AMPLE SATURATED PRIOR: l l ! i i i l i g l l l TO CONSOLIDATION. l l l MiilPQl l l l I i i 1l I I I I I/I I I i i l ' XI I E i i i ll I I I I Vi i I i i i i l l Al ,ggg E 1 I I i il i i I i /. i i i l i i i i i i \\ I I i i\\ m i i I

I I i i i i i

/1 i l i i ! ll I I Il l i ! i i I/ i i ! I ! i I I _l I ! I I l l l l 1 (( i i i ! I i ! : l l l l l } } 1 I i i i l. i l l i i I i l i 1 1000 2000 3000 4000 5000 6000 TOTAL NORMAL STRESS, psf l i I l l l I l l l l Il l l 1 ! l I I l I ! ' I I i i l l I l i } l l l l l l' I l l I Il i i i ! I i ! l 7 l l 1 1 1 i i i I ! l l l ,1 i I i i ! I I I i : I t I ! t i l I i Xi i I i 1 l ! i l i i i I I W 'I JT 218.1.1 i t 1 i E i I i I I i i i l} }i if iF /F (MAX) = 3.35 i 3 I y i I l 1 Ii M.,!# lM le -es = 3300 psf s I I I i ii fl yi i ! i IN <=7.7% ! t i i k' I l t i I l / 8'il 1 I ! \\l I ! I i ! ! E I I i ! I l/l 4.1 I lj.STRESSl i\\i! i ! ! ! m i i I ( l / ! iM PATH I I l\\i i i ; : i ! i ! I i l/l i ! i 6.' lI i i iii i i i ! i I i i l/ l l l l i 'A I l t I ) i i i ! i l i l I 'l ll i t l I i 11 l i I I i I I i l 1000 2000 3000 4000 5000 EFFECTIVE NORMAL STRESS, psf 72 7220-C79-181 i SOIL DESCRIPTION: GREY OROWN S ANDY CLAY (CLj CONSUMERS POWER COMPANY l LIQUID PLASTIC S P ECIFic MIDLAND PLANT UNITS I & 2 uuiT_21% uuiT 12 % GRWITY MOH NG H LOPE E FAILURE CRITERIA @ I /F (MAX) TRIAXIAL COMPRESSION 5 I 3 TESTS (Cit.1) C REMARKS BORING NO. Tl2 TEST SERIES SAMPLE 8 N O. 2I8 DEPTH l1.4'-11.9' D ATE M AR.1979 TECH. O l M L-

GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,lNC REVIEWER M/4 "'

? FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / ff

15,000 SKETCHES AT Fall'.URE l l l l l a ' 'O O j i l_ i _a i i I D_ _#7'Ii l i i a f il 1 i l I l E I / I l II I II I I / E 1/ l 1 i i I I I i lil l g '/ I i l i i l i l i II i l i I TEST Noy222u g 71 I-T222.1.Il l l l 1 Ii 1 /1 l I I F / F (M AX) = 3.37 ilI 3 e -a3 = 7700 psf I I Iii i /t i i ! n fI l l l l 1 le = 6.5 %l ! l l I I I I l 0 o 3.o p !/ 1 l ! tl I I I I I I i t i ! I i Ea II I I I I I I II!I I I I I I I I ig 2.o g N_ /i i l l l l ! l NOTE: S AMPLE STAGE I I TEST No. D /i i i l i ! l I CONSOLID ATED (0,13OO psfL m I i l l l ! ! l 23OO psf,3100 psf,5760 psf) I !l I I i I l S AMPLE SATURATED l' g l l l l l l 1 i PRIOR TO CONSOLIDATION. E I ^' ' I I I I II I I I sooo l i I l j l l I l l I I i Eg, /I I IN l i wCE [i i i i IN I I ! i l l ! I l I i : hEj l! l i i ! ! l >q l I I i l ! l l l i ; TEST No. l 5g ,ggg) 8 I i i l l I i i h' ' > ' I I I i t 2 Yil I l l l 1 l l 1 l l I l i Ii1 l ! l l l i i i I i i ! i l l l I I ; 6 g !!I I I I I I I I !! I I +0(g%L l l l l l I I I i l l l l l B e ,o S A_i i lIi i l l l l N 'M_ l I l l l l l l l

IIi,

^ I l l l TEST NO. O s to 15 20 25 AXIAL STRAIN IN PERCENT 7210-C79-18-1 73 SCIL DESCRIPTION:5ROWN MGITLED GREY pANCY INITIAL CoNoirioNS BEFORE FINAL W C U CONDITIONS SHEAR CONDITIONS 2 g# g E.s 6 E =5 uuiT 24 % uuir I3 % GRAVITY 5:1 $g a 0=8 q ;"gE 2 =~ 0E 59 $$ 5 S. m as Eb y gg 5,- SM jy s. g o. CONSUMERS POWER COMPANY 7 E as ay W" 3 - !$ j{ 23 s ;g gg je og wE MIDL AND PL ANT UNITS I a 2 l;; Sz de d sib w; zg is 30 MIDL AND,MICHIG AN y!. a j8 gg M g cg cu !$ =@ TRIAXIAL COMPRESSION =l [g i4.2 lis.s }Msiso M iss40 3.s ss iz.s 22 2.9 .cos TESTS (Cl(1) y BORING NO. TIS TEST SERIES SAMPLE 3 NO. 222 DEPTH

6. 9 '.- 7. 5 '

DATE APRILl9Z9 TECH. WML GOLDBERG,ZOINO DUNNICLIFF S ASSOCIATES,1NC. REVIEWER Cibe FILE 2159 CONSULTANTS IN GEOTECHNICAL ENGINEERING / / ~

I l l -1 l I I l NOTE: SAMPLE STAGE l i CONSOLID ATED (0,13OO psf l l 2300 psf,3100 psf,5760 psf) i l l 4000 l S AMPLE S ATUR ATED l l l l l .W A y l PRIOR TO CONSOLID ATION. l l } fI l l lNI g i I l l l 1 l l l l/ l I l l\\ Il l l l l l / I l l l l E I i l i i l l l l /l l l II i l l 1 y 2000 f,,,, , ij, , i j, m I I /I I I I !!I I( l ! l I! I I l/ i i i i l i ! II ~ l l l l I I I l l 1 1 I l I I I i 1 l l l l l ! II Ii j l 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf l l l l l l l l l l l l l l l l l } } l l l T 2 22.1.1 l l l l l I l l l l l@,F /F (M AX) = 3.33 i i l 1 l l l i l l i 3 l 7 l 1 I I le -es = 7700 psf i I l_ p

I I I I s

II I I ! i l l e = 6.5 % (i i l i I,

' i ii l I i i 4000 8

, i igjj y

i i lil l 17 J't i IN l l i I i H l l l i/ I f I l l l l IX l I ! I l l l I i /f [l l I l i l l\\ l i I l i l ! I i/l?N j ! I I I i I \\t I i ! y 200 I I l l !/ 1 4 l'STRESSI i I t\\ i l I m l / } l\\ l PATH I I i I l\\1 I I / l'i.I II I l \\! l f l IN I I I i l I I I il l i l I i l ! I i i l I i l i I l i i i t 2000 4000 6000 8000 10,000 EFFECTIVE NORMAL STRESS, psf 74 7220-C79181 Scil DESCRIPTION: SRG AN MOTTLED g QNpY CONSUMERS POWER COMPANY LlQUID PLASTIC SPECIFIC M10L AND PL ANT UNITS I a 2 Liuir 24_% LIMar 13 % GRAVITY l O C N p (ID F/FxMAx TRIAXIAL COMPRESSION 8 FAILURE CRITERIA i TESTS (CluJ E REMARKS BORING NO. TIS TEST SERIES SAMFLE 3 N O. 222 DEPTH

6. 9',- 7. 5 '

D ATE APRILl979 TECH. u W.( ' GOLOBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC REVIEWER _ G h LE 2190 CONSULTANTS IN GEOTECHNICAL ENGINECR!NG / /

l Jak I - * ^ SXETCHES i /i NOTE: SAMPLE FAI RE fi-STAGE CONSOLIDATED. -fa [ I. 1)l.56 psj,,36OOjsf.] l b- / R.EBOUND TO,216_O psf)_. ~ f SAMPLE THEN SATURATEQ g j / ('S,A O.95) ANU STR l'N55 ) f g 7 TO FAILURE. I i 11 III I I \\ \\ ,,,,,,d2 3 u ,8 Ii T223.i i. l l l i 1 F /F (M AX) = 3.81 l I 5 4i l l s l I r-a e s = 3690 psf I I i <=2.7% I I I I O f-l l 3.. t i; o E fi I I I l

tti' 11 1 I I I I

l TEST NO. @[- /I I I I l l l l 'lI i l i I l l l l = ' ! l NI I I 8 7' N I lI W I t \\,J l l I I I 400 EG-L I I I N 1I I I I I i 80 t I ; I I 6Al l I I I I I I i 5J l i ! I I I lAl i 1 1 !I I l l E 5% i I I i I i h. 1, I l { l l Test e. E li I I IIi 'M l l l I I II I II I l l l l l l .,00 l l lI I I I I I l l l 1 I i 1 lI l I I I ll l I I i l l l

~# %I I l I I Il 1

I I i 1 I i = f N LI I ll I l l I I + = ~ i d t 4 TEST NO. - 0.2 i ; l -0.4 ) O 5 IO 15 20 25 AXlAL STRAIN IN PERCENT7220-C79181 75

ESTIMATED FROM VERTICAL STRAIN MEASUREMENTS INITIAL CONDITIONS BEFORE FIN AL

.g SCIL DESCRIPTION: GREY BROWN S ANDY CL AY(CL) CONDITIONS SHEAR CONDITIONS b a2 LIMIT M% LIMIT I2 % GR avl 1 Y 2 X $i h. 'l; E e R. 08 5, Eg a

si gi 24 01 5t ig ce EN l,

$M j $ E w' g a-CONSUMERS POWER COMPANY i 5,f 20 "2g25 she o5 wE MIDLAND PLANT UNITS I B 2 z as ay 3% A 0 MIDLAND MICHIG AN p! a* tb-10 g5 wg sg d;;;

n d *y cg >" 8g to !*

3r 2@ TRIAXIAL CdMPRESSION W g8 = = ; gg TESTS (CIU) E, M 10.9 131.3 b 216 0 1368d u " 95 11.0 1320 .015 BORING NO. TIS TEST SERIES SAMPLE 4 NO. 223 DEPTH 15.2'-16.O' C ATE FEB.1970 TECH. o/ W C GOLDBERG,ZOINO.DUNNICLIFF 8.t SSOCIATES,1NC. REVIEWER } / 2.h FILE 2190 i [/ CONSULTANTS IN GEOTECHNICAL ENGINEERING v

l 1 l .(- P Iiliil i i, NOTE:-S. AMPLE I STAGE CONSOLIDATED. 1 l (0,2160 psf,5600 psf ~ I REBOUND T0, 2160 psf) l 2M S AMPLE THEN, SATURATED l 'i y (S = 0.95) AND STRAINio: f' i N l To FAILURE. / f N 1 1 1 [ y [I \\ 1000 \\l l / 1 z i m -i / \\1 l l ( l l \\ l l t l l II l 1 l I i i l l l l 0 1000 2000 3000 4000 5000 6000 )

l i

TOTAL NORMAL STRESS, psf j i l' i J. "I I I I I' l F I j i I i l l L &9 i I I i I i i l i...-t' l i 1 l l I i i l i i I l l l 1, =r' IJ T223.u l I l l l l l i l t i I i - d'l l.fi $ F/F (MAX) s 3.81 3 ici-e = 3690 ont i y i I .4/ I N.I s H I / (M N e=2.7%Il i ! I / Al i l l E I l ' /' 'I I \\I ' I 1000 y l l /I l )b-STRESS PATH l 1 N l I m I/. l ll 71 I l-i 1 l\\ l l I L 1. \\ l i I I 'l I I I l i li I j i ti i I l 1 0 1000 2000 3000 4000 5000 6000 EFFECTIVE NORMAL STRESS, psf 76 7220-C794&1 l SOIL DESCRIPTION: GREY 8ROWN S ANDY CLAY (CL) CONSUMERS POWER COMPANY i MIDLAND PLANT UNITS I & 2 LiculO PLASTIC SPECIFIC LiwiT 20 % LtMIT I2 % GR AVITY MIDLAND MICHIG AN tu 4 MOHR STRENGYH ENVELOPE .g (db F/F M AX TRIAXIAL COMPRESSION E i FAILURE CRITERIA i 3 TESTS (CIU) E REMARKS BOR'NG No. TI5 TEST SERIES s SAMPLE 4 N o. 223 i DEPTH 15.2'-16.0' DATE FEB.1979 TECH. b IML-4&* GOLDBERG,ZolNO,0UNNICLIFF S ASSOCIATES,1NC REVIEWER _./_(/ FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING g l l q w ,-e- .,,a e

3o. coo l l SKETCHES AT FAlfURE b" l l zo,ooo l 1 -4 E l T 'l i E >#'l i l i I I k a i l Tl l l l l l l 1 l i V ,.4 L T223.1.2l l l l l TEST wo7223:2 / i @,5's/F (MAX) = 3.56 3 f r -e3 = ll260 psf I l l l e /! l < = 7.5 % l 1 l l l l /. i l J 1 I l I i i i l l l 1 [I l l l l I l l ' I l' l ~l i i l l o Ifi i l l l 1 l l l 1 I I l l ! l I Gmf /l l l l l INOTE: SAMPLE STAGE l i l l i 2.o $ N_ / I l i i i CONSOLID ATED (0,1440 psf, TEST NO. E /. I J L I Il ! I 23OO psf,3024 psf,l i i 1 5 i/l I\\ l ! I i 5760 psf). SAMPLE I ! i I 2 /l I \\l ! I e SATURATED PRIOR TO I ! g /l I l iNI CON SOLID ATION. ! l I i 28 fi i I l Il\\l i i liil i l iI ggi fI ii i li I I iMI I I i i i ! l o ga.-7 I i i ! l I I I I i 17N iil I i i B y *,000 1 I i l i! I i l i W i l i i TEST No. o l I l l ! Ii ! j l l I l ! 17 I I I I I I! I III I II I I I -2000 I I lI i ! l I I I I I l l .I dii ii i i l i i i i 1 E'2 I I I I I I I I = l l l l l l l W ~ i ;^ ;, i 1 - o.2 l l l l l l l TEST NO. - o.4o 3 lo 15 to 25 AXIAL STRAIN IN PERCENT 77 7220-C79-18-1 INITIAL CONDITIONS BEFORE FINAL W Soll DESCRIPTION: BROWN SANDY CLAYEY SILT CONDITIONS SHEAR CONDITIONS z L-L) m e$,5!h O E a g# ge$ g L :. ii 5 S Ng a #. 08 5( 35 e ti LIMIT 18 */o LIMIT l2 e/o GRAVITY v* N si os tg SM j e. b* p CONSUMERS POWER COMPANY E ag ay 3 g gb;,3 0 gg jzg d;g wi MIDL AND PL ANT UNITS l 8 2 ag o g>a !=g s gz je sg gg O o.s cz8 !* ;5 MIDL AND,MICHIG AN y w g8 gg h g c; TRIAXIAL COMPRESSION = q M s.3 iso.e ig sTsoisT20 i.4 ss es is2.9 .o. TESTS (Clu.) y BORING NO. TIS TEST SERIES S A f.i PL E 4 N O. 223 DEPTH 16.O'.- 16. 5' DATE APRILl979 TECH. 14' AM ! GOLDSEs 5,70lNO,DUNNICLIFF a ASSOCIATES,lNC. REVIEWER 9fs w FILE 2190 CONSULTAMS IN GEOTECHNICAL ENGINEERING / ff ~ ~

/ I I I I I I l l l l l NOTE: SAMPLE STAGE I i I I I l l CONSOLIDATED (0,1440 psf i l l l l l l 123OO psf,3024 psf, 10,000 I I I ! l I 5760'p s'f ). S AMI5.E l y 1 i l i l l SATURATED PRIOR TO I g i l l l l l l CONSOLIDATION. I i l l l l l I i i l l l i li I I I I I E I L I i i I LW l l I I I II I II y 3000 l I I I ift ti K i i i ! I I i I I m I l I/I l 1 i \\1 i I l_I I I l l 1 V I l l \\l l l l l ! !I i i / II I I l \\ l-i i i l i li I I I ll l I I l l l l Ill I i i i i l l 5000 10,000 15,000 20,000 25,000 TOTAL NORMAL STR ESS. psf I I I i 1 l I I I I l l 1 i I I I I I I I 1 I I i -l l I l i Il l iiii i iii l i l I i l ! I I I i i il l I I I I I I i liii I I i 1 I ri 1 -l i I l l l ! i I l I ! I I I $ 'O'000 l I I I I i i I i I l l 1 1' i i i i i l i y i I I I i I l .I l 1 I i ! I i

I I I

.M' l l ti I Iii i i l I y l l l i I I i i Ml 1 M T 2 2 3.1.2 : I I I i i l i E I ' ' ' ' 'O# '# (" AU

3 56' ' ' '

8 3 5000 y i l l l l/Cd'~ l i iN l le -e = ll260 psf I l l l s s m l I l- ./ ti i l i i N I l e = 7.5 %! !!! I I I i l l l / P h STRESS \\l ! ! l l ! I I l I l l l I/ f j i iPATH I \\l 1 1 I I i i l i I l ll ii i i I l i iI \\1 I I i i ,, I I i i 5000 10,000 15,000 20,000 25,000 EFFECTIVE NORMAL STRES$ $sf/2et C7918 '5 i BROWN SANDY CLAYE{cS CONSUMERS POWER COMPANY I S SOIL DESCRIPTION: LIQUID PL ASTIC SPECIFlC MIDL AND PL ANT UNITS I & 2 LlutT 18 % LIMIT 12 % GRAVITY l A DMCggN w p FAILURE CRITERIA _@Fr/Fs M Ax TRIAXIAL COMPRESSION 5l T ESTS (Clu.) E REMARKS BORING NO. TIS TEST SERIES SAMPLE 4 N O. 223 DEPTH 16.G -J 6.5' DATE APRILl979 TECH. 191 M L GOLD 8 ERG, ZOINO.DUNNICLIFF & ASSOCIATES,1NC REVIEWER' [6-" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /

6000 SKETCHES AT l Fall'URE l I I I l I_ 1 l l l 'l I i l i i I I. .l 1 I pT l ~ l! l l ( i W l I i i l 5 i /l i I I I I [l l l l I l l l j l m 2000 /l I IT225.1.1l l l 1 I I ! o TEST MO.T225u s / l l t j@r/F (MAX) = 3.95l l l i 3 3 / i lai-6 = 2470 psf! I I l l 3 l le = 3.5_% ! l l l l l l l IM i l l l I l l l 1 l I I I I I I ' ' I ' 9 3. Q" / I I i I l 1 l l l l l l I I i /l i i l l ! NOTE: S AMPL'E STAGE II ! I h /l l l l ! l CONSOLIDATED.(0,940 psf, l TEST NO. i E l I I I I l 1

2230 psf,3lOO psf REBOUND I

,,g I I I i 1 i TO l440 psf).S AMPLE! ! I i M.l l l S ATURATED PRIOR TO ! ! E /I l l Kil I CONSOLID ATIO N. II I i 35. 11 I i l Mi l l l l l l 1 I I i l $$ E ,,gg fI i I i l\\ l i l i li i i i l I g o. g if l ! l t i i !l Ni l l l l l ; I ! 5# i i ! ! II ! I I IK I I I I I I ri TEST NO. g 2 I I i i i l i i Ii %I I I I i l !I I I !' I I I -200 I i i i l I i l I i i l' I I I ! {g l I i i l i I i i l i l I i l I /: LJl l I l l t l l l l ~W-l o 0 + ~* I t -l i j l l l l l o - 0.2 l l TEST NO. -040 5 10 15 20 25 AXIAL STRAIN IN PERCENT 7220-C /9-18-1 79 j SOIL DESCRIPTION;M*NMUTIbEOOREY SAI'OY hl INITIAL CONDITIONS BEFORE FINAL W g CONDITIONS SHEAR CONDITICNS zg CL AY (CL) i 2z LIQUlO PLASTIC SPECIFIC e g# $ $s h, E e h =5 LIMIT 2T % LIMIT 12 % GRAVITY j i 2

5. 08 5 1 Eg 4

st 2 =' 0' 5S $g 5 si os EM !E - gg tg OM 1;. se g a. CONSUMERS POWER COMPANY l E ad gy w "**tf ag sa gg jg og wE MIDL AND PL ANT UNITS I & 2

o. r Ea ga g wg g

yz

e 0

g8 gg M j'E cg 8g c,ug#;;; gd MIDL AND,MICHIG AN 25 =@ TRIAXIAL COMPRESSION yl = g is.s n4.4 p3 144CM40C 2.4 95 14.5 (188.5 .005 TESTS (Clu.) [l BORING NO. Tl6 TEST SERIES SAMPLE 5 NO. 225 DEPTH 6.2' - 6.8 ' D ATE MAR.1979 I TECH. AlMt GOLD 8 ERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,INC. REVIEWER <7f4 m FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / /

I I / I l gl NOTE: SAMPLE STAGE 7 CONSOLIDATED. (O,940 psf, S 2230 psf,3100 psf REBOUND l TO 1440 ps f). SAMPLE I i 1 l y SATURATEC PRIOR TO I l l g .CONSOLID ATION. I I I I l l 1 l l I E'U l i I Ml 1 NI I I i l i i E l i I y-1 i i N! ! I I I m i Vi I \\1 I I I l / l l \\ l I I ./ l I \\ l i I I ! 11 I I i l i i i i i 1000 2000 3000 4000 5000 TOTAL NORMAL STRESS, psf I l l l l l l l l l l l l l l l l I I I l 1 l l l l i liI I l [ ll l l l l 1 l l l 1 l l l I I' ' ' I I I I I I ' I I I ~ 2000 me l t i I l l t I ! l 111 l I i l i l I I E l i I II I I 4Cl i i l I I I I I y I l l l Le' ' l M T225.l.li !I i i l ! I I fiIl/l F / Fs (M AX) = 3.95 i ll l i E I I ri - es = 2470 psfi li I I 1000 E / If I l PN I le = 3.5 %f l I I i l I / f I I I \\i l i i i i I !! / .%-lSTR ES S \\l l ! l I I il / t IPATH I\\ l l { il I l l .l i I I Il i I I i i i i 1000 2000 3000 4000 5000 EFFECTIVE NORMAL STRySSgs oU a so:L DESCRIPTION : BROWN MOTILED g{gY CONSUMERS POWER COMPANY l LIQUID PLASTIC SPdCIFIC MIDLAND PLANT UNITS I & 2 I uuir_27_% uusf 12 % GRAVITY l D M CggN w p FAILURE CRITERIA _Ofi/F (max) TRIAXIAL COMPRESSION 5 3 TESTS (Clu.) E REMARKS BORING NO. Tl6 TEST SERIES SAMPLE 5 N O. 225 DEPTH 6.21-6.8' D ATE MAP 1979 j TECH. D RML l GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC REVIEWER _4 Suf FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / tf l l

I, 15,000 SKETCHES AT E Fall'UR E A 10,000 g g i l l l

,^

'i' i } l 7 l 1 l 5 I i /I II i l l I i /f I I I I l 1I i \\

3ag, S

I l /l !I I I I I I I I I TEST =0.Ti39 u y I vi" l Tl49.l.1I i i l l I g / < F / F (M AX) = 3.58. l I. l l l 3 /l i r -r = 3450 psf. l l l l l l e s $l_ l e = 1.7 %I I I I i l 1 i l I [ th i i. i.1 .l.I i l_ i i i i ! I I I eG /i i i l I l! I l l l 1 l' '~l I 5" /! I I l l I I l l l l l l l I 1b

'O

$[- fI l l l l I l ! NOTE: SAMF-LE STAGE I I l TrST NO. E L i l i l I I I i l CONSOLIDATED (0,1728 psf, ~ l l l l 1 I i 5664 psf,3168 psf.R BOUND e A i I I I I I TO 1440 psf ). SAMPLE l ! l N I l I l SATURATED PRIOR TO l l i w I l\\ l ! l l CONSOLID ATION. l 1 l l 1 s ! I i i ! NI I I i l I i l i l i i l i wCE i i I I I IXI I i i i l i i i i I t !Ej'* l l i i I I I l Mi l l l l l l TEST NO. 5g i I i i ! l!P M i ! 'i t i 3agg E i i li l Il l l l lh i I i I I I I I I I I I i i i i l l l l l l l l l !I I i i liI I Nd l I I I I ! I I II I I I II e I lAl_ l l I II I i l i I I ~, 5 I h.l_l l Ii I f -0.3 TEST NO. l l ,= __,,( g 4 0 5 10 15 20 25 AXIAL STRAIN IN PERCENT N-7%O-C79-181 l CONDITIONS iNiT At c0NDITIONS BEFORE FINAL .g SolL DESCRIPTION: GREY 8 BROWN SANOYCLAVfC1.) 8 SHEAR CONDITIONS Zg a 1 E,s h E 25 LIMIT 24 % LIMIT 12 % GRAvlTY =8 a q# gM 2 =" $1 5t $$

0 5 1 E

S. g$ l 5 m E'os EW $- gE b z- $N yy sg o. CONSUMERS POWER COMPANY E ad M Ez $s ws *lb _, 8 sE g5 j$ 5 E M10 LAND PL ANT UNITS I 8 2 a a w a-5 5" 10 g w=& zg i;;; 0 MIDL AN D,MICHIG AN y 3@ TRIAXIAL COMPRESSION e 6 e g8 gg M 3 ci co !* = = TESTS (ClLL) y E 9.7 ize.8lM i440 k)ce0 o.s ss i2.2 lias.T .cos BORING NO. TR2 TEST SERIES SAMPLE UI N O. 13 9 l DEPTH L2.6'- 13.2' D ATE JUNE 1979 TECH. B Lbh/ GOLDBERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,lNC. REVIEWER' 9%w FILE 219O CONSULTANTS IN GEOTECHNICAL ENGINEERING / g

1 ,e liilI l l Il l NOTE: SAMPLE STAGE l CONSOLIDATED (O,1728 psf 7 I 26T4 p sf',316'8'p s f. It E80UN D I l TO 1,440 psf ).[SIMPEE 4000 l S ATURATED, PRIOR TO y l l CONSOLID ATION. g I l I l i l l l l l l l. I i l l i I m [ i l l l 1 l / h i l / \\ l 1 !I Il ll I I i lI 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf 8 I I l! I II Ii l l I li I Ii I l l l l l l i I i I , I I 7 I I I I i iiil l l l I I i ll l S I l-l 1 I t i i l I I I I 1 I i 'kl i l I I I 4 IIii i l l I !! l ! I L.

i l I i

i i 4 y l l I I i l i lI ( j.? I I I l I I I [ l l I IIm'v l I i l l i i J 'i l I i l I I d'# I ' I I I I I ' I 2000 i E I i IM iil Ii i l i I I I i l M l /Tff.t ' '713 9.l.1 l l l l l l l l l l / / I I F / F (M'AX) = 3.58 l l l l 1 3 l /./ I F-#3 = 3450 psf l l l l l l l l i l f l i e sl.7 % l l l l l l 1 I I I l l l 1 2000 4000 6000 8000 10,000 EFFECTIVE NORM AL STRESS, psf l 7220-C79-181 52 l L UlO PLA$rl SPE IC umr_21% umr 12 %osaviry giggogICgN p F /Fs (M Ax) TRIAXIAL COMPRESSION 5 FAILURE CRITERIA (d)/ i TESTS (Clu.) C REMARKS BORING NO, TR2 TEST SERIES SAMPLE UI N O. 139 D EPTH _j ?.6'- 13. 2' D ATE JUNE 1979 TECH._.1 M&M GOLOBERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,lNC REVIEWER UY* FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / j t-

6ooo g i SKETCHES ^ '1 I l FAILURE I l b" M _fI I II [- I M I I I I m g< l I i l E / I I I / fl l I i I I I I I I l = 2000 i l l I ll l I I ll l l I I il o TEST w.T140's 5 Ii l l =, ,Tl40.l.'l l l l l l l l l l l F /F (M AX) = 3.12l l l l 3 l l l l c's - o's = 3 6 60 psf I l l l l 'l l l l e = 4.9%l l l i l i l l j ~ ll I i I I I l ! I i i l l 1 ' ' 8 I i i 30 _ gj l l l ' ; -l j- - l l 1 E" [ l Ii l l I l l l l l I l I lb E [- fI I l l l l l NOTE: SAMPLE STAGE I l l TEST No. kl I t l l l CONSOLIDATED (0,1944 psf, U l i l l I i i i 2736 p'sf,3 240 psf. REBOUND ' l I I i i i i TO 2880 psf). S AMPLE l ! l l l l I I I SATURATED PRIOR TO I I i I I I l l I CON SO LID ATIO N. I i ! l E 120o zg, / I I !N I i l i i i l i i i l I i ! I w$E li i l i 1%I 1! i I I l l l i i ! EEJ [ I I 'l lI I PQl _i l l l l l i i TEST No. 5E lI I I I I II f I I 4co rll l I I I l Thk !I Ii l I l l 1 l I I I l ~ l I I i l I i i l il I I I f i- _NI II I i I i i I I m e h Li i l i I i l i i I 'w_ i i i l i ! 01 l l l j g;, _, l l l g TEST No. o 5 to 15 to 25 AXIAL STRAIN IN PERCENT S3 7220-C7918-1 INITIAL CONDITIONS BEFORE FINAL .g SOIL DESCRIPTION: BROWN SILTY CLAY. SANDY (C y "coNo:TioNs SHEAR CONDITIONS a g# ad"e$.sb e e i e5 LIMIT 35 % LluiT 15 % GRAVITY j a d e 5S Ug a #. 08 51 Og 5 s e'os E0 lE :-gy tg CN 11 s i.- go. CONSUMERS POWER COMPANY E as g gz $s 3s " tb" aa sg 25 jg og mE MIDL AND PL ANT UNITS l 8 2 a g y,_ wg gg it;; gO MIDLAND,MICHIG AN y a c;g e.s s e g8 gg h iT >" 8e to !$ =@ TRIAXIAL COMPRESSION = N i4.s u4.s Mzeso es4o i.4 sT i s.s iis.s .cos TESTS (Clu.) [ 1 m BORING NO. TR2 TEST SERIES SAMPLE U2 NO. 14 0 DEPTH 16E-17J D ATE JUNE l979 TECH. NJM4 GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER Wu-- FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING e/ /

I l l l l l l l l l l l I l { NOTE: S AMPLE STAG E I I l i l CONSOLIDATED ( O',19 44 p si, l Y 2736 psf,3240 0 sf. RESOUND !l 'TO 2880 psf). SAMPLE l l l l l' l y 2007 l lS ATURATED, PRIOR TO I l l l l l l g IC ON SOLID ATION. 1 i l l,# 1% l l 1 III i I l - M i l Al l l l IV i i I l N i i I '/ l I ! I I I i y 3000 1 I I I 1 I /l i I I I I I I m I i i i i / I I i i i l~ l l I I / I I 7 I l I, I l 1 I I / I I iYI l l l l l 1l i i i f III i liI II I i 1000 2000 3000 4000 5000 TOTAL NORMAL STRESS, ps f Il l l l l l l l l l l l l l l l l l l I l l l l l I l l l ! ! ! I I I II I l Il l l 1 l } l ! I _l ! l 1 I I I I i ! l I I I I I I l l l Ip" l l 1 l I I I I I I i m' 2000 h""**' i i !I I I ! l ! I I I l l l l l l ! y. i ! ! l e I l 1 1 I I i i l IkT*" : PN ! ! l i I I i li l/l fl I ' T1 4 0.l.1 I l l l I l l /I If I F / Fs(M AX) = 3.121 g l I i A I U l 'I ai-e = 3660 psf. ! s y' I i i i ! /i It i l i i l e 4.9% \\; I i 1 I/ if II I I I I I \\l l i I/ IL l I l l\\ l l I I l I l I I l Il l l }! i l l l l I l ; II l l l 1 i ;

) i 1000 2000 3000 4000 5000 EFFECTIVE NORMAL STRESS, psf b'i 7220-C79-18-1 l

SOIL DESCRIPTION: BROWN SILTY CLAY,S ANDY (CL) CONSVMERS POWER COMPANY l u oUiD PLASTIC SPEctric MIDLAND PL ANT UNITS I 8 2 i uuif ~35% uuli 15 % GRAVITY MIDLAND MICHIGAN MOHR STRENG,TH ENVELOPE w c-FAILURE. CRITERIA _@M / Es (M Ax) TRIAXIAL COMPRESSION 5 TESTS (Clu.) C REMARKS BORING NO. TR2 TEST SERIES SAMPLE U2 N O. 14 0 DEPTH 16. 6 ' - l.7. l ' D ATE JUNE 1979 TECH. //4 M e GOLDBERG,ZOINO.DUNNICLIFF a ASSOCIATES,1NC REVIEWERg&w FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / j

I 1 I i i g l l SKETCHES AT I I Fall'.UR E l l 1 I l d" l I I I I i an ii ' R t i r i Is'l l l l l l f y 0 Vi I I l / 5 fl l I I I l \\ / i i I I I i i l i i e 2000 C. [I II l l I ! I I ! I I I I TEST NC.T142.t.1 5 / l T14 2.1.I l lili i l I = /l 1 ~ 3's/ f (M AX) = 3.21: l l l 3 fl i F-F3 = 2610 psf I l l l l i fI i <=2.1% i l i ; Ii l i o IA i l i i ii I I i I ! I I o 3, ) p L4 i M iI. _ l l l 5 te" / l l l l 1 I I ! l E }- gi fl l l 1 ii! iiii TEST NO. 4iiil I l 1 1 II i l 8 I I ! E I I l l l l l ! NOTE: SAMPLE STAGE l 1 l l I i i l i I l ICONSOLI,D'ATED (0,1720 p sf,. l l l l 1 i i l 3100 psf,3600 psf. REBOUND +' Rl 1 i l i l I TO I440 psf).SAMPLEI l i w z E, _ fI !\\t ! l I l l ISATURAT5D PRIOR TO I i i g ~ wal i i IhiI l l ' I CONSOLID ATIO N. I i l i I E E~ l i i i \\l I I I i ll l l

l. I !

! I rl TEST NO. jw" ~5

:, i l N i

I i i l' I i i i 0 l l l l l bd l l l l l l l l ' i l I i i i%! i i i i I i i l l I I l l l 1 I I I I I ^MI l i I II i ! I l I i ! i e b - o. - I I I I I I ' I I I a! l l ! I I I I i ~, = _o, I i I I i I i i I i i T EST NO.__ O 5 10 15 20 25 AXIAL STRAIN IN PERCENT S 'R 7120-C7918-1 lNITIAL CONDITIONS BEFORE FIN AL .g SolL DESCRIPTION: GREY BROWN SANDY CLAY (CU CONDITIONS SHEAR CONDITIONS a 1 $$ h E e# [ 25 LIMIT 23 % LIMIT 12 84 GRAvlTY b ed l3 : 5 ;= Ng

0 21 E5 a

g!;i c;$' EO E gg t;j OM sg a s-g a. CONSUMERS POWER COMPANY R. + 7 s e E as as.s D"e; g5 gs 5 mE MIDLAND PL ANT UNITS I & 2 a8 w y*g s 3x 2e as s-10 wg zg ic 30 MIDL AND,MICHIG AN y g8 gg M j'b tg to !* =@ TRIAXIAL COMPRESSION g != TESTS (Clu.) y [ 13.7 122.7tMi440!864C i.9 95 13.3 125.0 C06 BORING NO. TR4 TEST SERIES SAMPLE 2 NO. 142 1 DEPTH 13.6MI4.I' D ATE JUNE 1979 TECH. M W z. GOLDBERG,ZOINO DUNNICLIFF S ASSOCIATES,lNC. R EVIEWERMAe r. FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING c/ /

l l I l NOTE: S AMPLE STAGE I { ICONSOLID ATND ( O,1720 psf, 'l I I ' 13100 psf,3600, psf. REBOUND TO fl40'p s f ).'ji AMhN I I y S ATUR ATED. PRIOR TO I g CONSOLIDATION. l l l l l l l l l l< l i f, 00 9

g g

m l l Rl l I i l i I l/'ll11 i i l l l l l / I l lh l I l l l! l ll I I l ll l L l l I I ! 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, ps f I I I I l l l l l l l l l 1 I I I i j i ! l I l l I i l l i ! l l 1 l l I I ! 1 l l 1 I I ! I I I i i l I i g I ' I !. !'ii !I I I I I I m' 4000 i I I I I i i i i 1 ! i i i I I I e E' I i i l Il I I i l 1 l I I i i l l l l [ l I I i i i il i I l l l f I ! I I I I l i l I l l i l i l I l { l i I !I ! I I 1= I I I I ' I ! I I I I ! 2000 I I LJ, 1 I I Il l l l i l I ! I i z* I MO l' L J T l 4 2.1.11 I I I i i i l . [/ l l D'l F /F (M AX) = 3.21' l l l l 3 V If STRESS I\\ l r -e =26lO psf! I I I l l I i e. s ifN PATH! II I e = 2.1 %! i li l i l i i i i i 2000 4000 6000 8000 10,000 b9 EFFECTIVE NORMAL STRESS j ~ z0-C79-18-1 s0IL DESCRIPTION: GREY BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY LICulO PL A STIC SPECIFIC MIDL AND. PL ANT UNITS I & 2 umr__u % umr 12 % GRAVITY 10 0 MIC N p FAILURE CRITERIA GDJ,/ Fs (M AX) TRIAXIAL COMPRESSION 8 TESTS (CILL) E REMARKS BORING NO. TR4 TEST SERIES SAMPLE 2 N O. 14 2 DEPTH __l))ih*i l' l4 D ATE JUNE 1979 TECH. N ML GOLD 8 ERG,ZOINO.DUNNICLIFF a ASSOCIATES,lNC REVIEWER 9 fA FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / /

l j 15,000 g ( l SKETCHES AT I Fall'URE E I I b I I I E I j l i I l l I I ! l I I I I II l e 0 I i i i i i i i / E I l l I d- ^^ l I i j I II I ,#7I i l l I I I i l ( f 5 e i L> ^ i.. i i i i i ! i T E,7 No.T, 3,., j /:' TI4 3.1.1 l l 1 I I /F (MAX) =3Al i i lI l l E j i @/i 3 r -e3 = 3950 psf l 1 !l l l l l i i e TI i i = = 2.8 % l l l ! l I I I II I i h }l ,E 3' l l l i " Ib / ! l l l l l l l l l l I I I [E' /i l l l l ! l NOTE: SAMPLE STAGE l 1 I I TEST NO. D fI I l l I ! i I CONSOLIDATED,(O 2020 psfL ,,g ! I i l i i 3100 psf 3600 psf. REBOUND t I l I i i I TO 2880 pst).S AMPLE ' I i j l l ! i l l l SATURATED PRIOR TO l 1 y I ! i i i ! CONSOLID ATION. l l l l E S,. ' A 1 I I I I I l l I i j ! ! I i UEE ./ ; ! N i I I I I !i l i i l I i i $EE' /I ! i N il i I ! ! l l l l 1 1 !l TEST No. 8M" l l N! ! I i l i I I i i i 2

: l l l

\\ l I l l l l l I I I I I I I I I I ' o it i i i i l l INdI ! l I I I I

'" \\l l l

l l l l 17 I I I I I I e M~h 1 1 ^ If I l l l i TEST NO. l I i i l i il l 0 I 1 I i l I j l l l l l [l i l - 0. 2 0 5 to IS 20 25 AXIAL STRAIN IN PERCENT INITIAL CON 0lT10NS BEFORE FIN AL .g SOIL DESCRIPTION: GREY BROWN SANDYCLAY(CU CONDITIONS SHEAR CONDITIONS 2 $y h,, O E a: 5 LIMIT 23 % LIMIT l 2 % G R AVITY g# sp& %. 5" m e# 2d O1 5S $$ 5 3. 1 g$ 5 oE EU 5; ZE O z" $N IE s.- 5 a-CONSUMERS POWER COMPANY l E as ay wy " Ib gg as og e MIDLAND PLANT UNITS I B 2 Sz 5 f* i" *23 s i;;;

w-M MIDLAND, MICHIGAN Lu g

w$ Eg 25 E@ TRIAXIAL COMPRESSION 5 [ a. E E8 !s! '3 j'b EE >" u is.2 #20.s N2eeoir.szo 2.i se li.e #278 .coe TESTS (Clu) E M I BORING NO. TR4 TEST SERIES SAMPLE 3 NO. 14 3 DEPTH 15,81-16.3' D ATE M AY 1979 TECH. iM/n GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES.INC. REVIEWER "9> FA '^ FILE 2190 enucin vaurs eu cesvwrwan suwmeso uc / /

s l NOTE: SAMPLE STAGE CONSOLID ATED (0,2020 psf, S l 3100 psf,3600 psf. REBOUND 0"2'8 80,p s f ). S AM P LE I l y { S ATURATED P.RIOR TO l l 1 CONSOLIDATION. l I g l l l l m l 4 l j l N l l l l = l A N l 1 I i l / ; \\1 I I I I I/i i i i ! l i I Il l I I I I i l l 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf l l ll l l l l l l l l l I I I l l I I I I I I I i l l l i l i ! l l { l I I l l l l l l l l l l l l 1 I l I I I rI I I I I i l i l i I I m' 4000 m l I i ! I I l i I I I I I I I I y I I II I i i da I ! l I I I I y l l l l } l I/' 'I i I i l i I I I II i ,=9 I I I i i i i I E I I I II i, I I i T14 3.1.1 I i i l I i i 2000 y l[.# i NIf l @,F /F (M AX) = 3.411 l l 3 m l / f1 l l Tl l Iri es = 3950 psf l / M STRESS l\\l < = 2.8 % l I li l I/ '.I PATH I \\i l I l 1 t i I i1 I I i i I i 2000 4000 6000 8000 10,000 EFFECTIVE NORMAL STRESS, psf 7220-C791&- M SolL DESCRIPTION: GREY OROWN S ANDY CLAY (CL) CONSUMERS I'OWER COMPANY u ou!D PLASTIC SPECIFIC MIDLAND PLANT UNITS I & 2 uust 21% LIMIT 12 % GRAVITY l O C N w p FAILURE CRITERIA @ F /I (max) TRIAXIAL COMPRESSION 5 I 3 TESTS (Clu.) E REMARKS BORING NO. TR4 TEST SERIES SAMPLE 3 N O. 14 3 DEPTH 15.8'-16.3' DATEA!AY1979 TECH. 4AMC -GOLDBERG,ZOINO DUNNICLIFF & ASSOCIATES,1NC REVIEWER 95L FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING //

15,000 y SKETCHES b i Y Fall'URE / I b* l l/ l I l l l / I l l 'l I I I l / l l l 0 l/ I 1 I QN ? I }\\ l l_ l e I I i I I I = 5000 S I/ I l ! I I I I I I l ! I TEST w.T145tt

g yl L'

' T l4 5.l.Il l l 1 g fl j F:/F (M AX) =,3.04 3 [j ! r -e = 8530 psf I l' l e 3 FI l l e= 5.9 % i l I l l l 1 1 I l l l l' _i l i l 0 i p"! !! f1i ~ i i l l l I li ! ! I i 3' ^ ~ l I ! l 5 tb" [l l ll l! l l 1 8 l l $[- fi l i l i I ! l l l l l l TEST No. E 4il i I i i l INOTE: SAMPLE STAGE i i ! l 5 I il i i l i i CONSOLIDATED (0,2730 psf, t' Ehl l I i i i 33lO psf,3750 ps t, g I I lX l i I I 15760 psf). S AMPLE I I i ,oo, 1E 3 j i l N l i ISATURATED PRIOR TO I i l w$1 Ii l !\\l i I lCONSOLID ATION. i i i i E ,EJ I 1 I I N i ! l I I I I i i ! 4 gw l l l l l\\l l l l l l l l g l TEST NO. 8 g II I j i i Nil i ! 1 I i i ! l I i l i i h( i l l II ! IQ l I i l i i Al l I I I i [,,' l\\ l l I I II I I !! II X l l l l 1 I I I o E 'w I I I I i i l I + '* I 1 I II

l l

l l j-j l j l - 0.2 TEST uo. O 5 10 15 to 25 AXIAL STRAIN IN PERCENT S9 7220-C79181 INITIAL l CONDITIONS BEFORE FINAL .g SotL DESCRIPTION: GREY BROWN SANDYCLAY(CL) CONDITIONS f SHEAR CONCITIONS 2 m g a t.si g W t- = umT 22 % umr 12 % oRAviTT =8 =5 a g# ;i ed 1 5t ig

0' 5 1 R.

5 m; os Eh !E ; ge gg OM ye EJ g o. CONSUMERS POWER COMPANY E as "y 9

ie _, a

"=g gg jz a g og wE MIDLAND PLANT UNITS l 8 2 g Sz d a 5 s" 10 cr8 "c 20 MIDL AND,MICHIG AN y g !=g e w s g3 gg h j'i ct =@ TRIAXIAL COMPRESSION = M is.s i2i.s M sTscloceo 2.s ss si.s 24.s .oes TESTS (Cil.L) E BORING NO. TR4 TEST SERIES SAMPLE 5 N O. 14 5 DEPTH 26.6l-27.I' D ATE JUNE 1979 TECH. MMJL GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,lNC. REVIEWER /MM FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING g/ /

\\ 4 1 i NOTE: SAMPLE STAGE 'i

l lCONSOLID TiiD,lO[2T30 psf, l

3750 psf Il .I 3310 ps,f,TSIliP[I, i I 10,000 5i60 psf) l i $y l SATURA ED, P_RIOR TO I CONSOLIDATION. I -l g l l i i 1 5000 i i i I m If i'N l l / I '\\l l i l 1 l l l \\ l C 1 i i ll l l 1 II i l I l l l 5000 10,000 15,000 20,000 25,000 TOTAL NORMAL STRESS, psf l l l l l l l l l i l Il l l l l 4 I I i l l l l l l l 1 l l l 1 l i ! l I 5 l l l l 1 I I t i i i l i i l it I l l I I I i l i l I i l l I I s '0' I i i i lii i i i i i i i i IIi i i i i y i I l 1 1 i l I i l I I i I i l i I F l l -f I l 1 1 I I i I l l 1 l l I , l" ' l i I I i l i l 1 I I l y i i ! i M l 1J -T l 4 5.1.Il I l l I i I j F / F (MAX) =_3.04 I l m i jCai") l lN6 3 r -r3 = 8530 psf I l I f'l) STRESS \\ i I fj/f PATH \\

=5.9 %

I l t i I i i 1 il I I I I i l I I l fsj i 5000 10,000 15,000 20,000 25,000 EFFECTIVE NORM AL STRESS, psf 'g g' 7.10-C7918-1 soit DESCRIPTION: GREY BROWN S ANoY CL AY (cij CONSUMERS POWER COMPANY MIDL AND PL ANT UNITS I & 2 Liouso etasWC spectric D MyCggN LiuiT 22 % LIMir 12 % GRAVITY I p FAILURE CRITERIA 6DJi/ Fs (M Ax) TRIAXIAL COMPRESSION 8 TESTS (Clu) E REMARKS BORING NO. TR4 TEST SERIES SAMPLE 5 N O. I45 DEPTH 26 6'-27l' D ATE JUNE l979 TECH. A / M'uJat GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,lNC REVIEWER WP,w FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING 6/ /'

15,000 SKETCHES AT Fall' UR E b" l I I l l lo,000 i l I Ii i I l 1 1 I l l l t, W 1 l l ( E . I I _l _,M~fI l l E I _N I i i l i 'Ii ^v 5 /g"I I I i I i i l I i ! 3,o, I I i l l l ~ l l o -/!

--- T147.1.1 l l

l 1 TEST =o.Tr47 i /I QF /F (MAX) = 3.14 ( i 3 fI l ri-r3 = 6270 p s f I l t ll I i t le = 6.5 % l i ' i I l l l t a 't o 3'o -' I t- _ t _1, _ j i 4 l l i I G I l ll l l l l l "if i I I I i I I l 3.o /i i i l l ! l NOTE: SAMPLE STAGE l l TEST No. [E '- lI i l I I i ! ! l CONSOLIDATED (0,2020 psf, ,,o a l l I I I I I 2740 p s f,3310 p s f,5760 ps f.)_ I I I I II S AMPLE S,ATUR,ATED l l 400o 1 I i l l l PRIOR TO CONSOLIDATION.i 'J' Ii! l l l l l l l Il l W iE S 300o [' l I ! l ! I 'i 'l I i i l l l l I M Ek20co I I I I I I I IIII I I I jo g fi} l l l l l l 7%l l l l l l TEST No. EM I i i I I ! I i l i i l Pi ! I I i icon E ,l I l i I I 1 i l l I l l l 1 l j I I I I I I I I I l I I i l I i l i o I I !I I ! I !I I ! I I I + o.s + o.6 I I I + o' 4 [ l 6.' t l l ^l l 4 l l ll l j l g' l TEST No. o 5 lo 15 to 25 AXIAL STRAIN IN PERCENT 91. 7220-C7913 ' INITIAL CONDITIONS BEFORE FINAL W $04L DESCRIPTloN: bro *N MOTTLED GREY SAtc CONDITIONS SHEAR CONOITIONS z$ CL AYICLI f o Rz L10 Ul0 PLASTIC SPECIFIC e 2 1 $5 h, - T i D 2i LIMIT 23 % LIMIT 13 % GRAVITY I

e#

a g# gi ed OE 5S Ug 8.%. 5.,1 E= } m e"os EO Ep ge tg $N se e-p$ CONSUMERS POWER COMPANY

n :ty "is T -' _, 8 =g 28 g5

,5 MIDLAND PLANT UNITS I & 2 = a w a -g cw as sid id j a go !! M y ci > " 8 ;gzg <c 20 MIDLAND, MICHIGAN y w =" TRIAXlAL COMPRESSION 'o m E i4. sit.siM 57soiceoo s.o 95 is.o i2i.5 .co4 TESTS (Clu.) y BORING NO. TRS TEST SERIES SAMPLE 2 N O. 147 DEPTH

16. L' - 16.6' D ATE JULY l979 TECH.

MM GOLDBERG,ZOINO.DUNNICLIFF B ASSOCIATES,1NC. REVIEWER \\!#M'" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / g

t I NOTE: SAMPLE STAGE 7 CONSO00_ T' ED,(d,205U' psf, 4000 27_40 ps,f,3310_ psf,5760 psf.) i f 1 i S AMPLE SAT,URATED I i l y l PRIOR TO CONSOLIDATION.i } I w i i I s ei w I I / I N I E l i iI ' /, l NI y 2000 j y II /' I Ii I l I / I I l\\ l I f I \\ l l I l l 2000 4000 6000 8000 10,000 TOTAL NORMAL STRESS, psf I ll l l l l l I I I I II I I I !I I I i l I I I I ! I I Il I l l l I I i l i I = i i 1 I t i I I I I. <* i li I I i 4ggg I I i i i l i I,.a r' )T l 47.1.1 l l l E i I I i !I TIV @,F / F (M AX). = 3.14 i 3 y } l M# ~ M I l crg -y3 = _6 270 p s f I f!fl I N l e = 6.5 % l l l E I I / fl ! I NI i l i i I i E I / \\lJ-STRESS i\\l i l l l M l / Wl PATH l l \\l / F,1 \\! i { l I 's \\l i i IK 2000 4000 6000 8000 10,000 EFFECTIVE NORMAL STRESS, psf g3 7MO-C79-181 soll OESCR6Pr3ON:DH"" H"'U 8EiH8? CONSUMERS POWER COMPANY .I U CUID P L A$rlC S P ECIFIC MIDL AND PL ANT UNITS I 8 2 I uuir as % uuir o % onaviry ggggggNG b LOPE N @ F /Fs M Ax TRIAXIAL COMPRESSION 5 FAILURE CRITERIA t TESTS (Clu.) C REMARKS BORING NO, TR5 TEST SERIES SAMPLE 2 N O. 147 DEPTH I6.11 16.6' D ATE JULY 1979 TECH. A LL SE GOLD 8 ERG, ZOINO,DUNNICLIFF & ACSOCIATES,1NC REVIEWEs EMA FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /

i 14,000 SKETCHES AT FAli.URE 12,000 4 7. I 10,000 TEST NC. m a,-a3 77oo p,g b = ~ 'Ir"a 15 G,IT I b~ vi m W 8000 E b 7 l g g m / h [ TEST NO. 5 /) 6000 W l / i O / I / h I / l l I ( I 4000 / l l l I l i l l l l TEST NO. /. / l l 1 I / I I f' ( \\ I U 2000 j N h i / ~ TEST NO.T9951 0 5 10 15 20 25 AXIAL STRAIN IN PERCENT 83 7220-C 79-18-1 SDIL DESCRIPTION: GREY BROWN StLTYCLAY. SANDY =g INITIAL CON 0lT10NS BEFORE FINAL ,,,,,,,, m C """' NS SNEAR c0N0nm g L,,,,, % LIMIT,L,,,,, l& % G R AVITY b es LIMIT 24 a g Ei h E e# 8 E

g y" 2= 0- 5. !#

E. 5 Em 3.

u. E CONSUMERS ~ POWER COMPANY 5

s y' os EM EE 1E Ci UM j$ E i. oz ' MIDLAND PLANT UNITS I 8 2 -{ ={y E as w a-

a y g

m ;; mz {w :fE w ys ja gm [$

gf EgH y

>" != 0 MIDLAND, MICHIGAN y g fr g TRIAXIAL COMPRESSION = [8 u TESTS (uu) [ 2 12.sl20 min aled - 0.5, BORING NO. WI TEST SERIES SAMPLE 5 NO. 995 DEPTH 21.O'.- 21.5' D ATE FEB.1979 TECH. 6 %M1 GOLDBERG,ZOINO.DUNNICLIFF & ASSOCIATES,lNC. REVIEWSR LJ Utu FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 6

I 7000 l 1 SKETCHES / AT /' FAILURE / \\ >,/ 6000 T f -- cr,fs =_ 63 00 o s f f a = 15.0 %i / E 5000 7 7,37,,, I /= c >( m m / W 4000 I m o 5 / m A o / TEST NO. 5 3000 I w / l O [ i 11 l I i [l 2000 ji 4 g ig TEST NO. e/I J1 1000 / TEST NO.T9990-1 0 5 10 15 20 25 AXIAL STRAIN IN PERCENT 7220 C79-18 ' INITIAL CONDITIONS BEFORE FIN AL .g SQll DESCRIPTION: BROWN S ANU.* C...,: CL) CONDITIONS SHEAR CONDITICte!I g

8 * *$

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- MIDLAND PLANT UNITS I & 2 E ag sy w" di:; 30 MIDL AND,MICHIG AN 5; g 5x 3e IE $ ja [" w!g a =8 P =@ TRIAXIAL COMPRESSION !1 e g8 gg M i c = TESTS (uu) [; Ng g.i)23sH421sa - 0.5 BORING NO. W4 TEST SERIES SAMPLE 5 NO. 998 DEPTH 20.O'.20.3' D ATE FEB.1979 TECH. NWM GOLDBERG,ZOINO.DUNNICLIFF & ASSOCIATES,lNC. REVIEWER C/ f%w FILE 2190 / 8 CONSULTANTS IN GEOTECHNICAL ENGINEERING -}}

ML19344A358

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