ML19344A357
| ML19344A357 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 02/29/1980 |
| From: | GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO |
| To: | |
| References | |
| NUDOCS 8008190567 | |
| Download: ML19344A357 (84) | |
Text
{{#Wiki_filter:' SECHTEL ASSM NESSaONAL CORP. m swa wcuuEur strua G-321-D
- i. A wona av enocaso.
--Jos m0 COPY t O wons saav enocano. suunt enn pocumswi. VENDOR L CUE 4T f a o =, g g ; g ljc ao - erro Category _24 d mta c a O navisa ano nasueenv. wona may not enocasD. AAO 1041 7220 t O neview not naounaan, wona may enocaso. ELECT. O son =tonniarson ontv. 30 SEaEoNoamSNaEcau:E*ariorNe.Et _ME C H. h E 'NEELI Please Resu t Correc d I I' A C E J u N P o g* Within M/A Weeks
- "[
g anoio40 722o n .? e,' A(LJ 192 Mo 4/u /Je ' necono o s,. Y BECHTEL CONSUMERS POWER COMPANY (D '1 J l** MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN CONSOLIDATION TESTS Prepared for: Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan 't Prepared by: Goldberg, Zoino,. Dunnicliff & Associates, Inc. 30 Tower Road Newton Upper Falls, Massachusetts yao. C.79- / 7-/ File No. 2190 February 1980 s g00p' i 1aN
.= -
- g- -(, " '
j-CONSUMERS POWER COMPANY . MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN i CONSOLIDATION TESTS ' TABLE OF CONTENTS-No. of Pages 1.0 Consolidation Tests 81 t M i-A i o q Ec H 7220-C79-17-1 uxnuno:zom ranc. ires-rearc. .cearec e a >r m wis - g-g w f e ym" -T-v--s y + r
+ <- CD O M 3 ft M _C M O Q# n O l = I t .4 72?0 r79171
i no OO ' $o h NE $ l SAMPLE l l ll-l l cm z w rj r i INUNDATED r.ig <g O.33 4_ -g PRESSURE' wo f, ..z n .l n o n VS. s os = n .O.'* #hh r#r.3 0 ~."z$ l \\ VOID RATIO e o 'g = Es s ]m g 3 o o 5l 2 : IP :: j 'l I \\ i
- 'o sa s
3 a30 N -4 e a P I N l Ra 4 o ~ it m a 4= 5? 8 wo a m so a$ 3 -l N-s = o o a; eg = 0.28 I l F G" g @.031 tsf l l m> 0.25 em g o $m l $ $62 s$ l l l am 4 e -? u p l 4 $2 4 R4 o 20 4 'o z= REi ? s l = l E3 2 8 =.4 sL I i 9 I i 23 -4 O M CD mmmDO i <otem O go l l l 5*Zr b a z erm I l m y $ qq z"O V TIME FITTING METHOD o o g >og I ( p .,b,i a LOG TIME FITTING METHOD d' d 4' n o. -z_m oo4 _ r ~ v r o O o,3 m [ 8 h io " N k_ 'Ee _ Hy l Z s A MOSM ^ I m.002 oz-eN z s@g I l a a 490A y ser i I m m H gyy -J . O.I O,5 1.0 2.0 4.0 8.0 16 32 si to m em m z 3 $y$ -f O .iG PRESSURE IN TONS PER SQUARE FOOT g 9 FIGURE
l lb l l Ihl!8 l 1 8 l l lYll l8 g t ,9 m E1259 y 19 rx H e. il i i.. i y s i. 1; e i .e i i lit i i P l lll .l 9 9 -f ll o l l o o 9 1 .ii .!f f
- i ii
.t4 ei iI i I;ii ! 4: t I f :i i1 ( liit i llj I lll l Il l l l ll ll bftlll gl .I i; if 1 l fi i l 'I IT I i li J l!I iI g l'i l! g g -i H i .l E _ f iii! ii; iif i 4-i f i i w f liti .it! 1.1. if si I!: 6tte tilt i i If i ij
- lie i
i i i fa it i li ll!! IllI Ill! [ lll Ol hll llll l ![i lll 10l o l l _ l jam ll i lllo o 1 ti! /b i i i.l l' i i / ii ii i / Ii i! i ii i A' I Ii l Iif ii, i i l l l/ ii i j l ii b!l l l fl M l l'l l ! i! I >=~ o o o 2 '8 8 8 8 8 N M'0 8 8 88 N' 2 0 8 0 8 k k k k 5 50 k kk 5 E Ek k k k 5 5 E _lli g I!H Hi li s il ll li l ll Il I 9'8 I I H III is 8 u m p T H 99 y_ 9 m -]+ 9 S, N T 2 s q $ " [-- /! 'ljl 'ii 7 1 l! 5 1 "T 'i ij g 1..,
- i ii i
i i, iisi i e /- .ii, /,, _i_ i: , si i ti. i tj ...i; .t i! m ;. lll , l $ /. i ikll b o ' l! lill l'l! !!I }\\illlo l l l ll l f lll lll!o t 9 ^ 9 9 1. J ra _i[ :ii_ 7. i; .ii Rii .i! iii_ /i. ,i I!i
- l@
.i. .: i y i i if .: _f :i I tii .ii, iiii !i 6 igr l!i is i iii tij .i si. i. g l!! [i! llY'!Il lIl !!l9IIIl ll l !!!l l[llll l l l l l _/)! llllll95 3 9,._, ~,
- ?
. r-
- i E
.j iI i. iY~ ._l i t i !!J i i. iii. ti ,d. .iii.i y +
- i
$1 i T it i is !i i i' M t .i i l l f. f l l l l ,o o o yy - it- +-f ', .71 _.' i. i[ll lll i ,ii .;,i .i, y p i:i ~i:: iii
- i li.
it'l 4 il ii i sii jA il it! !I it i f['! }! lN! l I I l lb _ !!!! [il l l _l! l l[l ! ll! _l l! y --- -.-o 1 o x4 - .o $' U k 8 9 8 8 8 8 88 I 8 8 8 8 8 2 8 8 8 8
- 8. { 8 5
8 k kk 8 8 k 8 8 9 8 8 8 E E_ COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES e') SOIL DESCRIPTION: GREY BROWN S ANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTIC S PECIFIC D RMT MM i a 2 OiAM.21Q.IN. LIMIT 1L% LIMIT 13 8'o G R AvtT Yjl7_l. MIDLAND MICHIGAN i W ATER TOT W T VOID S ATURA-SAMPLE CONTENT, W ElG H T, RATIO T N. H EgT-TIME VS. COMPRESSION CURVES INITI AL 12.0 139.0 0.36 90 0.800 BORING NO E T SERIES .\\ FIN AL 10.6 146.7 0.28 0.748 SAMPLE I N O. 979 DEPTH
- 7. 5'.- 7.9' D ATE FEB.1979 l
TECH. b' Muh. GOLD 8 ERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC. R EVIEWERC) h FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
o 4a+ O g .p ~' o .. H +.4 m '- 4 4 h $b l l I'bM: b I !}db1 M i H
- g.
_.+... F F Y 1 Nj~ !p. T m.- CD 1 -.4 a 4 r g ++
- .+.-
4-.-=.=. d __+.4 , _ i + .g 1. s I*' *.-"*4+ l I M,;;. I 5*. il ' I;_;._ E r i +*p .4 M 1 e e
- a I
I irif E l 1 7 i 1 l S--*'* l
- I 3
1 1 7::$ id ii : di M M i T' { I ' f. N N a 1, f, N =i" - .i:7--+- 4
- 4 4f 4.w r_-
7 e f f .1 I i 8N o o o o o o e o n o o oo e o e o e o e e N N o o. C. o. o =o N N o N o = ~ o O O o ~ Q O o c N O N o ~ m a o o o o oo 0 C. o o o o. o o o o o o. ~ ~ i - 3 o o o 4 =:: u. *+t u. 1 1 J-b'x u. At:r-tm-t +4 :24;- u. jip4 ~ i.+_., di f 24T%C:t 4d
- us It*t'4 +-
i,4
- u)
.1I [ .. ~ F H e- , y,. 5, I ' N
== 1- _ ug. i e e e - t-- N s
- e co q#
d . s spr-- - -4
- 2_.J..j _
_.... M m ri ..n t.- g .p. _.u. n +.._ ., - -- if-_r .._ w.......g i I '[~~ 9,.3.,y,$.. e 4.~ =. K~p} = --t -- -+- ~f (, 5
- 2 >
1 - g 4. i 1 .. 4 3 -~* ~1 +: .pa.t'O.g ~. _ t* E g g %LU$1' */W i - ' - " % ~~~.*. ~, 4_---
t-f_',
1 -l H +4 4 + .. + w
- f+ +,.! }f+
p, g-2, ---tgny-. - E --T -Y.
- why,.fa.
n '1 +,,.,,;,1fn t-----4 m3 2.,4 , j +: + - t' m y,,. _.=,/..n.T_-g
- =;T2:=-
=:
- u u:: !_-
1 uu ~,w. .,, L - +vw 4,,-44e i.- . #,. 4--- ~
- p... dE3:
~ ~ [.,... 4... -t-"=+i.n. n k:EE. t -t=nt==P~~ 1 g kdi NN TZ:d n!i' : N4fih+".+'T' I t l .- -,u, #. 44 4.-- o o o o o
- o. -. 8 o
R o, o8 o o o 0 o.
- 8. o o
,o o o o o 8. 9 8 N m N N e e o N o o o o O. o o o oo o o o o o. o o o o o o oo o. o. o. o o. COMPRESSION IN INCHES COMPRES$10N IN INCHES COMPRESSION IN INCHES r. O SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PL ASTIC $PECIFIC MIDLAND PLANT UNITS I & 2 osau 2 50 N. Limir 22 % Liu T 83 % GRAVITY 2.78 MIDLAND, MICHIGAN u. warER torau ur voio SaruR4 S,.PLE CONSOLIDATION - TEST c0NgENT. wE;s,nT,
- TgN, n,Egr. pgggggggggg@g R aTio INITIAL 62.0 139.0 0.36 90 0.800 BORING g0 bl9'lhEhT SERIES 7
6 FINAL I O.6 14 6.7 0.28 0.748 SAMPLE __ l N O. 979 ~ DEPTH _7. 5 '
- 7. 9 '
D ATE FEB.1979 TECH.- F M*h GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER 5/ D4'"' CONSULTANTS IN GEOTECH.NICAL ENGINEERING / FILE 2190 ff
4 CG OO ll NL l o S SO F N UB N' I f O A" I L T LE A I 2' D A AEW=3mW TR L og L E .ii1 A,G 5 S N C 0 C =. T Z OW l R i 1 NA >Oo =4F9 SO 1 0 %T .N IP T I EE I V .III T I N 4 8 NR M O NO ,T O N I "<2g$*O G,0 W D -@2Q 1 1 EU 4 3 .EUlN 2 B dglR ON 4 8 aGI 4 TN HT R A TLl [~ EI 2 .4 ,T O CC W IT l / I HL I R N IO rA N I 0 0 - AO f S e V I F C F 3 3 -ITB r 5 O O A 1 AS 1 N [ A S D dgf fi L 3 A l Y / ES 1 TA / NS 0 8 %iT C e da I y OU G I GO 0 3 ,NR L l lIIr I NI A GQk: t I C A J 1 Il; Y EA 0 0 HS I II'i ET .7 7 iEA y ( RE NIM C I S 2 5 cG 2 L P E 17 bo N,l 4 0 HH ) L G N ,T C Ao ~- R D S E E E A X V P MP C ET P L O e O c WH L NMh ,c E E R 0 SI R A 7 D N T j 1 O I 2 O L 9a I u 2 .7 O2 LA R / d 5E b = ~u5s S' N 0 I p S N S 0 l' D L E A,DAP C O 3 y t ! uk ~ i 4 C g l 4 CC e TM 7 T 7 I I 0 C .4 9 O CU e I 1 NIHN G IF "T 7 E T ASM L ' S N S N 1 E T E 8^ 2 S E T o 6o N 9 e g 1 9 R 0 I
- y
- aSaW z Hozm We *O 4xw ?ow E
S !ljl 4J l '\\ l l iil< l llll
a o g -- . g o o --n-. l F p r++.*::: 1 1 l!l l g f ~~~~'" l i T j t_ l .I t j l { l i I i f l l l l 0 o o 9 g= gq;
- .,_.,7-_
9 ,--.v- +-. b-o g&;;.;_;
- rp' ':
- K{P~gi.w, in v:
.m j' ~ .1:: : Tc m y:: tr-r,-mn n: J Zp:tT .--- tij-..{. "~ y.. , f.-.. W
- j vi o
h 9 j ^i' 9_---._.a , ~._.. - 9 3 4_ _ ij ): R I' _ i ll i i. 6i a i i i f! '7~ it 66ii l N'~~-lt litt[.ll I l ! lI i l~i JI ~j !III it- !!l li[ 1 tiil 'l l -ll! !lll !b f ll l.o f ll f I ll l f l !I o. o .1: ' J: III[ i ii i i .ii[' I j[ i if V ii Mi i Il [_ [ l _ l d I ! l 7 p .+. y j.
- o 2
R 8 2 J o 2 ? 8 8 8 2 2'? 8 8 8 Sg 0 a8 8 8 8 a aa 8 8 8 8 a a2 8 8 8 aaa y-I IllTo l Ill l l >l!- 1 1 I i "' =I l I m :8 o u-8
== 8==sz = =
- . s
- =w --
h N M T m-- e
- e el-i i
D D:: E::: b i I! !i! i-I e a j N $
- i i
,iI 'II. l l 6 I I t-I tfI tii lI [i N I i! I g Ir ll l l !! O - - - -$ll l l !l le lll ~ 1 o i o o o i. 1 iii i i ""*"
- I r
y t T-g t il i !i 'e !i .? fi it _ tilf j i tI lI i l} f i d! 3 i 5 f! t i i f Il E ill jl t).ll D-f l . l l l l! ll l h 9 3 S yr 9 I .,= ; -+-+-.--r-- !N-i . lWW r .1 N. li i I i li iii IIi I li-i If*I tYN W !ii f f I [ l ! ~ iii Ji !i~ [ l i i l 1 i!l 4 I/I II iI! o o o .: ^ [ r [ r- .I !tir: j .r / I !r II/ !! / 4 i i i l 1 ~ l i i it t/ .iff Al I I If 6 i* O 1" - o -1L Y '-F~- ~ ~ - ' ~ -o 8 9 2 2 ? 8 8 8' e 2 R S S 88 9 2 2 ? 8 8 h ~ 8 8 8 8 8 8 88 8 8 8 8 8 88 8 8 8 8 8 8 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOlt oESCRIPTION: BROWN SANDY CLAY (CL)_ CONSUMERS POWER COMPANY SAMPLE LIQUtO P L ASTIC S PECIFIC MIDLAND PLANT UNITS I & 2 0iAM. 2 5D.lN. UMIT_Zi% UMIT_.13_% GR AVITY 22_!. MIDLAND MICHIGAN u. CONSOLIDATION TEST g WATER TOTALUNIT VOID S ATUR A-SAMPLE CONrENr. w EioNr. RAriO
- riON, N E ' 5 "'-
TIME VS. COMPRESSION CURVES 2 . W$ MT SERIES INirAL I 8 138.4 0.35 83 0.75 BORING \\ FIN AL 11.4 14 4.2 0.31 10 0 0.724 SAMPLE 4 N O. 32 DEPTH L7. l' - 17. 4' D ATE OCT.1978 TECH.
- 2du 4/
R EVIEWER ' 4FI GOLDBERG,ZOINO.DUNNICLIFF 8 ASSOCIATES,1NC. FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
o o o ~~++ +" Wf 't
- 4t~4:,+.++- -
- t. m t g y.y-_
,p[.i.__;11 u it:;4tt I 4 .t u, yn g r .i m tt 1 4 att m 2= ;tt N. u.
- .a.._
1 M 1;$:*u.3 b
- ti;
- t;
- tt
- tn -
d. 4_it." :: 'm 5,.t G.
- i. u 4..
m.1 25ttQ:
- it
"'+tJtt 73 2 t :1 1-7.
w..ml~ t=.! # 24r:42:
~~+~ it:_ '+ i
====!+1
- ~. -++
, :jrt i N"*;-- ggjk: it a $'. }. q x jt 1 [ITMICb.: i; itti 4-1: e s i." '+"- "+* '12 L:: ,.~ ,.+ e. j:.b"t3t
- tt.'t; M.; :
s M it+i"b; 't:.-T*- 5: s
- t:
";;O:nn.... It' g_
- +
_Mit -13' *1 4, rn _: :: ]> ;'.!.d.+t 0 .n4,0 - iM i ..i.._...i e-e - "i '11 ti:M in:-T e
- D t'
- e e a_ .so_. ..m ..p 7 g " ! " t_-:+:p.:31.;t_:t.:; .t.,.-.4._*-"t:.*t..*+.n: --:::::t*t.. g..:.. n". -+' "+*'+ u .t
- 1.::*:
.4 .t z .. +ew- --4,_ i e-.. _ p,, r r a +, .a .=_
- yM '-*~~
..,t i ,._.,.w... 5 a.f 1 - --.I ._!) p-z 1 j.y (. j._.g [. ; in:(=th i * '-+*p,.. y 1 N
- ~#
N _ *;ti, N 4J-: ?t u 5 4e.y= ...;i
- t ~i-C.1*. !* =+==
- =4
- +"t++ttii I
.e g.
- :tn =} p.
~ .nt; n:tnr
- ndnd....
F.:ti at+t9:i::n:t. n. ;
- . h :: h.
ut..t. o :='.:p;Hr Cai
- Ut yagiifi :t*i. !;;i.
- l"ik:;n;
+r tma;;;g"nu tin:. ta:p'o^^^^o^n';o
- n:.
o 'o o o o o o o o o oo o o e o e o e o o N w e e o N o N e o e o N o N b o c 9 9 o o o o. - o o o o N o o o o o
- o. C.
9 8 o. o O - o o o o oo o o. o 0 0 o. o o o -+ :- +m+m.1.. ..rt.r
- .n.t_-t u.
~ t.t+u.tt_h.7.1
- tu..tte.utr..e.1.a! h.
t::- u.
- o..=
,.1.:: 1 m. ~. m _._.4.._. m g g n v+-, -, n== u _u u. t=.~=.;t--n -. =...t =.:= s.;. 3, u. .7 _. l j-N 1 :n: .n a.=. g :::t*
- ==
.%. : w4_ e ____rn n-m ._I* w+t4.nz..__ ..c. 4 =.t,.n.. +p..- +
- .r:r w
-"'t;gt:n_ jig:i;;p. ! "_-*-
- ~@ M...
- 3. :r.-[L...
g [
- ; - - "..:n R.j:t_. _.-.
_E r f
- .. t; 4
...... p.._ e c W':131: :t. _ - e t ~m
- l** L:=:}[::n.-
n: 7-t-,g:~ . _n t n : t:-- = 5 - p.. p.:, 4. y t W$;.ni:.: i w gi.+.J..j f.p-5t r;:tt : h... 5.--., ir 3 M.. -" 7nn[. I 1 1 !p - m.nft:ll:f!C]Lln. f,n CO: ~ IM :$m. _ ;*
- f
- . :: =,
s mntt 14.-f.:p-**' _.i;JiiI!"[: " -] " ' t 1..'.t+.::M j.J:b_. 5
- JJ "d:":: a:l:. :t: *. n : {=:=
I" i,- 5 c O-~ t f.nf fut- =.u..:jaJ:n: ~ ~ ~
- - - - - ----i -
-t : ,2-. :4 4 4 tnptf..... - ~ if - ;.,..in T. :M i ---- ! C-- t*C*!. 37Ci -% pit t #:rnte -I"- n4--
- n
- -..ay;.r
+4 ---i-t - r. _ ~ 3"Ep::o __c c 1 tE r.m: tr:: r;
- e. itm o
o o o o o oo o o o o o oo o o o o o oo o N m - ow e eo N m w c eo N m w c e o o o 8 9 0 o o o o O. o O. 9 8 o oo o o o o o o O. 9 0o 0 o. o. o. o o O. o 4 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRES$lON IN INCHES 4 SOIL DESCRIPTION: - 8ROWN SANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID P L ASTIC SPECIFIC MIDLAND PLANT UNITS ~l a 2. t otAM. 2.50lN. uuiT 24 % ugir 13 % GRAVITY 2 78 MIDL AND,MICHIG AN us wArER rurAtumr voio SAruRA-SAuguE CONSOLIDATION TEST g CONTENT. W ElGHT. R ATIO TION. H E tG HT. 1m u p eig3 u ee pcf INCH Ie v vung w - INITIAL 10.8 138.4 0.35 83 0.750 1 BORING NO. CTI TEST SERIES FINAL 11.4 144.2 0.31 10 0 0.724 SAMPLE 4 N O. 32 DEPTH L7S 717.4' D ATE OCT.1978 TECH. 8 A.141 GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,lNC. REVIEWER ~ WM CONSULTANTS IN GEOTECHNICAL ENGINEERING V 9 FILE 2190
. - ~.. oo .OO EE o I $o i 3 5 I ,j r C G7 z w g rm Pm o O.30 PRESSURE .gz r r $E l SAMPLE .VS-z- a g$ 5, fE! E $ INUNDATED VOID RATIO .3! "g"sl ^5 E5 'N O p N l s o,o zu 6~ mC a a, e$ g 0.25 o z no m .m.a o_ .N wz zc x N m A 08 ." 3 $ g O N g Ir ri m A =, r s h h h $9 $3 y e f = 0.23 A 30 o d @.031 tsi o r, ^ n O.20 b 03 UN b
- s 2" Q l-E oo o
- ED
+ n e m4 m o o 2= n r.; y a gm> y - Em On O no% _p m N oE O 23 a O.15 2-N "r -m " f. s 9 ~ 2M**O O V TIME FIT' TING METHOD b EE O EO a LOG Tib E FI,TTING METiOb z m.zyz O 6 .016 E m* Z g rm@ I m y 2 gn _ p c a b N 'O N O ZZ I Fom .012 -? by be ,-so M p Eva m-2 l ~b k h;$ so o o m e m d y N ojm m o 4 eOz g o a z, ri O z -l i a 2 oqo .004 F RPO Ny Z e n >m m m M 5 'H FTl g>z> l l m o osm cn N4 i G Q osQ M 0.1 0.5 1 2 4 8 16 32 O kg Fi PR~iSSURE IN TONS PER SQUARE FOOT 1 s= ) FIGURE l l
. l l l ll !8 l l 8 I I k i l g t A g ___..7...._ f, --_g.h %,.p_ ..,_ m g= e - --===:i .m o m g==g:g.[=EO mg.4%{ iW m 7,. H +- nt r- ++ ntrH--+ H r '+ -2: , _37 _.i F-m, ~~~' ' - 4 -mt -g'24 ~ L --t ~..~ )l ,f.___..- O O O i g g 2m.+.. r-r9 I i . i 14,, !Ii. i I i i.11I i 1'. E Z-'t4F 4%- 's .T
- i t
i ,I I a i !( 3 3i 3 I .Iil I. I I I4 iS~sIi 8 iI 4, 3 I. ! ( 'i r l'ii
- l
}( l.-l al!I i il l l !l _f liil a 'l il l 4 _d ' ! y k hii! !ll: _f ll.
- !!! Il l lll l ll _,f I!ll l ll9
{ ! ! llfllf ll 9 2 l 9 A 4 W: y' E -.-re - ~J ; pf, j.h b l$f_l h,i~ lNY~' nth$fi$$t" 'j f iii S 14 'il lE Wi il o ll HI l !f II i !!h O_.hI h W mfu!I ih 4 o ..-m. -- ~ P. 1: 'r. _Y .. i i'.1 f,. i i i, i,i. i I ,,i , i,. 4 i:f-i .f., i i
- n.
,is. iiri: ' p. i i;~; i lig'T-T~~ ~ ~T TTT' iii i; i ir 4 i I ll I f l +.g_._ _ c; ,_4_. %_____oa 1 g u_..u.. _%o O O O O O O OO O O g O O OO O O O O O O
- a. 8 8
8 e e8 = ~ = ok' k 8 e ~ 8 8 e e e k o 09 k 8 Oo 8 9 i O o o o 9 o o n,j y ll lW g 11i8 !ll l I I I Ill'olll ll I IU llIll8 m m r' p 77 9 m =2::: ei m -o
- 1:
+ H ~t'- ,,l i!!! 7, n [' ' - ! T;t h t b i N j: 4. II::: i'h ' li 'n lo L u__ _ Ji " ' q iL i %j l! i 5 I! ll ',hl $ I ll !l l 'i ll! I lb !o ll l1 11 ii o .O 3-ge~ 3
==L e =. e .r
- 1 r-1 7
Y ll i[h $b llI II !i li !N il: li l l i il. i, t r i
- l iH !'l T!i TITT-~
hi Hl lil 1 : f I, ll H.jf !l i! hhj V !4 m = _l l-E F : I .i l i i ii liii I !!!F+tn w 1 i r i q ,: 7 ii !!it
- it
.i i
- t i 4
3
- 6. JI
- i i
i .Ili fi it it .:ii iSi !' b ! lll !!I lll ll{i ll' !lll l ![!l l,Illo 9.: i l I[l l! ll l lll -f o: o _-_m.7 - ain[i i [ ..i 'i..llp+ 1 r i til .; /> i >!+! .ri ti i., i i .jri l l T___i f i; ii ti !A, i !! II/i l i i I 1 1. ll f/ l- 'l l i ,_4 'o A ll ll 8 9 8 8 S 8 8k 9 8'8' - 0 1. Cs 8 8 Sg 8' S S 8 8 lJ. i 8 8 8 8 8 8 86 8 8 8 8 8 89 8 8 8 8 4 4 COMPRESSloN lN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPr ON: DARK GREY SANDY CL AYEY SILT (CL-ML) CONSUMERS POWER COMPANY SAMPLE LIQUID P L ASrtC SPECIFIC MIDLAND PLANT UNITS I B 2 oiAM.L M.tN.LIMir 18 % LIMIT-Il % GR AVITy 2.72 MIDLAND w MEN M, MICHIG ANUM MU wArER rorAtu~ir voio sAruRA-SAMPLE CoNrENr. wEionr. RArio Tion. - N EiaN r. TIME VS. COMPRESSION CURVES 2 oct sNCN w IN ITI AL 9.2 14 5.3 0.28 89 0.800 BORING NMMC79TMTISERIES FIN AL 10.0 152.4 0.23 100+ 0.767 SAMPLE 7 N O.- 33 ' DEPTH 27.7'-28.2' D ATE OCT.1978 TECH. 19 AJ A GOLOBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,lNC. R EVI. EWER 14Lm FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING h
i y Nr I I b..~b --.-d.$. '. _:r +"M ! ".*I I I I I 1. I I W-,-t-,t_-- 4+-t" M-" to 1_i. I I I I - 2 sc 41 h.+1. IL : -.$,. m -4 1---- h r - m 4 4 a 4.Tt-- b "[ b ~t " z f +' A''-" + =f "Witk.'a21++!@ +$' E:frir .i!F e m i f "+++ ;+
- 2t
._ r
- ._..g aw r n==
=;u . O: nt =ue . ap;'. tty =th
- ~
- h 7L 7 ft. 11::
$:1 J.: it.*. := ~It:. f:.16 .+- L. 14' .::+,. ; n+.t:. M Fit+ *"t ^ ..t I? t:+& yr**+ T W "" _p.4 t pt:_. ."*;+- ++.+*. 1 +-" 45 L n:=, tit: _u, n:tdi :nt-tir :nt 0 a e . Y ~*"'YI I e N k- ,.-.tC E + - ^- e 6 =n2:i.:.. k'+tr...DAM 7 - ^ i :I; 3 3;::t::p '***"-*"T ttr}: nb.+ 4 5,_ r
- i5 r
i -H4 ++r -r-at-+ + + + ,,-.'",. - T,,.._t2. ~..TTO g F . - +M L: E + h ~.
- l Z p
"l *7.'.y_.- U' : + r.
- ~*?
-i .A.' .' 4 *. . W.H +--, ~ ...~+. .t-*+
+
- +.., -. 4- +-.. A -.a W ,4..a_.g . +4.ry. 4_.,. 4,_+p-.. j g:.'1. .- Agi
- g, gy7
+ ;t.4 :: :. 02:1 - + + -' ...:x.
- Ie 4:I:
. t.r r .r "g.:T,..: +. t-J.tt I: E tt. M_ mg-t ,g m e. .+ . ~ - + [+. 4.++.. 4 44 ---. 6 .... + j +-.. +.f- --+4 4- -.-4.-. ++++.; ggypg77f -++-efQ@tI-
- ,.+;.;
. -"- - + -++: 1
- r:
c N [ N '~ y N 'P f 4_ !!l. f
- }j j f
++*--m-" -.y. ;+..n:1 4. _ e._ aj. 2-m f .=7 ! [:
- f --*"t-+i W
ii :[ 1.- i
- ~~4 r!
t o'i1 l M4+ 1 ii O O O O O O O OO O O O O O OO O O O O O O 8 N v e e O N O N v e O O e - O O O O O -.0 mO N e e e O N i - O O O O 0 o o 9 A A oo 4 o A 9 C-. 09 0 o o 9 4 o LL 'fMTh LL
- Z-{_'
~ Ii4d. ..11 :- fd J O O m x:_a
- t: rtx_
xx: m 'IhIh M.f:~ ~ Y'~ ~ ~ ~ ~ g m u,.r4+ -++4-N* m ++3 i++ + tH+ - b 7 '* I' w +.tt- . r- +i:- ~~~ 1
- b' H t
r M, i,_.44,., 1 1 , _C. .r.u _. m.__ t
- ~e****
-) ii m o ..4 ' $ 3.-'*.J,47 A 2Clib 2 r7
- b
~
- * ~
d y .pd tK.y '**:* :b*:
- I11
~*. 4 a s. ..~ .2 C : *"** p"' .i m .2._4,'_' ' ~ i [ i.
- 4. -
7%'II"7
- 4 h N
.-4 ntr .-p ittrm 1 -- * + + E + + - - i +4.i 4 -,+4 e- ..U*'N7* I ^ I :]
- +i+f4+{
2" - * * * * +m
- .p^t::g:. ay
- ~ft -
E
- 4.,.
K1 . 444 + !I
- T'T**~'
y d3 I{I' d.*"1.F.+ 't_N: ^.. *. Itil'~ ZO'O~d* tj:3y : t;- Y t . + + -
- t.h i--r4 1
+i++.. + -cr.AW : .-J I !. +- i p -+- r -. '.. :.*C"; tit _40: 4;t: "t p.. ' M [4 l+ "+ t 4 H"' 1;. q-
- t 17 1
- 11:1;;
" +. ~ + < j. a. .ut t+. . _, +. i f.h '!Niil N !! [ .E - 4.. T_ .2.. " :, . _,.j i r,_
- 4 h"b..
l O O-C O O O OO O O O O O OO O O O O OO O O O O O O O N n v c cO N m t n eO N e e m o n O C O O oO O O O O o o. o 9 0o 0 o o. o 99 o 0 9 o C. O COMPRESS 100 IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: DARK GREY SANDY CLAYEY SILT (CL-lJL) CONSUMERS POWER COMPANY olau. 2.50 IN. uuir te % t.:ultPLASrib SPECIFIC MIDLAND PLANT UNITS I & 2 S AMPL E LIQUID % GRAVITY 2n MIDLAND, MICHIGAN to WATER TMALUMT VOtO CATURA* SAMPLE CONSOLIDATION TEST g con 4ENr. wE4opr.
- rigN, N,Egr, pgggggggggggo RArio su j
j INITIAL 9.2 145.3 0.28 89 0.800 BORING N622OrQ794tc1 SERIES 7 l FINAL 10.0 152.4 0.23 100 + 0.767 SAMPLE 7 N O. 33 DEPTH. 2 7.75 28.2' DATE OCT.1978 TECH. 6 L441 GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER Vl%.es FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / ff
e no oo 3a I is [)2 8 l E a. l' E" i j '%[ O.35 PRESSURE gG m e r-m 8'E l SAMPLE VS. 2 n qN pf* 3 L' INUNDATED VOID RATIO mo o n o,b O j'i E S d ("5'g G30 o su N mc 3 3.eg O$ .N !* "-E"]g* Q i N m-N e N QP U c, N z% 9 9 Eg 50 0 N gn N u c- = 2 s s >p N W '_3 p e = 0.27 \\ ~ r> Q25 o e 43 # g3g,,, ~_ x mm Z
- hg g=
l o o e 29 '? ER $ .m4 9 o 2 a:;; z m N
- ES" 45 m
$ 8 E oz $' k O2C
- p H o m at o V TIME FITtle G METHOD mmm>O I$*yz E3 O
- m. x O
gn a LOG TIME FITTilNG METHOD _o ,ois E Z 2 I m $ bm 2 qM ES$ l P oO ozz B AN f .012 . MF I j N N"N"o 0 6 $ o m 1 o$ .CD to =D .008 w_ rgo ~ s g 90 Ecg r-n ozH WZ 22 o n a po.m %.)4wwg OHO l' O u y. m m H *-a m 2-U o l l l O um m m2 ro Q oi$ q so < O.1 0.5 1 2 4 8 16 32 o E PRESSURE IN TONS PER SQUARE FOOT m FIGURE-
- - - - - - - ~
- - l.
l l I !8 -33:5g-m w m 8 l L 8 g m g m
- +
7; g.II F t++-- i H E H t+lii i ~-~~t m ;_:: i 2 :: ~::::: i. t i li 8 i 'l l ' i. 8 8 ll Ifi O O O o O 9 i Ii .,l '. i i e; rili iis i,' 1 i t i iii i w ,gl[_f__ i i 4__ i i - if i i it! i;i ii lifi j l!! ll l ll [ Il l l lM ll =.! g;;;
- l l
E ~ . - -. 9 2 -q 9 9 j-
- + + -+
. w -++ t -w E = *~; .f .i y 2-i: / 2 .it i iii i i i l y i i+- 3.f if i iiji it i f. !I .jit i i i 11: til !76 l I .7 _ +ll-f l l l !.!.--.- I O O o [ . [ 1./.. -ii 1 is if i ji / 6i 6 if ii I I ff I I)I l l b f ll l -e-o O e O o' o o O O O o O' O O O O OO O' O O O O Og 8 8 8 8 9 58 "8 E 9 50 8 8 9 5 0 q q q q 8 e qq 0 8 8 q qq q q q q q q A=" f :j -[ $ i!!!8 4..4mi f i gg8 --"l l l 'O O l l l l j l-l I L l I to 9 o u. ..- - 8 = +7_.. "v I H ,E N Q ~'"' ii [T 1 1 lI I I! l1! D *T"~ ii. iiii 7 .ii N M i h l l $ fl l lf $ l ti f It il i N t l ! Ti i il 61.[ 8 0 I iill i 8 _I g l l .!! ll l! I ll l D ~ g g N
- i -l f i,_
I h_ I 1 t 1. if i i w ,#ii ,!!d 4 t a J i. +ii la i'f Il il i i I! f! I-I' i l I S i y I l f [III ll l lll ll [ I l ll l f ll 3 E S E' 4 _f- ,= -? E _1 u. i .i r i 1 .:i r .u
- i :1 i4I.
i 1i Ii .:ii y
- i I T !. !1 j]
'[j f i i iii i .t i iif 6 i i _li if! - I i 146 t o ygepgg =n i O O y ggggyp yy y mu = 6 ( l i I I'i or i i n t v m if I iff I i i l/ i i llll i ' j -+---- - o _ 9' 8 R S 8 88 A 8 8 8 8 I o O W N 8 8 8 8 88 h8 8 8 8 8 8$ 8 8 8 8 88 8 8 8 4 4,1d COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: GREY BROWN CLAYEY SAND (SC) CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 LfQUID P L ASriC SPECIFIC S A MPLE50 lN. LIMIT 26 % LIM T_.!.;Lc4 o R Avery 2.72 MIDLANO, MICHIGAN to Oiaw. WArER TOTALUMT VOlO SAruRA-SAMPLE cONrENr. w Eioar. RArio
- riON, w Eio H'-
TIME VS. COMPRESSION CURVES 5
- A set INCH g
i INirl AL 12.0 142.9 0.33 99 0.800 BORING kO.204791fAdr SERIES FIN AL 10.5 14 7.7 0.27 100+ 0.764 SAMPLE 7 NO._35 DEPTH 27.71-28.2' D ATE OCT 1978 TECH. ll h REVIEWER 9h FILE 2190 GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. CONSULTANTS IN GEOTECHNICAL ENGINEERING / [
l 1 O O O ,.6 4.g 4 ..-j.{ 4 y +i. J. g ,4 4.a;.&c. ..44.. A q;;,- .+.. k ~ 4-- 1 +4 9 . g T +- -+- . m e--+ ++ . m + +,. H
- g. p
,p41+p- .+i.0 .p to -.+ - + 4 ...+.. p -...- ygy"jT* g1'I""+-. r.+ EM $ N,1 M ~^ , 7 4a+ M w. i .a._ = = i ::=: .e ~ +. .? T .1 .."t _"**t"-- i -a+ 1I f"L; N.* 7 ~
- .~ ^"iIC
-**+ 4- .+44.-. 6 4-p., .,-Q{ 1 (g ~; . p.,. 4.. .- M q .+,,,. .i$$4:'i t.'f'Itd'{4""~t"'" 3E.t:1 " 11-i$'
- li! [:1 :"
..:T:$1'4 h -e i.. I..?I : L:tttd:? titt 0,. E
- d1tMTwil ilt:
1 2
- tt v,.:.
f:+N:
- , I. "I
{1T" hl'" d'I' n= a.. 4.-'f f. ' T: ~~:1.1. 'l.' i..' '{3 3
- + ~**,.w};i:
I
- m.e t
w or s o n o N*~;t*t + h' 8 2 1 1i.i NFF4t t'+**; i Tl - +2L 4:h4+ '.'%+,--.,! ]' 4 [. i 1
- ,1
- M:" - -. + +..++-+
- ! ++.
- -..v
+ +L*++4+ ; ~ " ' Z e ' 4- -* L* tt .+f && y4 + + + ~***"N .lf ~' i-h-Y" ff' 1, 4A J . {. 1 I ' g-e-+ - - ++. >= m 1 m m -f ++.t-". 1-I '~ +;tfi I J 7 'E' ~~~"**' 7 4f4 A..--&4 4+ 4' . f -++tt 1 +! **t
- f***'
.11 ?i
- 44,j7 f t-rg
- +'t--L+Pt ++'.
' * * * + ' "+**'t++--
- ","-H"-
e .7f ;;;4d ^^; i+f ~ ~ lli: ..- - F+4-N ,,f ~ ~ '+ /':-+: ' .+.+.+-- 79+ /
- n.
.,i.;: ,!! D'"I k.J-M b+d+- MEitft l !!! i! o @ 5!! T o 1 1 o O O O O O O OO O O O O O OO o o o o o O O N t e e o N O N e e e O N O N O >= 0 N c 0 0 0 0 0 -O O O O O - 0 0 0 0 O, q O O q O, go o q O, q q 90, O, q q q Q q 4 O O qt 4444 O ,.6 4944 -44 4 "g g p.. {..pg a-..- ..,4 1 1 1 --T:-. 1 . g,--+ M -.:"i.i:
- ""t A t.
m 2.;.A. -- & p
- + + + -
-_+ y .e4.+.;- p 4_.a . m i3, i t r 14 ;;! & +-+ 4 see -+4-t t. 4 g +. ++++-t *? *-t g 4-.-+-+4+- .*+++. 1 3 . p ..-g
- +
g -5 + g 1. 4 i I e y, g 1 N - '1 . i 1 I.
- I'
,r, i; t e -+-++ e g b ,H.- '!!;~' N M ai-.--
- +*
~ .__._. M-..iM.+ m
- E
- tin St +--
w 2 A = = m +-++-.-' 4+- t+. t* , 7 t +ff ** a + + + -+t-+- -i+ 4 + +t..+,c. 4 ,+4
- t4
++ti-4 +.+++i- -'4.id.+,~'YII'. fI-F- *T.y; t 4.,_,- + +
- _
I^- - **1 +**+-~
- i
(([*
- +[I 3
4 +;+ -Y { +, ,g, f *+- --a-
- ,t.
+H t- '^ +++M-++-*' + *r-*++-*- 2 4 ++- N+ +- + + + + -++-+- -*---t*- - +---~
- g
$- ^ ++4 ++ % _ Q*2atnh.,.2 ~ ~ ~ z 2't:$272*N. 7112'T.iTE-iC: 1i"pi +Hf ~ 3
- ._.in
- rgstytt:.w
'Igtesg +~~~~ M
- ekh.
-" _n. g..N. M- ;- t#1" 0.4 j .L.II'*/" p u.,1it *::}t;
- tt"ITil:
1.J-
- * ' + ~
- +
- =-e:
- :4 1 t:t- +::=
- = ~*
m e .arr itzt:: :tnr. p;: IN' 7 +iI -lI E 3h-Ad+d1+++ .- 4 + - - ++-* .y + . * + - ---+t- '*""*d'N *[ * * +"f+Tt" "P+ f_ "*+**'-***+ [** i '.!!;1 ~1 * * +*+T" .M*-*- i Of.'.'..f7.C1-. +ithM 4av 4s";t:0 y *~tt"' ++-+-
- - j-r 1
n ~ .yny.
- .4 y p.y.
.. --y..z, p. ._. [M.- jv.i ++4+- 7MM t O O O O O. O O OO O N m e o eO O O O O O OO O O O O O C N m T n eO N e e e O O O O O O O OO O O O O O OO O O O O N o o o o o. o. oo o 9 o o 0 9 c. o. o o. 9 o -o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES b 7220 C79.171 SolL DESCRIPrl0N: GREY BROWN CLAYEY SAND (Sd) CONSUMERS POWER COMPANY SAMPLE LlOUID PLASTIC SPECIFIC MIDLAND PLANT UNITS I a 2 osau. 2 50in. Liuir_. 26 % LIMir 82 % GRAVITY 2.72 MIDLAND, MICHIGAN w warER toratusir voio Saruna-SauPtE CONSOLIDATION TEST g con 4Enr, wE;opr,
- rigN, n,Egr, TIME VS. COMPRESSION CURVES E Rario w
INirlAL 12.0 14 2.9 0.33 99 0.800 BORING NO. CT2 TEST SERIES FINAL 10.5 1 4 7.7 0.27 100+ 0.764 SAMPLE 7 N O. _ _3 5 i DEPTH _ 2.7.T T 2 8. 2' DATE OCT 1978 TECH. N 1b*% GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,lNC. REVIEWER G f/+t 24 FILE 2190 i CONSULTANTS IN GEOTECHNICAL ENGINEERING 8
i d 4 g o s. !z mm a ~ g>o m m 5 g - / h O
- ?
0 = 7 \\ / I 'M / I 4 A s@ C / / / m W CC N f mzO O h W C C W f I 2-O I I g 2 / I W / / 2 "z ~ f / ~ ~ 0@ / 88 o ( 1 1 x o G-i o l b bC 'w f C3 w 2 N-m - OM Co i " O. >3 e Q) o o i d I Z / VOID RATIO. e C,,CM /0EC i l-1 I R 0 8 5 E i LU O O O S0lt DESCRIPTION; GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LtQulD ' PL ASTIC SPECIFIC otAu L1Q.tN. LIMIT _jll_% LIMITl% GR AVITY.;Lu MIDL AN D, MICHIG AN y wArEn ToTALuHrr voio SAru=A-SaMeLE CONSOLIDATION TEST o CONTENT, WEIGHT. R ATIO
- flON, H EIGHT, 3
INCH 7220-C7917-1 INITIAL 8.4 140.0 0.32 72 0.750 BORING NO. CT5 TEST SERIES FIN AL -10.2 14 9.3 0.26 IOOt 0.715 SAMPLE 5 N O. 36-( DEPTH 22.8'-23.3, D ATE OCT l978 l TECH. LV AM f GOLOBERG,ZOINO DUNNICLIFF & ASSOCIATES,1NC. REVIEWER ' < Ca FILE 2190 l CONSULTANTS IN GEOTECHNICAL ENGINEERING If l
Q !iA= g - ---o -; m --o .~...]L.ro p q, p
- _.4 ---~~
~ g; ' m
- y:.
F { F- _'.: TT I E 1 i i i. T l.-- I is e i i i I I l 0 o o ^ o -..-+- g
- _,4
.; r. --_-Q
- b;
+, I }d_ i 1 Y i II f 7 I
- I
- I I
I g i l' l I' I i i' y ni i it i i i A n e i i a i t; llc II 'Ii fi II l ll l if; l l l _.%a!!!! lb E e e.__.- .ge = !s ,f, __ei i i i i iFw E .~.- %9 r. 0- ~~t-W
- i 7
i
- i i
r i i; -g.. If pn11- !d t(L L_p- _E - -4 J. ! l. ll _I ll if l l 1o m i o o i .n r ii
- i i
i i '.i I r iri i 1. ti: !!im I I i i. I .i ii i i v: i illJ i fl~ l if I-I i i l/ f l/ !! l m, o---~~.,.j-7 o_ i O 2 '? .8 8 8 2 8 2 ~? 8 8 8 28 8 8 R 8 8 8 $8 8 8 8 4 44 8 8 8 8 s 48 8 4 4 55 ? lll
- s Il IL
-l l---g 'o l l Io IL =:: o . 'L m 8-_..- (L m =y -l8 - u f' F u ii, o !i' h I b IE _t 7 -L! 4 iii ! i i i i i N T *p; i ' i ii t t*. I s 8 I e4 eiit i Ii i l l ( l 1 0 e. P. i ll l lI lll l l ll ll l l! l l ~ o o o g'- .- 9 e 4,
- ... o 4
F,/ it o i ii ! if f d : i l' ii i..d J(: i I i' ii!; ,i !!!i iiit 1 3' ii li 'i!- t! itif il il i ill i i 1 llil lll fl/ i li l llll l! lif !! !!l ll o o _ l [! ll. y,: g-o 74 5 . il. _,I i e j i; E ur i i ! 1. J. _.,u: . JJ[; 1 II I.i 'j i e W
- j[
] ' [l 'jj i lij'I'~~I Y;,C .11.li ijl li' lii [t i i !f I i d 3 q.%l-.=-wl _ !ll II/I l l lI! l I! i I! l o o l I' l! o my ~ = ~~~- +--y
- =:t y 3==~
+-**tf. i
- j$
1. --1M.. k i i 1 t' 'l i i i . G. I . LS-b I' l l I l -, k....
~~
..-.l l i I $'~ 8 g ,1 5 o 9 2 R ? R 8$ 2 ? 8 8 8 2 2 ~ ? 8 8 8 ~ o a. 8 8 8 8 86 8 8 8 8 4 ?! 8 8 8 8 E q l7 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPrlON: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTt S PECIFIC MIDLAND PLANT UNITS I a 2 otAM. 2.50 IN. LIMtf 2 3 % LIMIT _ 2_% GR AViry 2.73 MIDL AND, MICHIG AN L CONSOLIDATION TEST i WATER TOTALUNIT VOlO S ATUR A-SAMPLE cONrENr. wEiour, RAriO
- riON, n Eionr.
TIME VS. COMPRESSION CURVES 5 FIN AL 10.2 14 9.3 0.26 100+ 0.715 SAMPLE . d Eb SERIES INITI AL .4 i O.0 0.32 7 075 BORING 5 N O. 36 D EPTH __ 2 2.8T 2.3.3' D ATE OCT.1978 TECH. WL GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC. REVIEWER W . 2+fFILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING [
.O.- ,g.m,m ~ ,L [g,, ...,..L.... O_ s 4 . m. O m... ,. + -. ~%$$' ,,.,4 4e..4,mn. g e -.+ j ., +. g
- i. e..-2
,,,.w 4,.,.+..+ , M - y+ %..w..-, g m +++. + 4# } _+. .p., ,9 a .- 2 .e
- p. a.... j
- a4..+ 4 - 2 ,.2 w s tt., - s e,,p-P., l*. t ';t:t . 4, 0,, t t
- - a co
. I Q ;.ttr
- ity;t_.
c t. nt
- f.d e.tu t n".... t "-_: :O.
- t. J
- ' +t._.-..e.,
...,j. e g 1 7 ..}..:. 3. +- g 4, ,...o.jt.u.i t 4., ........o.. .4,*t. ...,.4. . +. ,41. ..L N m. N.t. a - t'.1 +..,..+ t..,. 4,.,....,*o,.,...- k - ~..
- .. tt t.
+..,.. ._1..,.*.. + ... + b -~ tc
- b b, n: *.1 ~.. t h. t.
- 4
.o,... .+m... +_.._. ..w:,...,.. 1 +... .,,.3. m + ..w .t - .. 4.t.T. . t+, t ++...nt: w w. .4, 4,1.,.... i n., .t 4 .y,. I - _4. ..4... .?:._.t 2,,e , L ++ ..w 4.. 4+++,..t++-&.+. o s L.+**+ - + - +. - * * - * + *t.. ~. o %: -..-....J L. t+L..- - g z g T*L,1. g ., o . +.. .. + .i ,...m.+ z _..i.
- 54 - - -
- - -..LT i, +...- ,..,..p..+.- u., e s....1 i w .+.w.- 2
- +.
+ -a; 4 e + p.-...M. f.L:.4 +. 4d 4
- o..
- 3 +. -,. .m, +. ...+ --4 .4.. ,.,.j..=. - ., 4,, ...e w t.j,.,;. 4,.r-i 4., .m- ,_. _ g' + - - - -
- 7.:.
7,.+ ..w. ..tt4. + + .t. + ....~.... T'.n=. C
- r:## +.
.nt- $M.* , i iC- -*~ - - ' ~."* 3 . ;:.q 4
- l::.
i.. +..,.
- f...-.
..o ~** .i.._ .. ~.... 4 . 4,,t*. u. L. ... o..,.,..m. +.o. - +,...
- d. y
- 5..,t
't1 - tt. ++++ ?- q..,. . t i,f ' t* t* t 0 ~* t + t tttF't* 'ff?!~ tt -"4 t+*- 4..
- t. ttM h' Pt 0
0 0 0 0 O OO O O O O O 00 O O O O O O O m e e e O mO m e e e O uo n O c O o O O o o -o O O O O -0 0 u u n 8 8 9 9 0 9 09 O. 9 9 9 O O. O. 9 0 0 9 9 0 O -~.4~'
- 4-i +i 4 +.
O O 4+ +. ,,2..o. w IL. &.H. lb +v-.4 4 9. 4, r-4 p}.- .v.. 1 A,6i+ 4 .. i L 4+4+. 4.r. 4 - . g i +, g H -++.. . (L -- + +6 4 4 .+*+ 4. 4 4 +.+ .+ + .+++- .A+*. -., I. : lk -A. .4 m... + ...+.e... +.. .. -. + + Je a .4.,. . w., ....9 , r. g . b H e e y p .. H.- +. y N..+. y I -;e 4 m +4 + g _I g g e e --, e L
- w. : -.. _--
a =.+:.;x,. ..y .p.. L.. ~ = ++. 4 [+d+.'. ~.~. ! :,** ^. C +*U..:. W.. ~=r*'.:..
- n-
. - *~ : 1.*.:.-*.*" - ..n..-T: o . 4.... w ,,+. 4.;.... O 3 ....ei s... +.e e ~. ~ o.. O II O ,,.m .ti y1.-... -.....t z .t .--l.. 2 6:.o.... 1 .r G d c .M* ,C "'.*:*,*,'.N.1 N.f., J ,I*.* Z.T '** * * :.'l11 7. 'C. .'1*. .! *.*:~ Z L.. (... w r.... + w '.g T T T
- 3.,q.,+
2 y... . ;,y.1.*1.:.._. M. *. 4.r m.-...: :.. '.p: ". --*3..
- n. H
- n. "_g
.g 1 M = i y .y f- ++* n.v ."..}'
- :.;:.. ;;: 4=--
,.l. t +-
- _f. n. A.y.4, i
,p ~.. ~. e.......... i - a 4 ' :- N ..o o. N ... L'.'. 'C..d.:.;;.,v. N '.~**N***l!t;* !.. ;*
- C....! ' ;.:-. ;; qC~
? **" J. ~, g6... 6.... P.-~... ..* L 4.. ..,-- +o.
- ... +:.
.4 _.. ~_: . +.+. -t*+.-.1,* ~..e,.,
- a.. -. -
+.
- .* b -*
4 e4., . ~.9 :. H,41 .u+. -.+.t..+~+ - -.t****''*-"- tt+ ttttp' "..,.g,? .+c + + ... p." g4 w...- 4-3 '. + +. r. ' gg.- 0 0 0 0 0 O O O O O OO O' - ' -^ ^4'***+****'O +.b '+++P 4+*+~ ++++" .t t-O O O O O O N M T C N e e e O N O N v e e O w Q 9 9 g. Q QQ Q Q Q Q QQ Q Q Q Q C, O O O O O O O O O -O O O O O g O, COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL OESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY otAM. 2.50 IN. UMIT 2l cy, tgygy 12 e/o GRAVITY 2.73 MIDLAND, MICHIGAN ~lGT SAMPLE LIQUID . P L ASTIC SPECIFIC MIDLAND PLANT UNITS I a 2 h warER tmaLar v0io SaruR4 S,M,LE CONSOLIDATION TEST g CON 4ENr. w E4G,HT.
- TigN, H,Egr.
pgggggggggge Rario INITIAL 8.4 140.0 0.32 72 - 0.750 ' h Sh SERIES. BORING N i FINAL 10.2 14 9.3 0.26 100 + 0.715 SAMPLE 5 N O. 36 DEPTH 22.89 23T DATE OCT.1978 TECH. d ldu b GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER W44" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
- (/
O w= H m g E o l E 5 / H 0 O f ~~ f O / / u f o o / T O m mw O CL g mz O O F W b* WD 00 Z r l 'do / ~ Z / W lE 5 Y ?? / w w o w 2 _2 m ^ / 8 A e / z p Eb i .,_ g g-! m. OE $e3 "O O 4 IN) O VOlO R ATIO. e Cv,cu z/SEC 1 r i n. O o 8 8 e a m m N O d O CONSUMERS POWER COMPANY SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CC MIDLAND PLANT UNITS I & 2 ofAMII5alN 1 % R W lQ MIDL AND,MICHIG AN g I T 22
- MI CONSOLIDATION TESYU 5
WATER TOTALUNIT VOID SATURA* SAMPLE CONTENT, WEIGHT, 8 ATIO
- TION, H EIG HT, ect inca 7220-C79-17-1 u
/ INITIAL 13.1 138.5 0.38 93 0.800 BORING NO. ' CT6 TEST SERIES I FINAL I l.O 14 6.4 0.28 0.743 SAMPLE 2 N O. 167 DEPTH l4.9,- 15.2, DATE MAR.1979 l TECH.Aki de GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC. REVIEWnR fl64 FILI 2190 i CONSULTANTS IN GEOTECHNICAL ENGINEERING ( l j
4 4 l ll ll M8 ll ll l ! l Il8 m 79 ={8 !I! l L u. 6 g q 1 a = p TT: i. i . e m o iis e t i i; e i te i i o ll l:l l 'o l l l l II l l o e e e -1 1 l .,. I***" isi! ii .[ i .,i i. .[ !i u i i ni i i aj u 'l II lll Il Ift Ii 'I' l-fil 5 ini n
- ,f 4
i f e l! I I lll1 i 71 1 e e en = = .5 i i ra J. o.J i o
- 1 m a
m o i., o u i _ef.ui u-ni un i uf ni i o i i r, nu u [ ' ll k I' ! lo o o .,r ,nn i,. l ,i,e, ,r. m m .i.. i, m. ..o .o / l i 1} i iiii f l I i 6 jll! I p'I t i Ii t I l I ! l l .6 . ~ o o 8 2 '? 8 8 8 Sg a 8 g 88 -,2' S g 8 8 8 8 8 8 4 Eq 8 8 8 4 4 48 8 kk q E E Ill b I IA i b 8llll I
- u. I fl 8 l l
lllldl 8 u. s =_#
- s e; m +4 -
e-m.,_ : e I
- i ! $
i/I 1/ I... .i on un u, i iu i iifi.. ii; m
- i
~ i. ,i.4 fu uw i ,,.i o n i m 7 i. un.u.i 4 r e e: --l ll l.o I hI ll !l l I ll 0 o m -e
- /
i L o,:,L + s o m. u_. f ;. o m 4 o ou + u ji. ,i!! yi ji.. I irti t. iii
- J..ii ii i,
ii-i 14 !!ij iii g.it ti ! g !!H ! lifi I/I ll Hi 4 11 hf Hii lil- 'Hi lll llll llll Ilj/lill lil,j 4 ^o = .= .= m-li+! l-M ll lll. ii! il un n ilh !f !ll i l' lii lilo l I ,,pu o; o m: i. = jj.; y n t .o 1 i ll il ll li l I 7,,,l i I! l!L o o w _n Ni;i H! . _.y i t i m no iw i i .jo i
- i
- ii no ijl ii i
o un i i i 3 // l i I_ l> l _ Il!/ I I i l l i ll _lH X l Il M. _, o :**g. o *++" d
- md e
2 R ? -8 88 2 ? 8 8 8 28 2 ? 8 8 8 2 o. k k k o.
- 8. k k
- k. 8 o
E Ekkk8 E E o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LloulD P L ASTIC SPECIFIC MIDLAND PLANT UNITS I' 8 2 OIA M. L52.lN. L t M IT 22 % LIMIT II % GR AVITYIlQ. MIDLAND MICHIGAN <s,, b WATER TOTAL UNIT volo SATURA-SAMPLE CONTENT. W EIGHT, RATIO T{O N, H EIG H T, TIME VS. COMPRESSION CURVES 5 INITI AL i .I I 8.5 0.38 9 0.800 BORING NO S SERIES 0.743 SAMPLE 2 N O. 167 FIN AL - 1 I.O I46.4 0.28 DEPTH 14.9'.- 15. 2' D ATE M AR.1979 TECH. 81 der GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER fEf" FILE 219O CONSULTANTS IN GEOTECHNICAL ENGINEERING I l
'e. o _ o o q3 - 4.;Hg i r .>1 1 g -e l l9 up.- g 4 1 .i d. 1 1 .u.+ 1 1 i gu 32. d H+ 4 . g !4.n:Lt n 44_.. 1 .g; m g _;;;;; +t i II:"+I:I f IIII t m _; e '++-+* N 1 1 i 1 ir 1 i g i i i i -n+.-.+++.'-e Ni iE +ua i*t ***t+- I t*++t'+++" .%. i ljg3 R r i i 1 -4 74' ~~ 4+i g ,ii G i e i
- i:
M g 4i 2{..p H F+ +Ltit: :i;t 1 .ii: l l . A, 2, - 4-4+a+ z i >1 1 1-
- i;, -
r 2 1 i 1 1 J w 1 _ l i' 3 1 .1 1.1 9 . *~+--+++ n -/.:-*ItN n> _1 '+' t . iht.[nt tii: .jf' iti:: ~' '
- -+-
+ + + + - - -
- ++-
i: : h ?t ++~
- W
> i .1 y;~ N , g... N 2 N 1 i 1 : 4, u-3 1 1 : i i+-- 5 /. ~ aa y:..aa: . f.' X .n I i[ ] A i i'il o L i;,' ?!:li l 2 o rti! eM: ;; l1,i o 1 1 1 1 o o o o o o oo m o o o o oo e o o o e o o. -N en o N D >~ O N c N o N D k o N T o -o o o o o o o 9 o o.
- o. o.
o. o. o. o 0
- o. o.
o C. o. O. -9 -o o o o o o o o o o o o o it -__g. 4 444 <!;r l' Il t g g to ;t:# tt i 1 2 ,He f C[g s g -- e p -;4+ -4H-ii w - ~ x !,i' iii ! I N TUZ h Tit'ii' h i e i i-m'ttt+ : . N
- +
- t
~ s .~.+ ~ 4 a- -wa *titi _r; e 'itt;n: 5 iMf h 1;*- i i i.! +,- O 4~.2 + 1 % -"t+*
- + i.;;
- @..+.+W
~ ~ ~ r A ,m 1 1 m r- +H: 2
- +4--+ -
i: '.. o o o M' f M-+-- +4 I ~ i in 544i 4 g _;c; - -l-i d;--+ I-- l1 f $
- i.
E n 4ttt I,; 1HT*@::::: 34 li,., ;;*. ! : n$ 5 O:t++ 1 1: .p. 11,.- .; 1; n o,.s it-fgI= + + + -
- ++47-+++-.4m ++--
@ ddli-. *I!* ~'** *Nf?dI$d i! .~ ~ p-r+ -- i.j+++++/- +t-.+4+- f h.+d., jf.2 +&i -++ +--r +---+-- W i + * ++ q:::t:- n- ;t;*/ *+- M- ,I[p g;tti_. DA'+ : li t-..T'$t' - - M? + -f.+"'*-ii.iM- _ i ; ^i '++W +'**
- ++
. f. _ g2 _i 1:t tV..
- 4&+44.-
, y %"t-t+py+tyt:2;:,o ;:tm, y-i ugs q4 4t:: %gt++++r gt: n, 2 p u ~ o o oo o o o 0-o o o o o o o o o o o o o N to T O W o N T W W o N o N T W m o o o o o o o oo o o o o -o o o o o N o, o q O, o, o, o, o, o, o, o, o, o, o, o, o, o, o o, o, o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIOUl0 PL ASTIC SPECIFIC MIDLAND PLANT UNITS I & 2 oiAu.2.50 iN. Liuir.. 22 =/. Liuir 11 a/. oRAvity 2.70 MIDLAND, MICHIGAN d j it' CONSOLIDATION TEST g WATER-TOTALUNIT VOtD SATURA-SAMPLE ca.4eNr.w E;c,sr. rigN. s,EgT, BE E@WR MWWEE ratio Om l71 INITIAL 13 I I38.5 0*38 93 0.800 BORING NO. CT6 TEST SERIES FINAL I l.O 14 6.4 0.28 0.743 SAMPLE 2 N O. 167 DEPTH I 4.9l.- 15. 2' DATE M AR.1979 TECH. O M4AL GOLDBERG,2OINO,DUNNICLIFF B ASSOCIATES,1NC. REVIEWER 7M e FILE 2190 6 CONSULTANTS IN GEOTECHNICAL ENGINEERING
i no .co I i ,, 3 SAMPLE I cm E 3 _E g i: INUNDATED .h E @$ Q35 j PRESSURE yg, '$~o~ - gj= 8 y9 d VOlD RATIO m i ~o N oo _gh 6 m g O 'm ns pa 5 s E = G30 -d w 2 o r-P -4 g - *z{ g-h O -m-a u N no g IE 9 9 4 El 5 N s D' E 5 55 Ci 0 j"o ~ N 8 r> F [ O.25 x mm 7. O O gy S = 3 se + mg o o
- z. w j
m a c, ge. 43 g 3m Ut O o05 m N z_ > o z3g 3_p O.20 i oz _n>. O C4 4 'yQUM O V TIME FlITING METHOD O <__01E3 O En a LOG TIME FITTING METHOO Q Zr 6 .016 Z Z l o .M Erm m M % z o Uz>C l 9 o E o I a (a ' N r >=g o, .o12 -? om O oom =r= n, l ~ ,3 . I k "E N a 0 5 5g2 l m e 2 SqQ .004 o m o z -10 -F $9"A q kmE l a .w N m
- 3E m
m 9 F l l m o -mg m 2 t 0 . Q-Q q g N -< 0.1 0.5 1 2 4 8 16 '32 g Fi h, PRESSURE IN TONS PER SQUARE FOOT 4 m
- w 03
. FIGURE l a
T oo oo Zr om u mo 3 2 Eg C .000c m j. t ,.o., g ,, vr n m- .0000 _- r - -rr-- - ]nT-cm z r,r c...e,.a yd--- -*pI __-._. 1/16-l/8 TSF '"~-- p-- p% + .0020.-__. _ ' ~ ~ ~ ~ - -..4.--+- rm o o %{ -1 :0 F 0 $ '00:0 l . h: r m m ++ i .~' ~J_ %4 - t i,'! '..___. C L' ZZZT.1-bo o 12r-- j; n; r._y ? .; ;. = J], r_ ~_r-x cr n g $,> g 2% 5 g.0020.;.__._ fj: _ yg% MO 2 ---r-]t p2 cc d e 7 . gyt .0040,,Sq : ..; r__r- _2 o m 7 t f 9 b N - ~ 'n 5 @ g,003o 2,0 74 .0060 o3 m m 2_ i tr.: rr - y 1/8 -l/4 TSF ~ cr ~ .. ' _- ~:l rIT' --7 mC A zg oo s L 1 .0080 r l' 1 - ~ ~ ~ ~~ ~ H A %h 2 -4 TSF O2 -a o a o r-o Q .0040 t t 8-2 k 'zk # -t 2 " o 5 ;t 1-- ... ~.,. % 08 mg x 4 g g p p l g 3 ga s
==. _-p -- r ig,% g _y n o, ., o
- E h----
'.10 0--- n- -- - + + ' - - - - - O
- 0) O o
'd o Os 1.0 to D 1000 0.1 80 to 10 0 1000 b# .0000 _ g J=. .0000. .3. -n o h- = .= =.. r> ~ g g k --w' ~ ~ "- ~ ~ ~ 0025~ rz .frr 1
- t
^ mg g e -4 R # ~ x 1 + m%'oo2o
- ~
' !!- - %' " N
- EE
$o S ':M- {__.*~" t" :: I/4 -l/2 TSF o N -o + wm Q my o o zu
- E =.0040
..M%: t .1 } %,_...r ,%v t-r
- rn r
r.- 2-My rr m: 1!:t --a. '- .005d <n m i '-+; ulhr__} r_ A ^ } 41:frnr = hm $ 8 g,g [ { E 0060 i m Em q z 2 m -4 m rz . r
- t J.
r r.g..rrra q;._ .0075 h q P -..gr arr- ~ f ." h,.r. 5 - [- : of bj.e. r
- r 4-8 TSF a
r -O E' iri.. x x T I/2 -1 TSF H_. D% S }j_ _.._. -i
- =Z I
1:_ N
==..i;..* '
- D -4 0 m tD d g.0100 y
.0125 g t4j mmm>o "D E g +tto 11 Z c150 '" o ' T'HI ~ m. 'DZ O go
- 0. 0 1.0 to 400 1000-~
0s s to soo sooo
- G gI m t M.o <O
-O ~ ~ H- '.+.L-. _ _-_-_-_ _--C -'{i_'._'~~ ' I~~"~ ^ ~'~ ~ i - I ~- - *H O2 m n 'trT~ ~~ Z Q Zgrm + n i g g->c 0.0020 %,-J O -" rom a, 3.-
- l!p
.0025 02E \\ o-M D.gx m.0040g -hw+. _--- "p-O =
== ,ttr
- f ;..
== . ;$t ash gl-2
- l II
.0050% :-.- 1 id ': Z-3 r T F- - - -N*' d' I-lif ~~ %. ~-~ - p' p Omy ' D + + - {- .0075 - r-t+ a .z- 0 OcM @.0060"- ~+* d-N ~ '_c-~ ~~ 08 g -~-~ g----%[b ~ -3.ln:r -+ ~+
t-g g gry t
m z i n-t' M;n nfjtr_ r ::i
- g. ' : :
1 -2 TSF r r. at!: r- -~-"1..t: r r o 2Mm oc m Ozzm 3.oosop & -m .oloo -r-4 __g 4 C .o:25 ~: r: C! L -%:fi$I .n .u. ,py 8 -16 TSF > o re - Zpo n t r n ...--p. .g n .in
- g. J p
y y Z -12__.g ;.oion t r O + -~ h? %W---'
- , : a
. : h; e '-'. r g g p.d.;. _ -]._., wm e 2. jl tig 2x_:: t + i --[ O m gg o N o tr f. 2: 1-q;; rli 2 tj d -M os so so 100 sooo - os so lo soo sooo o -1
- n c.0 ~I g
O g TIME IN MINUTES TIME IN MINUTES m < N m m (n FIGURE
O O O M""*+f' ~ ~ J.._. *., T L. d~ Z' ' ' ~ 'f,M. l J .f' _:".T Z ~ g ~
- ..__ g ~y
~ 4. m :: ar
- .=
m
- iV f: ti:'tt : h 3 dici n
h "d'".i
- t*
- t1[.
i N 9 c +
- Mt' ft.ldt e
ot: Q f. g [ , e ~ 1:} I 9 t :g.. j.!r
- n-1 -z,m
=
- = mrt rc.
uz t c = l1,bt Ti 3- ! *. N h b: .T:- ' + - t- - M. ) t MJsCC 21tf
- " "k
=*: J 'I4 + "*t.j ' 00
- i 11 L,I I-
.l - "+* 'I Y7 1M~- N ' I, ,+4 'I 4" 9.t 9 + - ' * * " '+H+ -" t. 't k f" .+-~~ k
- tit! h~h :.-
I*hl.. I+p.l$'$ tit utit: } I" N M* 7* Ti ? M
- = t. i_.{a
. M. :IIJ..77.1$~ . h:. 11r2;t: lt Mit,+ tll'
- w:, it
$ti"1 --+ e . Y. A' IZ~d "A 3
- $.t11 iTT1 0
.4 e k E' b I' N *" -4.4 .. M ?!T: I$: ttf ~1.. t u.. " !II' Int.nt u. o p+,..T.:.n,+' M- ";, dt"I:-- I:.d:r E 4. o g- -+ 75 ^^ i 7 p 3 10:1 *!!1MI T'1 .l! R.. f* 4: Il'- T " mU:li1{ :TII I IA "C Z:Uh7. '! ': * +t L+h ~ ^;-4 g
- +
'+ 'U - A h A pu,2-s~ m=: ret: :: m-+n = &- ~ - !A '* ?t+"t*' ! h5?t' A A' ~ "' ' j'*AAA .I^^^ g g n> Wf t.-.% --+- ~" .l
- 7'[ -
1 . :.u
- f:::=r.
g,.- + ---+ 1 f-N N N
- ~~**T'4' 1'T7I*h:,.A.r.
.1,-, 'If I:*TII I **id - I 4 ~. " * ~
- +4
~ ~~***~ N 5 2 3 f;.. 2.d.4 i ~ 'I".O 'U'i"IAE Z**i , +.. 2 Q~_x tf i+#2 Ii: - j~.,nn:&t 5 1
- 0+-
~ k {5 Mj+ +" = am ntcupmint ++C. t.ii: .g. + nG: k d
- m
=rx: o o O O O O O O OO o O O O O OO o o e O n O 8 N w O NO N c k O N cO N D k O N c o 0 0 8. 9-oo - 0 0 0 9-
- o. o.
o O 9 9 C. 9 8 -0 0 0 0 9 O O O O o. 9 ..-.O O+ O =1 I['f.. -_.E $_y J..:t: 2 IL..f:i f. -d:ia:4 Z ~ M IL..h'. f la. .I
- +~
m p-t-g m ; t: xx nt-m :.
- tt t
-- r .._:t: a m 4 ??+t e + + <' + - * + + ' b .&++ 1 f {; f ** -] t+*- ]* ;- . b h e . p 9
- 7 N
_ e a
- d.,. -.- 3
- ,- s 4
.4 4,... , a.<4i 4144:.. +,.+ N --t *+++,+- + 1 .+,:, 4-7 . + + .+ -
- 44 a+ Li k
'.H.. k k t.p+.+g,.M- =;t* p. !i-
- n. 42. 4..t t:-
1 H' + p +a. i-,
- w.. 7 s*&.
M -, +.
- tir---* i
- =
4 P.8 ^ ..a
- p 8
3 p 9.e..,..L,- w._+, ., +,. y., y p a .++1* :. "*1 I. '.'T+4.:u , F,.'. d7, 7 i** ~*~]' T M . n'." -__.. ~ '*C.-: E
- ..24-e,-+ at
,4 4, .,,q4. . _. -.-.-+. a .+. ,+----.t. -+ 4- .- ~ g:::fnag:-..d"n :iti!";t: 25 +t ng;.1r; rn::In: ef
- tp. :g
- r**
+- z
- :J. ".'.
- - m::=. W. t. ;m ut n:r:::
.nw s e t t ,..h' j Ii g '~. :
- *.~
E RI df 1 'e D. . b' 7 + g- -- 3 n:n r7
- m :In R' *, I d.
.etg fj;;< y;l ;u t a== m3 ]:an
- -..n h. o:;-
=-ub:, Tnt n. at 4 C' e -h f m .II$I .NIN M'N I++1 I d + =t..f:4tzx+.:yL, t==- :==f:ltnf&.f MS ,I I.. ' p w- ~ .c.== w=t=
- - gw";;N n '+ a++-
=rf;nt:f- ""axpan: + rf T "t+ti"tti b .; 3:)j;" ~ *'**f ; l j 4a."J.iii:1-*1$C; 4.^p ~~- '*p / ..Qtdti+""++*~"+'*- f{
- "-f1, - * ~'"[_ff*;'
'+++I--t+++ -+ g_, ~ 4, [Y"' h T~ CM ^$' f f f f-4-f b-N "N b'-iiI! 'i~ + c o o o 1 8 O O O O O OO O O O O O OO O O O O O O N m W n @ O N e o e O - O O .O O O O" 8, O, Q Q Q qq g Q q N O N e m O-N O O O O o 0 O g g Q O, q q q q q q q COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES or. - SolL D ES C RIP TION : BROWN MOTTLED DARK GREY SANDY CLAY CONSUMERS POWER COMPANY SAMP E LIQUID . PLASTIC SPECIFIC CJ MIDLAND PLANT UNITS I a 2 osaw. k 50 IN. LIMIT 20 g Ligir 42 % gnAvgry 2.72 MIDLAND, MICHIGAN ta WATER TOTALUNIT VCIO S AT URA-SAMPLE CONSOLIDATION TEST E c0N4ENr.wE;opr.
- rigN, s,EgT, DE EQWES
@WWMo RAric INITIAL 11.8 140.3 0.35 92 0.800 BORING FINAL 11.0 14 7.8 0.28 100+ 0.754 SAMPLE G TE T SERIES 4 N O. Il i DEPTH 17.Ol - 17. 3' DATE OCT.1978 TECH. DA n GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,lNC. REVIEWEf( 9 l . CONSULTANTS IN GEOTECHNICAL ENGINEERING V 8 FILE 2190 1
2 i ',4
- i i8, CG OO ll oS S
~ NL l SD F NI asA O m4lEagW I M UB N T LI a LE A f .MP 1l4 r 'lei 2 $ og WO EewQ3tm TR L . L D A Z L E E A i S / N,G / C .Q C I I 1 T Z Ow I R 1 1 Na .N IP [ >o O E4he SO 9 8, %T r So =lii I N t IT 4i; E LL I N 9 3 Nn IM0 O E f / f l / G,O 1 Wo D i .T IU N. Ii / 0 T TI 1 EU 3 3 . Er D V / la 4 A $I0 / O N 6 3 oGL 4 R l {f ] TN Mu / / EI 4 4 ,T N % K D / I r l CC r G LP R HLI 0 0 R v IL R IA NF A M I o IA E T C F 5 5 Ti TS Y I I 0 2 Oo T O A8 I S L 7 I $I_ A - S L E' S 1 Ta % T e Ir Y NS 0 9 %Ou GS GO 0 7 C ,N n RP C + a aE L INI VC A EA O. 0 iHs ITFI Y ET E4 yI ( RE 7 8 NI M C ~ I 9 0 CG z C N,S P 1 4 0 aH y L $ L ,TE 4 ) GN C RTDSB !j.u$Eo j e. EEEAO I I C C VCPMR
- E $w$_
pE W E.H T PN O O 5 H L G N M S N W-E 7 E 4 N SI U R~93 - O. 2 O M c 2 D 'A4 L E 5 lv I' 0LA R ,c h. 77 -lii 1 D - N S M I D 3 2 GC A,D U 2 P / 4 O l S E 6 9 TM W C w 7 1OC R I I E D N T 7 N ;H C ~. IF G O = AOE 1 A M L T. S T 0 G = e E E T N P = 0 E A C 2 O 1S S N 1 C 3E Y o" o. N 9 g MN 9 T R T 0 1 E EEyay 2 >oZm WE m.,l%E oo I 9 S 7 8 .u 23g l l) 1 i l l
l f 81 '8 ml. a, _g o g p::go m m 8 g =. =; F +F _ F m i ': i c _.c: T Il 3 i G.j. L__ l d I I I I N J i T --ft L.__ l 0 J[ o o h h [' ~ [E ~- g p.g.,.c___ -.$' y [1 1 !!i 19 I i !1 I il-w e ~{j f 1 If I I lil i y l l l l t 9 7 _.-. _ 9 2 j
O p.
3 _n." .w_ YMt! l i Y:
- !l y
i; ij !$ lh I If I ii iii ii / I I i i f: Il o o o m,; .. _.f. ___-_...- w - - _ -n l+ ~ j[ i i Y 6i M i I, i_ i i f f Il i i i f' i I i i 4 / _ [ l I l
- St
_ _= ' =
- .u: ::::1=.=:::: o 5:::.._ L::=:.:
. = ; ;: ::- _ c o 3 ~ ~ m. r t r.t = :1H + + + -d o o o o o oO o o o o o og o o O o O O N T o NO N t CD o N N T W m o N n ~jj H ' -~ 9j-p _.' L. -. _ 4?....fp (/J i7+0~ I f8 n I 8 n Il f ll l l ! 8 i u p j m O g/) -- g 3
- H
.e-p 4-b h i i_[' 7 l 6 N i f 'l l 0 o 9 O
. 54 w
7;;m .r.LuW ~ ++ u-r 1 _ !i i-IF l i' ~ w 6 I la j,,, .r 1> it r i 4 Q 4 f. Il 1 i f l l l i 11 i f l ) 'S l l _ l I _S ? _,f L. ?* j f l#. 3 .1 i i l. '1'i I I!> .I II I y !1 ..i 1 6!1 i!j g g'f ' ] i !I 1Je
- i r
if. 'll l !!mif' I I i 'I l' i fit it i. 6 i 'il 3-l' s o o o /"?dT= ::: I*7...__ E u :!.if#7 -:F'E9.- yTHE-3E- -- ~.,' T , ah ,-, r - ~ E: E n~ n g -~~ + $ g---g:,._: + 7 +F Y f N I T J' fl O f I M o n o T+ -o o o .'o o o o oo o o o o o oo o o o o o o m w e eo N m w c eo N w e e o N 8. N o o o o o oo o o o o o oo o o o o -o 9 9 0 o o oo o 9 o o o 9o 9 0 o o o ,3., COMPRES$10N IN INCHES COMPRESSION IN INCHES i COMPRESSION IN INCHES Soit DESCRIPTION: DARK GREY SILTY CLAY (CL) CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 SAMPLE UCUID PLASTIC SPECIFIC DI AM. 2.50 IN. LIMIT 44 % UMIT 17 % GR AVITY 2.74 MIDLAND, MICHIGAN w QMRWEM TET E wuER rarau~ir veio s AruR A-SAMPL, con 4Evr. 4N, n,Egr-TIME VS. COMPRESSION CURVES [_ wE est, RArio r $bT SERIES INITI AL 18.3 133.4 0.52 97 0.800 BORING __12 N O. 13 FIN AL 19.9 1 3 6.4 0.50 loot 0.794 SAMPLE DEPTH .3 4.f - 3 4.6' D ATE OCT.1978 TECH. 6 A JA i REVIEWER GOLDBERG,ZOINO,0UNN: CLIFF S ASSOCIATES,lNC. FILE 2190 f CONSULTANTS IN GEOTECHNICAL ENGINEERING
O O O ++H- +- .J - L _ -Q -rf:7 $t-
- t p 1
m -:j g ;tg - t=:--:f.::. g.ig= n
- x
- r--
g;, : ttre
- t x
x m $ ~N h '"3"'E E(- , TR7[E
- ta.
4 T h I 1,'E ?"h4 +r . i g t c' L:f!E x: n.r :c g:_ m
- t
2.
- tr 2:
i e - a .r4 -..-J
- IJ "~;M" ::$7" e
e . ;.tn:p p,_ptt:
- $..,. -.C
- D
9 '1 1 15 .E._..ij.4,,iT:t 74 , 44,, _,4 -'[-* ;" 44 & 1 N jp ._.I: 1 .rT: tb+- ~t+-+"v+i+,0
- L Eft_g n.g,:r [,r-=t-4:;*:xmut:pIf }.n:
Ir "t : ~ 1 1 1
- =
i +-tt%_q$$ i t :1: 5 .i- ' M t;;$'t Itp$r ps ::i:iJII; :T!: -d'r++*~ hi ".; '*::.2:t.:a "i ..it1;y: ,q.5_ 5-11: t; i! E ~+H i ar$ E 14,d_ l "N ++M*" i '77";: I"N *b ~*" "*~
- kI:4t'$$'ir I.."*L' R 1 2 1 4 i
iir 459..w g4 4 4..la 5..+t+ t-++t,F+n-E 1.1 . It~; ..-4,+. p+ 1.. a. 4'^.: w i ^^ +._
- AKff
- _.1$7 *
.f4_i.4.4 3 4.I -. 4.. ++4-. +. t--++++- b* 7 1 > i I . e. +e _,,+4 4++ + 1 g +"** hh m
- rtin
- "I"!'*" " i~'
- ~
~.+.- +-,w. .A _ f- .ii f--*-tei i! : Vr-* &+- t+++" Ig ++- -~*- ii: i dit-:*M;NItii-aji 1 4HNii
- 45.+
~. c y. i o u 1 +-h f F- ! !! h ! M t hI~' p.t.,.+
- p
- . (..
. o-1 p ). .o F I b N~ hh I O O O O O OQ O O O O O aO Og O O O O O O N T W O
- N O
N T m O N N T W O N O O O -O O o - O O O O O. o4 o O. O. O. oo O 9 o O. o C. o o o o O O O J I
- d. O
,~~ T"I'~ . Ihi 5 y]i $ TityZ: _.J:.:" tit ~ y --L:}: m t:~~ "' O 1 i k d. TC ' ' ~ ~ NN ~
- L
~. 'TL-. g I ~ ~ ~' I i l l P b t i***- y T-(D i"t-3 3 t--t t1-.
- * + -?
F r r i2 i i ! 1 r ++444
- r~'11.! :
s N -+- i ry e 4 yy ~p e :: o N m._ "'~ =!: p:
- n g'&
5 22 5 f!I [ _C
- . 5 M;TirT
.j4d.. 2 t., Z;;;
- 1*+
- ++'
T 'tKK U5: JTIZO . (II::T., T .IT.[ M
- I bM Z 1*.n*f. Il
' ' 4.1 "'":7 -g!'~ +.- e..... -. ~. t!" 9 _i Wh.j 4,.+ 4 4.w U + 1 +:n-i: ' .o l_ ---f-+-+ i 4(r -t+t + t++r-t+-- ~~ q ~h;r4 .._ m +. ^ ng4
- g.g
=:m:n ~~~ E c o c [; i.+4 -++-l- * - - * * * + + + * -*i 3 -.;.4,_ i *****t:f *-[ T+I;;3;tZ
- ' *-* I:
Z pr!.1 r 1 1 g5 g.- ++ , r.4 7-- i . s +-.++,
- +. +.4 T
w 1 j = =r::h =2 2{ "I!k'SL T T "~~~"~I'"*.' ! ~~n 2 ' 1 IF
- [.n_
'1- .h l. 4 + - +.4 t+
- 5.
= ,3 Ottitt;t; r;n.r
- .=n+4.-+f@+t
- ^ +7I!T Q. +ki"*.tL* 5 ^ - -
- =nt f.tr#
- +fy
.A +- 1 r g 1 +-$11 ' ++ ~ 4 +.- w b q n+. ^' .. ++t -- .2 2 r N *4 ~+ '4' N
- p
- ;*Ir ' i rd- +*t--'tT*"* C "**-t+"**-""- + ++ r t+ 't"+ ?***- . +, ..y c:== .Atir;t2::: t. o
- t2 1
g p. ..44 ,;.g g_._ 5p+ 17 -t y-.;._r +; -+- (3:
- M h
,, $Q I:TIfk.$ $7 Y'+"'"M ) i N m e n @ O N m e n @ O N W e O w O O O O O OO O O O O O OO O O Q O O O aJ -l O 8 8 8 8 OO O O O. O. 8 OO O O O O 4 Oo o. O o o o-o- 4 0 1 O Oo o o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: DARK GREY SILTY CLAY 1f1) CONSUMERS POWER COMPANY SAMPLE LIQUID -PLASTI SPECIFIC MIDLAND PLANT UNITS I a 2 otAM.110.IN. LIMIT 44 % LIMIT I % GRAVITY 2.74 MIDLAND, MICHIGAN w wArEn tornLuuir voio SAruas.SAMPLi CONSOLIDATION TEST g CON 4ENr. wE o,nt,
- rigN, s,Egr, pgggyggggggo RAriO INITIAL 18.3 133.4 0.52 97 0.800 7220-C79174 FINAL 19.9 13 6.4 0.50 100 BORING NO. DG7 TEST dERIES 0.794 SAMPLE 12 N O.
13 DEPTH-3 4. l.'- 3 4.6' DATE OCT.1978 TECH. Q~ GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER FILE 2'l90 CONSULTANTS IN. GEOTECHNICAL ENGINEERING 6 ) -1
4' no 00 ~~ Zr "O 3 5 $$ o l l EN! ' 5 =%- E %2 0.40 ^ PRESSURE r s _N,g Nl 2L g VS-29 e G 87, *5 VOID RATIO h Eo 5 N ~~~~ C I$ 08 id .E [o h 4$ * \\ SAMPLE NOT INUNDATED l
- g: L= 0.35 _s x
'oE e = y 24 P m "z O $5 W IC 0 z rs z m, lg g; O 4 -i 3 .u n m >9 0" d Z 6 F G" y 0.30_r D 32 # z o m 8 0 '- 1 \\ om 00 o 00 -y 1 m> <CA 20 + n N a r @f = G 26 e 3 mH N _2* ;a 5 m E > O.45 tst' \\ 2E G @ MlE [ s Z_ = =, - o 025 g s r oz \\
- D D M m m m >
7- <5T g T O En .oos i i O gg gI r 5a Z grm g M DC 2' (f) 2E o V TIME FITTING METHOD y U o log TII4E FfTTING WErHC D ( -j. O n am m A A"o mrb 2 o O 6$r," l 2 i S. E --th ~ ~ n e to O OCQ c b2 $"m N _;"5 o l U N .002 3 O D o E A m a I i 6 G" k O.I O.5 t 2 4 8 16 32 3 Oc PRESSURE IN TONS PER SQUARE FOOT o a x
- ur-o 0
- m0 F o F ,!0 F F S 0 S "p, y;;' , S g
- ,Wi s i!
1 p S gR 6 T , T ;; !!0 r!o!b. r . 5u;N T 1i1l [ 2 'g4~
- ,T T
6 8 1,J-1 2 4 8 1 o o m o o p! g t i 'e ,411 2-s ,:1'
- 4z 3U l4 m
~ ,Fi' + Iu' E r n_ _ S Ai U r_
- y_No, T
N k l s ,meE3 l-
- r ioWI o
~ 'j qJ'
- i
,[ s'Fp1' IN ,.M Z r% _ y\\ -1~ E q. .( . @S 'm W 4 r l %.NN h_. T n
- i o,
1l f y O. ,1+ s t
- 4}
. Qia' i .~, 5 N,
- 1' N
~ W .K- ~ W s x i' x % o, N e 0 0 5 5 0 5 0C c 5 0 5 00 5 0 '7i O 5 5 5 0 0 2 7 0 1 150 2 5 7 0 2 150 2 5 7 0 1 2 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 2 5 0 0 0 0 0 0 1 1 0 0 0 0 1 1 ^ 0 0-F -"s F I = m o F p o S o S
- ,i T
!f o S !!n, 1 T ~j! 'f, T S "o 31 1 4;il5?t o! T i" 8 4
- 1. _.-
2 M / ~ / i' l_ l l / l l r-l 6 8 2 l o 1 4 / / / >l / m o t 'l 1 o, ia, o, _:,N;.%- w!'i i" . ~ _. c* _M 7 S 1- .:__'-I ' x. 1 E 1 T U _M C }t
- 0. MIN o,
>I ,.'Il;,!l' 1l4Y~ o ei.% ,h' N:- '.:%n N
- y. g'-
I 1 _.A;41! i!*j; o, S. _ ,N ~ r' . g% T_ I 1 f q% E M T L--}: o, ,!l w ,iti[,. n. yl-nw 5,1%' ( n +l T' .i 4 '4 4 s__ 5 h o34{: g i:ii,j w-m i-0 0 o 0 0 00 0 0 0 0 0 00 5 0 5 5 0 0 1 3 4 5 60 2 4 6 8 0 20 2 5 7 0 0 o 0 0 00 0 0 0 0 3 1 0 0 0 0 8 2 1 Na 5 0 0 c, 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0 3 nO5m i= g z gn*y himma$, _, gEg noe =mm$z _2 ;2g a9r om$a =5@"O3k mmgZ m>$4 or p_ oOzmczmom o0Emm nO"bz4 ,'vmn,5 g orb.zo .0. p2tg.o r p z o E o z o "b
- cz i G "
m*$cm Cg6 i;$5 g o5E b C E" c i '~ " f a < < 9 y-E oOzU)Og O)>t OZ 4_mm1 R a5 gr
- 6
=$ m>* a* irm no' g"4 4eo{4-4$ U $ z-x D o j. dE A <m-EN* %cm<mU I ) G / .a' g EnZ N F . w*w uojo 9I 2 5,r n O(oOO sO:oEo 2O-ooO 1Q1 mm:o5# t 32>F oi p 9*, 9$ n . O + ON W u>E Fm 2O -U' o tS.. o>N ooa'.klm q%8 om 1* o-4 MOI { Dm:0O.pOE0,oc22 og9 # bN0,n b mm.7n. :m<5Em" ( D \\ S oOro( & nFm m eo OO2uCg-1$ m 2 omO1mO$ ObF c 2mm;U3
o o o
- a n : g au= w.=. O::
4 41..i
- d. g M1~
I g g . g I: 4.4.4 - m u 2. p H : ' ~ H F ~~~ . _. +. g g : $y co r -1 7" ~ ! e r
- ~"
g e _ _I a e '*~**"' I* !!= e Z 4-W.g Z u ': 5 4r-4 9 ::= ";nt- - - + + < * - .n= i!f*41 [ g 'L > ,!1
- p. il t'T
- =
-- m 1 m-N k .. +.-'-t4' f + ? *- .e ...t+ + . + + t t.. + + + - 4 +.t.
- -+-'
- +--+ ~
-"'-+*4 N"N, - e 4 4..41:NIUIN.I!*'4'."~= i"** N ** N'Chi.."" +4.4 - _3-e e
- +;.
3 i*f*i***.. MNM. 2 +.4 ,1 N 4 lU U* E
- g' I l'4 e
--4 +.* c e 3 '********* '**~ J.I~ '.'o J-f 'L ,4 j y . 71 +.h.'I:: j h. & *i"- j..+. J inh = 1 w ~ .4- &..p- ,[; ; - 4e_ ^ ._i
- 4 j
vf 4+I"+~*.1 . 44j m 2 - ] U:*'
- -3 i
o.. + + M I 14 f : P- -. q-j -~ -f f4 v+ V j_
+-- :tp-1
- 2, 11 +
1
- s. -.. 41. m -. +. -
= ~ ~ h ++#- Mt*h, ' : t-4 ..... f: - m.. ,.f +. . + 4p. -.. e. +.- ++. 4.+t e e
- ++'?++t+
~h"Nt+-t d* Att++ N + o e o e o C oo e o G o e oo e o D o o N n N o N O o N m N o N oo N O N o N .m 8 o, o g, q = = o o o -o o o o o g o o, o g g o o qo q o o o o o, o o o
- h. i'iiii
~ mp"4 L
- +4 tTIt}
.{.[.I' h. ' tit!" ~ O; !}I j*IIdI{ j ~ ~.L. :1.".i.. 4 &.4 g 1 $ 1.tt:"
- 1..u : m w.$ t-m n*
3:t:#U::::t* T.J m _ .4 54 - H i+** F H - s_ ..4..+. ..4... m T O*"4. J': N On
- pq 4
- i . 4 iq _. 5, I';;;;" h h 8 +- 8 t N . p*** g 4 4 4.." { - _..T*.*y*.. D O'*= q.ap~
- i. h
. U'.1 +. .. V. J ..-J.
- 4.._
..T C:
- - q; ;-"'
- : -
m i1+. *M.. W
- t *.*
- i o...:
3 , ;, t..... 4 . -. M.,. E4..3...., - - -.n =:- :%:f._ r g. +- i .i -4,4. e +. w e -+ "*-
- &' f n-e c
.;a g:n "--Jp r-- .::t:==:;11.:rd..:=- z d,%. - :=:*4::: ";.it"!!/'. :n 44; m:::=
- p. :=
w a -.-.. u.._ .~.... "1.g. /g. :O..=.- .;:.. "..T..: !. -.1.:.:'1"..:..::. j::.$.a. :2._ y... y 1 .1
- r..:* it' a
.y ,.. '. i. f<.1 I.,,. i' +*: ::
- r *
- :-~
- +
- .n..:t 3. ~, ;.
~ "7.:==.- 7 43 : I.... 1. - ~..-... ... _.. 1 4 ..u.. i,._ tr
- n..:LU:;;=
. { _=.,..u*un. i*t..-u... =
- ^:.:
=::: a. ..T' =...u... .*._ J.' .. ~ 4...- r #."- +.
- n. =.
V;;.:n4:::. --+- M A* L.t:4, i T..y. f.;* *r:+ "n .:1
- f ftv g e te -t +
o -Q f,ty;t-- ~~ " 7+ i a++-+.+.-.+e.4 - g.-~. .+ +. ,+ I -- i'- ~n e t -+- ++v _1 o o o o o o o oo o o o o o oo e o e o e o o o N 00 T O to o N T O o N o N c N o N_ o_ O o o o oo o 8 o o -o o o o o O. 3 o o O o 00 0 o C. O C o. o o o o. o COMPRES$10N IN INCHES COMPRES$10N IN INCHES COMPRESSION IN INCHES ,'j l j solL DESCRIPfl0N: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PL ASTIC SPECl*1C MIDLAND PLANT UNITS I S 2 olAM. 2.50 lN LIMar__ 20 % LIMir 13 % GR AViry 2.71 MIDLAND, MICHIGAN uJ CONSOLIDATION TEST g w Ar En torater voio Saruna. s4MPte con,rENr. *E;Gpr, rig,N. ngpcn r-Rario TIME VSgMPRESSION CURVES 2 INITIAL l 3,3 l35,9 Q,4 l 88 Q,800 BORING NO. G9 TE SERIES FIN AL 9.8 147.8 0.26 100+ 0.713 SAMPLE I NO. 15 DEPTH .I X -1.6' D ATE OCT.1978 TECH. d AML GOLDBERG,20lNO,0UNNICLIFF & ASSOCIATES,1NC. REVIEWER' WIMJ FILE 2190 CONSULTANTS IN M'0 TECHNICAL ENGINEERING
- U
no 8P l a ?*ke 5 mo m I EE ! 3 E M; R 040 --w PRESSURE gg r ^ E VS. 2* o g -t u oz i N
- ,4 f,; c.r -.
"9 N VOID RATIO -zO $,, E5 5 f -z e y = s 'z 5 S AMPt.E NOT 'o.o l \\ mc i [, fc o, INUNDATED Q35 $j s,a qgz 2 g ^ o $5
- g 9 9 53 k(
k n% N b 2-nm ~H W 0 $ D 0 N o \\ ys $ 4 e ~^ \\ mm Z u> o 4 o-n \\ FOC om O l co o a 20 1 EA E l @f=0.27 e \\ ,0.25 t s f $$ 4 4 O o ze $m .N se* <g g m m) N O z z,{- C. O.25 no m -u 2._ o o y .N m ozo omm o ME FETTING METHO3 mnx _ mgT O En a LOG TIME FITPING METHOD m ny r O -O Doe sz o 02 I r g a 2grm o O to r r k O .006 -o > y *m l o o N N* 2 o () O. C r I z elu O Dopy m) 's n 4s N -j Ezo 9 .oo4 o ts o o o o m e to o nc$ s a 2 EE m 2 -1 N 0 -i Do2 I 90 c M-i ?"o I l r m e l l l w @ N Q" H N r, 0.1 0.5 t 2 4 8 16 32 PRESSURE IN TONS PER SQUARE FOOT "g m
OO lo"
- 2r 0
.0000 $>f '0000 'l Z m mo -~~ ~--- -~ W &y E$ 2 C (D 5 5
- rn.
1r
== cri ~ ~~~ ar n + rm x mc o i -ch p'"h._ j .0025 y- '"-Q 1/IS-l/8 TSF ~ ~ Ern III:- -f,D F r gre es j.0010 K-a~ 1 ~* - $.C n o E ~ mgtx .0050 ZZ. ig gM cc m$ h.0020 4=4*h [5 i ~ e m:-=
- ==~
j= in y g e -~~ C'-~ ~ .0075, _i.__ _2O . -, " 5g @ g,oo30 n n N 1.= k-4- ~ -i.._ - x. +- z-O oa o 9h r 2 4 --b..., mC cA 4 .0100 O, 2 .4 a or m tD .0040 n rr 1/8-l/4 TSF w 2 q
- n g
~g-3- 2g # 0 r- % =II: T C +- - -- - - + m5 x 0825 W-i 2-4 TSF g ,y j Q.0050 . 3 y go gg 2] LO ~~ 015 0
- 0060 1000 O.I aO to 10 000 5 z
.0000 . _ _. '.00 00 1 = .O@ q , 50 -4 > Os I.0 30 10 0 p rp N o ,,7 .n;
- =
l g -< o .0050 4- .g m g g,c. g.0020, A S O N 2 (4 n -~ "+- oO O 3 22 mi r 3 --N -r
- =
t
- T EE $ 2.oo40c ----
N ~- .0IOOm -i -~ ~~ 50 Q [7 j E L k 5{ ') l/4-l/2 TSF , :~.4~.4 4 -8 T k $ 5h N R . R .0150 1.L i .m r @.0060 3m N g po .g i '-~ Ob rrb 3 .0200 ~~ 2' = x r_ Y .O g V I/2 -1 TSF 4r -'I g.0100 hg p.__.0250 "D H O cn m g _f? = .b 1 r rr: mmm>O '0300 C IO"E3 I ~ N
- 012 0 OI t.O to 100 1000 Oi eO 80 80 0 1000 m
- 1 {O Z <O z# z,h
=' . I ~~~~ '-'--'~ --~ 1-- o O A em
==_
- =
4_ o Ao O pc
- .0050 k h g_zK y.0025
-rrr:
- n t' -s.;-
-rr
- nn.:
~' ~
- ~
i 7 ~~~ o r z> r.g $4.0050 ~-~~' .0100 wQ-' '-'~~ s" o m n..
- =
= crr nrn _=. n::-- ::"' 8 -16 TSF = .cn - u m u a. . W 4 ? ~ 1 ZZ. Z .0150 Z[.' 4{. . -{'"' '~~~"H"---" m gn 2 O,, O g 3>* 3 @.0075h f A d -4$
- z.. _.N RC
.c Z N -~ ~ ~~ b~~ ~ 0 2 9@ z o_ z:ofCm [z 0100~~'.]_~ %__w' _ '. '~. ] . = = = .0200 m- -m 4 ~ d.. _ y~'- m _,n n w,o-t,o O rn. r N I -2 TSF .0250 z.-iz_I m.012 5 '~ ~ ~ ugno N O -M M g,'D " ' ' - - - '~ ~ ~ --^-*.% _rr nn - 12 ' "r ~
- =
m ] ~' ~ I-~~~ b -~~'~ I I-' ~' I
~
~ O r '0300 e0"00 g qm O '015 0 M z O.B 8.0 m 100 e 00 Os s.O 20 O _q .i c m< 0 g 3 --t TIME IN IdlNUTES TIME IN MINUTES C,4 m A iv W renlior
.-. o o o y 9 1 1 g.g.-g-_":{t 22:1 c - a su u. p pL 4 4 9} -_,w_. 1:; ~: 1
- "1. u. ::
m "I- * . u 2f q-27 "+++ 4: m.Ull m M. - * ~ +++ +++- + ..f ^ g 4i t'. 4 s } 1. { }.,.. ~
- e'ih,.r.,.7r
,. -..;1.":. g ;. p g. .. p I t ii,., .I.t.-[.]. 9 f.- m J.r-.' l "..t. . 4. t 4 a ; :.. e t t4 .,t. 2
- >.+
i 3 E~IN h Y:#L_$_ ...t.}-3. Mm~ M
- +'*$
U i.11K+M ..o - _t- .t* *
- 4,,-
r s .. _. ~ zl,...,e -.e. .,+ t, -
- "*t**
H +- 6t++..-t t -I't:
- p*
..*.*tJ::t
- "+++-"T,"t$n".t
- iii:
- a.'.l ;.d #11!::L:;.*.'.:t-:-: =+ +.. c-c. _.y, . g.g.. ;.g,.,,;+.. 7 3
- .ea..-
- e w uit:" -.5. &. - ula ci,".L..*1-;.,,1..i 5 ..0=.. - I*t ** : E
- =-,
= ., 5,.. *C --!+ 5 42.1 . :t' "+ tt !it++ 1ie2:I, '4 ~ ~ * * * * ~ ~ _gi;;f p*: 41 - y;H-1f t 244 4 _ _ I: :~' Y E-E ~*** w k " ' ~ ~
- ~~
1 1 f--+- '? +N1 m tut
- 21. _ + - - my n
--*i +. + - 4**~-**- m. . : m ;: --d....- + + +. + + - i-7 4 .a 9 44-m- -.f -..+ u-4, +. _., ,,..___ p 1 ; ; .:p. J+tf' m w .+ * =4. .,; ^ .. +. m 4.+... ++ a* " f t++- t * *t *T+ tF4 +t"Ht +: 'o p.~ "+-tt"&.+.+.+4 --^ "i. .+.,, -+t t ? b. ."+++t
- o4++t".
t t *- m o o o e o o o o o 8 o o o o o o o o N O N o N o o o_ o e o e o n oo e o o o o o a o o o o.- o. o8 o o. 8 n n no o o o o 9 9 9 o. o o.- n n e o o o 9 1 O o o
- u. s.t: d u. 1 3 J wsi.
- u. ;:
g c:t u. t ++++- +Htuittft J._j
- =::
m ::atniitt-
- -"!...s
... _... _ - -r g m 1.g m m : _. ::: n* ::.n. u. m s e
- . 2,)
- _-
, y p. y..; g 3 -t: n s, 2 m.: _ p._ d 4
- _7_,
--+ i u i i =
=
m : l
- 5 # :-*r $
Tit:r= i s. $UE:n-?( - *IE EH Q a....#.-.._ i... .:. n:=.W...:.:. _:= ..:,, n :,n-: : -~ - .4 4 . 14.... w b U*$
- ' I 1N f ]:.*
C
- ~' ~ ~ ~ ~~ * * *
- !:p :d.
i h, s: p *ii4*+ d p. - _? ,T. / e _.n :.- e L.J'L'* [* !. :"*,.,1_ o =[k! *..'-.*.f**'"***C ^ t' ..u.! !.'* *:: { l q..
- p..
~ , m c Jh ...S 3 ,4. 1. ** "..1 !..f".:.*
- n.=1
.p... -..i. -,. g e -.f p: nt*~- i ::/ =*JP..: 1.., -. + + .+ e. g ... &. -~. _.: ::=..,f I
- J 7 - j.
6.e t+. y -}*-[ti;*'!t;., ?* -f i;
- }l**
,lT 77; - ;
- 7- --,+ ;;;,,
J' **i" t *'**-
- i:1JiI:,fU/
t j F-- a:rb~ J-f.;:ut ...:r: n :-. ;; t :.. u -t--- ~ ~ .p~i-N.C
- =-rn
- i
.? ~~ ~ h.z .....s,.,,- j -... innrini== .w - K.... +--,.. .a/.+u 3 ...,.... 1,_ p:
- g.
.+,.. + ff db t- + -t + t N .fttU[ I-7 tNI' _U$'$ 7?!h i I i +H+* o 1 o O o oo o o o o o 8 o 2 o8 n o e o e u ~ o s o u_ .o u n eo ~ e e e o o o o o o o o_ 8 o. 8 9 8. o
- 8. o
_o o o o o o o o o o o. 8 o. o o. 9 o. COMPRES$10N IN INCHES COMPRES$10N IN INCHES COMPRESSION IN INCHES $0tL DESCRIPTION: BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY S 4M PL E L100 0 PLASTIC SPECIFIC MIDL%ND PLANT UNITS I 8 2 osau.2RIN. Live 2' % Lewir 12 % Gnavtry 272 MIDLAND, MICHIGAN us warER mraum voiO sar uRa-sa PLE CONSOLIDATION TEST E CON 4ENr. wEgwr. rqN. n,Egr. TIME VS. COMPRESSION CURVES 2 nar:0 BORING N hG g iNir { ll.7 134.8 .41 78 0.800 SERIES ~ m a u, - 9.9 147.5 .27 100+ 0.720 SAMPLE 3 N O. 17 r DEPTH
- 5. 7'- 6.O' D ATE OCT.1978 TECH. DLimEa GOLDBERG,2OINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER C U4" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
/ 6
-e. O I l no eoo HE E I o,45 $o E i
- cm E :i
.cr p: PRESSURE rm ,_ o f,5 "h SAMPLE VS. n fr $ y 5 g* O.40 2o A= !! ! N i o _o ad -'6 a; N l 5 m
- .$ IM l
s 2 m - o .sz
- 5 #
zc s g IC Q S 0.35 =$ E> H 21 o o l y _k O 9 ~ N r, -a 4 q \\ mm zu o (D g52 I oo o am mi l 29 gg 5 0.3C \\
- g l
N mg ,o p 2 N m E"* ";5 $_m r N m o no" 4 = - w I s 2-On o 22-N "r g iN .o f D. e t = 0.29 N .o @.03l tsf l ~ \\ - w-e,-- l \\ 2 M O m CD mmmDO [ <n5Em O gn RFQyE O -o I .ois Z I D' Z O V TIME FITTING METH,OD m Er h' to -{zk 6 A LOG TIME FITTING M,ETHOD n 012 -? g y
- g 9 6 2 7 =g r
( m 1, o e n,. me ,i
- N-fEh>
s e h '.0 6 ocQ n Z Iz w o -n' ozM 9 0 3o .o04 H I o wom. o c, a mlM,_.4 Rug r y. m a o m m "mA l l w o-m m z Q "Q -t N -< O.1 0.5 1 2 4 8 16 32 O 3 M PRESSURE IN TONS PER SQUARE FOOT s u (D 2 A FIGURE
4 I '8 8 u-8 u. .._.._.._g u. ..,.- g ._._ u. o g .y H : + F g H N l_)I t ~ $ f co . ', [l [ [ 9 8 - 4: _..o __. __..-,l o o I -++g!, _..g o ip I i "Y'" i i ~i !i. ' r' h i i,' i i !i II d
- r i
i ii i w i i i i ty il 15 i II l l lf l l'.1 s E 9 9 _g 9a 3 . 3= A,.f E ~~ 4_ lj i it l [f-- - t" i'2 2
- l'i j
i. ifi i i i U i -y 3 ii jit i I!! ! !i,-. o_ -- y!,[ f I I g ,l[i I o .. n.-,..- o. . 11 T- 'f . g j . TI .I: j j > o i. __4_ -/ /! ! l! I 11 1 _o 1; o._+.c o S '8 8 8 8 88 R~8 8 8 8 8o f8 8 8 8 8 !8 4 4 5 5 4 4 5 5 Sk 8 4 E 55 5 t n ) I I t I '8 I u. I I l 8 u. u.
- pn=tg $ gi f 9 ;;: =r E:E$ $ M.:9 ::===:4 y Q,.cr- =to
~g H ::: co 5 e- ~~ i; .;s i F N 9 Jr ' r m -t- ! ii i; 1 1 rir i ^ 7 i h fiii i 5 ? ~ 7T" i
- I i
tia -T i m 16 - i i ti e'TT e iili i ej i i 14 N _. g .,-__g ll: I! l lll !$ -lig e 5 [ ll h . d .. - - - gw_ ll g .[ [
- i i
[ k i i :: i. !!. t i!! r ei > i 1 .1-4] J I'f li Y'"~~ j' ] !j l { 1 t I ~ i .4 i( !J i: f Ti l i it i i i~ i 8 !i Vi - it i i Ii i i i li ll l [i l l M,. ! l 'l o o_ o .. _ _a p.._ a lEh: ?:~~ : :"-:N55 i -_-a_ .;_4.. _ 4;p 3q IA I /i i o-__--r o e e' o o o o o o'o 8 8.*3 D ~ o o oo o o o o o u m e o e u e m o ug o o e o o 88 kk$.8 8 88 4 Eo 8 5 4 5 5 N o COMPRESSION IN INCHES CouPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPrl0N: BROWN MorTLED GREY S ANDY CLAY (CL) CONSUMERS POWER COMPANY i SAuPLE LtQuiD P L A$rlC SPECIFIC MIDLAND PLANTUNITS I 8 2 osau. 2.50 N. L wir 23 % Louir_J2_% cR Aviry_222. MIDLAND MICHIGAN us CONSOLID,ATION TEST g wArER rorAmr voio s AruR A-SAuPLE CON 4Eur,wEiopr. r4: N,Egr, TIME VS. COMPRESSION CURVES 2 RArio N. INirl AL 13.4 133.3 0.45 81 0.800 BORING G ST SERIES FIN AL 10.7 145.5 0.29 100 0.716 SAMPLE 4 N O. 18 DEPTH 7.7 '- 8. I ' D ATE OCT.1978 TECH. N AM / 4 GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER ' GLLuo FILE 2190 - CONSULTANTS IN GEOTECHNICAL ENGINEERING Y k
o o o
- tti:1. m i n tt :
g:'E: u +++++ + j_ g S :a + -Tt
- m. :t :r. ij-- n.
- tttt4.- . u 4 u.
- t -t?
- ;tt 1
' e e m a F 4 . ai. 4+ a4-.L-F yx:; H : H -t*'O - " -~- -..m.. kYh f;-41a CO hdf ddU T
- *E""
N .w.a k y', vet 8 t#:$rtt:+4- .ig't-N 15 ~T s, ip=-:...,w 4-2 vtr:ttfr li^ :: + 9 1 7T-1 "t~
- ct ir1 4t t;:: _m:ti:
5 m Mt-+r+ +ip,, H 4H-,g j:iq:t;-:: ptt n itt: +*t nz::*C a u.,_-.i. :21: : ab.i-4 41 ;; 1 q w iwL ,L H +g..+e +.+.*+. +p t; 1 i v t t*-"-- aeli Al47g'*~ J 1i i ! i j "-** j j{*EEli-L ~*** 4-a -+,.r.+.2 .++ ..+,4 + t .d Nitti: it ;- ..U$d D+ -ak4J ~ Hti i !i 4 44- .+e w.
- -J
&..; m i w! g:Ji =} :gj {t.. +2 2 w_2 4. .K fi } 3j:r ~+-
- - 2.:, *t-m n
ttt: ggr..T.jr.t,+IJ.1: .nn..ye. . Jt,* it u ut! ,3 "-+ t H UII - " * -+#**"* "* +- + :t1t::#:.-*- S5 2 itt *+~- ["'t'4 +. ui
- ~*
i . - ;f 'g-N ~ N l N . i,: iH;:== .}}i i
- i
?
- it
~i~
- ..-. ~ -
.+
- 'M*F+
-+ M4+ +++& o N".N b! iid U iU o o o o o oo o o o o o Qo o o o o o o ao o. o e oo e o o o e o n o e o o o o o u u no o o-o o o. 8 ~ u m ~ u m 8 o o 4 o o oo o 9 o o o o o I i o -- - o o 't 1 M'it 714"..f IL iit" ~ M4[ 4 d.4 J-
- i L
], d'. 5I j p 1 - tt"--- i i ri
- p
- ,,.4v.4 t_:-. m t ;t-t:1x-":. p i m i
'T***' * "*~ .+ v4-++. 4+ 4M 2 ..-4 .o,< + + + + -t yt g g g 1.s 1 1 :tt +*t: n n tt:
- s h +++=.
.e! "* tit'fi. 1 !2 ) .44 8 =*.-
- +-
++: i
- 79 -
- .,+4 e4&
4*.:. 1.,.a. m i ._:+ 7,, 4 - W 1 f{ r -^i" i g,, j '"+i ' - + * -
- N**
u.+ p+. * !< -+4 4.4i
- [
4.+ . + - 3 1 +++.f.;
- g, 7 :,r[-
-+ 5 g f ..tyyJ.ytti.. 2::w:;:$n m r s u% at:
- =:
q ,3 T 'T t ~ ~ ~ .~., s., NI+ 4A4 +4N k ++ pitfn" ++t4tL-2 ~
===ytt##1y';!&V ' ff + ~ + ? I'it-+H- '44+ t t+- W-+ &44+i- ? tu+- 1 - l l> i 1 O O o o o o o oo o o o o o oo o o o o o o 8 N M t c @ o N T W O No o o e o e o o' 8 C. O. O. - 8 o
- 8. 0 O.
8 o o -o O N N m 8 o o o 0 l o o o o oo l COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES b( Soit oESCRIPTION: brown MOTTLED GREY SANDY CLAY (cI) CONSUMERS POWER COMPANY S AM PL E LIQUID SPECIFIC MIDLAND PLANT UNITS I & 2 SIAM..ZJ.QiN. UWif 23 % UWITPL ASTip2 % GRAVITY 2.72 MIDLAND, MICHIGAN la .ArER rarALu~ir voio S AT U R A-SAMPLE CONSOLIDATION TEST g con 4ENr. wE,ignT, RArio
- TigN, u,Egr, TIME VS. COMPRESSION CURVES 2 INITIAL 13.4 133.3 0.45 81 0.800.
~ BORING N. 9 SERIES FINAL 10.7 14 5.5 0.29 10 0 0.716 SAMPLE 4 N O. 18 DEPTH .7. 7 ' - 8. I' DATE Q.CT.1978 i TECH. OAMI ~ GOLDBERG,ZOINO,DUNNICLIFF a ASSOCIATES,1NC. REVIEWER CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2190 =
s l O l E I R T l U A SSR SV 2 E D 3 l I R O P V l l f 6 l 1 T O o 8O 5 F \\ s E R N o 4 Q AU ( S N R E P 3, o 2 \\ S N D O E T TA ( 1 N D I N \\ U N D C E O O R f a\\ H H U T T oa
- 5. S N
E E ~ M. M 0S E x ~ IT T G G R N N I P T l lT T I I 1'f F-I1 ;' l l F E W E l 1 f s M T
- 3. i I
G 01 T O. 3 V s I 0 0 o g e@ 1 O <05 $ s', o< n ~ m 5 C 5 0 2"~ c.n ~ s 2 4 4 3 3 o 0 o, O O. O. 0' o. 0, .9ro 5<B* o$x $ 4 $ $ er>I p" n02 CR2m y a nOaj$ E EDz k cEMm - o ." g -rsso
- C5 E5" 2#.no; "
f . E g.
- req
<4%a" g zo zOg OOz(Ol O O2 am y A , ;= - c5 ,!e-uE ; 8r,m*"-
- c E*.
=! sr z E 2 ^~ e [2 qMmO.o e N'~ E*E u*.- oh g o'*8 mxTtQ>sozt o Hm$ " ym 22* a*m oB 5o o'M $ 2oI N ht>Eyr" g m ommtI ' = s J 09o(Dm$ a 2Pocg b s *,a g.gm".EO. (4 0gmCr ga g QmSmSAE 9ezm$Eo 2QM8 m m ** o i
L I 18 I g p u. g u. o u. g g gggggggg m b ; H i t . co : 3 1 N I I t a j o . o o o go _..~,_ g . --Ir ,i ,j ~
- ri ii.
iii! ii l if I i iiU i fT -ti"-~ 0 i i lii t! _i f f iii i! i 6-l lll ll - l> ll [l e l ll l _f m l l ..m! ! E e &.2.m e= f f .b E 1, 1 12. isi ii !) si iii ,i i i iI i i_/ a
- i. i y
i i -iii j! !!_I / i !ij iii !1 if t e i i i f i l f o o_ o .e. y r.~.,
- -+
i i; r i ij Th i e 1 i A i i i i /e A i i l b t, .w-. a... o. ---n. -.-..-----o ---o gkkkE a8 8 So 8 8 88 a' 8 8 E E kkkN k C. O. k o. O. 5 E 5 I n i n I 18 l I g il 8 ll 1*8 u. g F p 7~ __ o
- ;;;2 9 q o
--,xc m k f f /x i $,jiY _.is I i e ! ') i w s r ii $ ;[ Ir i '~Y+~ 7 ,,n_ e ! / I I i ' '1 _h_z;._.- l ..z -. c 5 l l 8_ 8 rs +.--- +.--.---p _ f-1 1 1 f-
- 1
- !A 1:M i
i e - i3 C
- i i
dp w I / i jfl !i 'l-i si! i i! Iliff t; . l[ l j[lll l l lll l l lll [ l_ l l l ((I ol o e ny 37= !l.I.M i i ! :lWi i ill r ei ! 6 iiif f@T~~ w i i f, i iir i in I si i i i i! ff i i
- til i fffT bl h l
! [l l f l I I kb o ;. o o u. 1. f.' m : -2 .il^ ,1 bib i i ![ ii I l[T[ ^! N ~ i ei si! F i / i I 3: Tei i l / ~: / i / / I o .o .n-- >f-o o o o o o o oo o o o o o oo o o o o o o o 9 0k o 3S ko k k O. 8 8 8 8 8 8 9 28 8 8 8 9 e 5 o C. O o oo C. O o. o O o. COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPrl0N: DARK GREY SANDY CLAY (CL) CONSUMERS POWER COMPANY Ll001D P L ASrlC SPECIFIC MIDLAND PLANT UNITS I & 2 SAMPIE otAu. 50 lN. uuit 2r % uMir il % onAvity 2.72 MIDLAND, MICHIGAN uJ WATER TOTALUMT VOID S AruR A-SAMPLE c0N4ENr. wE;oNr. 4 N,Egr, pg g agge RAr 0 ri N, INirl AL 13.9 133.1 0.45 83 0.800 BORING NO. DGIO TEST SERIES FIN AL 11.5 14 4.2 0.31 100 0.722 SAMPLE 4 N O. 25 l DEPTH. 9X-lO.O' D ATE OCT.1978 TECH._M/ h GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,INC. REVIEWER WI4v f FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8
,!I ym o&. - O O O - g,".pp.,.-_--,v ~ 4 +.,-, o--,...*. m m-p , ), ,--.m m..d .. 4 _:1 3.
- 4 g
u g k. 44 ll 3 L . k '~" " * ~ ' e.6'a .-m-i
- lL.Z
'*-'"+t-"*"ft g !L"1 ' -,L_.f...',; m
- +~
. m -* ,.; b ...a.,+._ - $,+_,;,4..-., _. ,w.- ..71h..,,.,,, . r....7 p .41 i,~ i. Irt'Jt ;; e !.t: p:mi: 1
- 17 cc :
- .::::4tr"1:r$+:-.
nrr + e j7 N '*+ ~" 11".' = Y'**+I'. .. m'. _n -
- ,;;;;-}',;j ;;
g+;g p+ j= Og, "**t*~
- t.," : tin.dtt ::
Ott-T:t1 1 nu1:::
- ?',,,,;- [
. + +. _-;+-. b,**<,,, ;; 2-tM, +-E t"::.:d;Ht'; 3 *0
- tim *. Z
"%~:ilh:. d y I -J+ 1:1&TiTI~":; ~O!::* N-'- :ddil.:
- tat::;tf +:
r- *: 5 = :*t:; h' !! " *1.
- p. o
- -- li551.
j.; -*+t" ** t r ;ff "* * *** "*f ; 3 o o 2 1
- i.....r f*. '+++F. N.. *,.*
- 7"
^ 5*"+*.5_ .p.+ f E 1 - * + + s n H +: -F-.p - - * + W j'*.+. '+'; '- +-++ 2 r 1 I*++" M. h**- "*- ^
- I +++-
1 114 ^ ^^ 1 r m ,.;4 i 2 .2 m 1 m
- l. 444.Jv 7
. ". * * ~ ![ [ H: - - *.f +: +: +. c.+: -.t. f:.
- y 4
1ii.; i 4
- 4.a ii
-*+1 -t*:;r :*.J!f s.4.15 n +;27(. @ i:*sf f* **- >1 . f- .+.-.-- k - -. $.-MZ '1II."*~ 2-7"**;IEd* N'1 ~ I ** **~
- ^
- m.. tm. :
~- r. ttit""1++- . +- ++++--4+:4t~ft _t+... ' H++-+t++- 4+++.-f +:-+: + t+++'4 + r+tttt* O o O O O o OO o O e O O 00 o o o O c O O N O N O O O O O -N OO N O N O -N mO N O N O -N c -O O O O -O O O O O 0, O, O, O O OO O O O O O OO 0, O O O, O O LL :' ~ O O O M. tt g_ 5+t. E iT,1 t u. "t-gtji '.jt.i tJ IL titt - 1,.+.i.4 .-.t.p~ m Ti 4- +.. + 4 . m . +-- m ..itf p .! m O.C p .+ & -+ .~ 4o = co 3 7.; j..,;4.;_.- l-O " 3 . t "m 3 ~ [cc e ~ * ' * * * ~'*** I .C. a.-. @f I g e e
- 2
- ~'I if e ~~' ' ~~ D 4D - + -
- 5
- j h.
~ 5 ..-.-+.~-q, ,1. +4
- : *;+
?- v. .#, 4 ,,..t::. f..
- Ir- ".
2 vi ...-$T 7*.. .c + +..: - w ....l_ p.+ i.efe ~ ..-r,.i,_.r m-.,.. I~ I _!'*** "** T4
- I-I [*,. $U $-
E 1 _ }.H -' +4 +' J" +*-+ - .. M.. <. .,.. ; }'.. t-. 1 '1 ......-o 2 is. 9.: - -,en:Ut:; : 2;;; ..e. . b-44 4-
- :r i. * -
.r - -g ,f k.+ A ....p i - .fr -4++ 1 --
- +-
- -- ; - t
+-- - - - - + - - w , r -. d[=L...."ttc= ----au. Ib4.4 IU ' '.f.=y 47.-4-- 3 :: --=: = &..d ~*'
- =:U.**
- gT
-m = n> n n N- +.+.. -..... - - .. 4].+* ., ;..- ;7',,.. -; e ......1.I!, o. si. ._..+, 4.I ".!..,,. L.., l 1-lL ,+_ m .[ f*** Ii[ 2.Z o *I.I "I* N **
- t
~~ ~ !hl ~*!:* "*~'**
- "***2_.
b T**:ti;;*!*"TTit:::*' A.!!!!C *!b d; *. : .$' C *.+*.*.*' J.~!!! cv
- t t '"++ t ?* I+f. + + + * + * -
~ ~
- t+++4
+ ;f.,'-Qji 5,,1 *.;-- f.d 4 ;;**'
- ,;;g
? ** I +, +, +, +. . p+t < + + <~.+ F +- +H +.- + &++. - * * + -- ii~' ** *** I'It-- O
- t-t+ 4-4~O
'i'i'* Iij g-- e ~ 'i+* *' O ~^ "I 8 O O O O O OO O O O O O OO o O o O o O O N M T m WO N T m O N O N O N O N c O O O O O OO O O O O - O O O O 0 0 Q, O O O OO O O O, O, 0, O O, O O O, O -O, O 3: I COMPRESSION IN INCHES . COMPRESSION IN INCHES COMPRESSION IN INCHES lsoIL DESCRIPTION: DARK GREY SANDY CLAY ML) CONSUMERS POWER COMPANY S AMPL E LIQUID PL A STIC SPECIFIC MIDLAND PLANTUNITS I a 2 oiAM. 2.50 lN. LIMIT II % LIMIT II % GRAVITY 2.72 MIDLAND, MICHIGAN u.
- ArER mTALUNIT VOID S AT U R A-SAMPLE CONSOLIDATION TEST g
con 4ENr.wE;Gpr.
- TgN, s,Egr, pgggggggggggg RArio INITIAL 13.9 133.1 0.45 83 0.800 hdIb'I[Sk SERIES BORING N r
FIN AL 11.5 144.2 0.31 10 0 0.722 SAMPLE 4 N O. 25 DEPTH 9.7' - 10. O' DATE OCT.1978 TECH. Al LL.fu GOLOBERG,ZOINO,0UNNICLIFF & ASSOCIATES,INC. REVIEWER' 9 54thd FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8
.s i oc oo 2r C (D E a
- g l
mo m 2 9" $ i r rm .Em E $2 0.M PRESSURE 9$ 8= w z-n SAMPLE v8' Mg o - =
- $s "h
P N INUNDATED F j g VOID RATIO gh,iigs g N Zo o ~o 45 ? y h \\ f {o g 0.35 2 o, 4 -1 2 ,+ e m x as E N \\ 2h 9 9 "g _.(*m s am = + m-y 2 pp o o ao F> G" S 'O.30-* \\ N e 50 # n g o8 ,EE 2" [ NQ \\ e r.296 ( $g ? M < z ^ gy y y _ga gs g @.031 tsf Ek h [~ O.25 o o 9 N. o m m l m>x o E 'o O En m y y r og zr@ Zrrm V TWE FITTING METHOD _, o > q g{ ,n a LOG TlHE F/T"ING METH]D h W N - % o m, 3 to p >og n i m z _z e j k ,t n oo c hP IL W O > *E un o' o.004 -$" Q --{
- E 3
- t. y, _
sg 5ggg ') 2@
- o-PE Y HE"_18
.w2 n m m F m _ ig a a m 4-I l l H m 0.1 0.5 1 2 4 8 16 32 N n y C PRESSURE IN TONS PER SQUARE FOOT m
[ l I8 8 rg =q l II - $ g=o p'
- bu y
j F H I'
- il i
t.t* r'! g i. cc i II 8 ,t i l l l-I I o i o o l o o g e i; r i .ii ii ii i i, [ . i /r' 5 i ii-o o! m I i i i i j r _i i w hf lI lll li Ik lll l l l[I l l _ l,y ~ g j o o , ~ y .r r~ -;:w-i! i i ii ,iff i: t ,!i e w ii fil ll I I 'i If_ liit i i l! I il if I f lI[ }) lh lll l-[ ! l l l 37 _ l l I)(! l [ ll o o e j~ .f i #' - if ' ii/- ,a if. 4 4 t .;f-ii r !i. i id 17 i If i if Yi l Y
- .+-~
o F .[l b I l 0: o 8 0 8 E 8 8 8 E'S S 8 8 Sy 0 8 E 8 8 8 8 8 8?aaa.8 8 8 a a a2 8 8 saaa _1_- n I h _1_1 8 1 h I 11 118 l 1 [ EE9 ~ !! I I W d8 I; p 'z 7 i p ,9 9 = 3==== ww m :E W co il, ,f g + - - -
- j.
b m y
- -t; :: s f;
- i
- 3 II::: s T-i i;
- 1 1:
f i i N P i if i if, i i i i i ti e i ri if i i i i i ,.m. e l ll ll l $ [1 l lf ~ o o i 8_ t ._m 'y_7_ e a 'I i/' ii il [ ii i t/ fl it i i i !i i s 11 i i _m i ..i Is 0 = g[L 'o i l ll
- ll ll f)hI
[I l f II l I l g o 3 m4 7....y. 9 m ,L ,=oz E . If ii i .'I Yi I ll it i.i Ii/ i,ii w 1.i jul i. I i it i i!ii I.i /:: i i i i gi t iiti j l l .o f !. h,- l !l f f' l ! lll o o Yi i e i i itfr[ i +w i f - N l .o n : JI o x E 2 R ? S 888 ? 8 8 8 88 2 ? 8 8 8 8 o 8 8 8 8 8
- 8. 8 8
8 8 8 5
- 5. 8 8
8 8 8 o. o. ,j j COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRES$lON IN INCHES SOIL DESCRIPrlON: GREY SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PL AS TIC SPECIFIC - OIAM.11Q.IN. LIMIT JL% LIMIT 83 % GRAvlTy 2 69 MIDLAND PLANTUNITS I & 2 MIDL AND,MICHIG AN tu WATER TOTALUNIT VOlO SATURA-SAMPLE CONrENr. w EiaNr. a ATiO
- riON, N EiaNr-TIME VS. COMPRESSION CURVES 2 INirtAL I49 1 74 0.40 99 0.8 ibERIES BORING NO G 10 FIN AL 12.6 14 5.9 0.30 0.739 SAMPLE 5
N O. 26 l l DEPTH J3.Q'~l3.2' D ATE OCT 1978 TECH. IV LLij GOLDBERG,2OINO,0UNNICLIFF 8 ASSOCIATES,lNC. REVIEWER 424ted FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /[
l 1 I o o o
- t:;:::: p:_
r$ - d M
- =x di=mi-=t -.tti 4t:t - :iti1JI..
..I .]tl.l j ~ 6 t g a : - t s: g 111 [litt -t:11:. 1 m t m 1 m O+ b+ttirr-~+' +-r .- H .::dtti:j;. h I E*: b =.**g 1 tt:r::.. :n;";tti 4: ~~ =:ti+)t"ti 't e :.17: ++ . m._;,.it Et
- $=tt t$:::ta:
- t: m.ni nt:1!. 2, :
e ~ +. .t,t.-.: t;: : -r++- r** + _7.. + 4...e ++1.,_+ N .t$'h": 9 Orm1. L: Ji. A: t :.T.. g' ".*%W :_ ~ ~n , 9 44. + -,~.m 7: j c
- .4+t-
..,.,4.p' t+4-
- H++-+ m r+r -
- - t -+- +~ '~' ~~ > ^ lL.J L. l,itt 2*t:i; c= ~ ".-+tli-n. 4.kep._ - e 0 .44 e m, - 1 3-1 1
- 1..1 i
1::t;t;; 1. u m I *.M f L+tI:tt:+4v._j ~+""- ' ~m *t"" **-r IP - ~ E 1 - o a i ,1 r 1 : 1m ip+ 44 ~. w =n: ii1 !**rE 4 ~~.+. - f 1 14.;i1 1 1 ~ i44-.. e .e. Jt* t; ^ 1 g ' - e w +! ,I: -4'i ' 3 1 1
- ,y 1,
-n.-- z 3. 1 M,,1 g; ;.. +. +. L:--f-j- ._._f._ ~+ ++A ; l- ~~ R - y -y...j ~. u u u -. L--w: : f : 1 i+~-
- 6-a4~,. '.i..; -
- 4..-g.. : -.4 u
i e
- y- -
1 i . : vM' -y.:+ u . +. - -..~ +..,..e. ,._u .p.- "ttIH +;'3;i +*++ j -+,6 H fr+j+-++~
- ij j,:';ff*.,,;O-
"*-*+"** r-+ " t II;. ;., ; ;U,_+;, ] r.;.-+* + +HH +~ +- ++
- E o +--+-
++ o o o o o e oo e o e o o oo o o o o e oe 8 n e n o R o o o n mo u e n a n no u e n o n e o o o -o o o o -o o o o o o 00 o o o o o 90 o o o o o 9 1 o e o -+ u. 1.-:t.it u. ~t 1.'. + d4 4.+ u. 1: **1 r'++t ~ ' 211t.'f1 y.t.i ~ . u. u. =.It - m m m +.... m.-~ g g ++ .+ - +_. h Q ..--.- - ++. 4-4+-.._ h ~ ~ m g ,; ;.- 7
- ..,..-.;,,h+ p
. + 9 3, t 4++. I -...., +. 4..,-t-
- +
N
== 9 e g - =m e= f - ::::=,
- .-_..t--,.p
- .
--+- d i~.=~ d _m 4- ,.. i1.- -..
- f.11.;=:-
4 n n.t - --
- 4=
g;g ;;:ttr +-; 9 .. _....;g._ g Ig +;...s,- .{t,:u.. ~:t s . - ~ z ~ h. 7.j. J 4%--. a Y if***^. ['". ll.ik - ,111* { =!* * 'I:.. !*.**" { 1 n. s
- tn;;;,..
-- ; ~..p; ;; ;;n. u n,_ .,r--- ... _ q y y
- II
},. b,o4 - +.f:n+ .I I' g iU-'.UM ! 2IfI I~~~~' A nta.... : - q. ..n :..a.. =
- --: :.1:.2 = + -
m g.,..t ht*'*~*-'*" ,un ~~t-~rr-- n;;4 -.;;;; ;.g
- =
.;- =- . : n i r: ;---- ...'t l'..*ri:. b:g. - 21 t -- +.- t -6. t t +- --- f::y- "g f_., . :g = t-y t.... .m -f*- d "*t + ~' f " + +ii." o " * - + +1,t "+1 P ' 4 ' ;..<; k+ ',jj O < ! * ' ' I +- +1-m;;;u_.,, -t**
- F-M 4Nf+ TTI Jifif*+1t't3!L:'. : t;;;
OC_ # ~ 8 o o o o -oo o o o. o o oo o o o o o o o o o o N so T n eo N T e e o o o o oo o o-o o o_ uo N v e e o. u _o o o o o o o C. o. O
- o. O o
o o C. o o o. o o o o. 9 o. f *) COMPRESSION IN INCHES CONPRES$10N IN INCHES COMPRESSION IN INCHES solL DESCRIPTION: GREY SANDY CL AY !CLL. CONSUMERS POWER COMPANY SAMPLE u oUlO PL ASTic SPECIFIC MIDLAND PLANT UNITS l 8 2 otAM 2.50lN. UMIT 12 % UMIT 83 % GRAVITY 2.69 MIDLAND, MICHIGAN us WATER TOT.MT volO SATURA-SAMPLE CONSOLIDATION TEST 9j con 4ENr. we 2,87, ratio TgN. n,Egr, pgggyggggggg INITIAL I 4.9 137.4 0.40 99 0.800 BORING NO l'O TbERIES 7 FINAL 12.6 145.9 0.30 0.739 SAMPLE 5 N O. 26 DEPTH 13.Ci - 13. 2' D ATE OCT 1978 TECH. D lo' L GOLDBERG,2OINO,0UNNICLIFF 8 ASSOCIATES,1NC. REVIEWER CONSULTANTS IN GEOTECHNICAL ENGINEERING
- U FILE 2190
W O 5.4
=
g>o ~ m m O Q. n- --o A e l= I' O I CC eO u. / We / s /, T O a mw 0^ N mz O wg t go i z 2 3 l ~ 4z / w 1 8R 2
- ~
cS ~l ~ E5 ~ oe yu / t li i _E i__ 'w $3 d-Eo uo '> 3 Edl _6 L VOID RATIO. e cv.cw 2/SEC l P E 2 a 2 [' 8 a { g 41 o o o o e o soll DEscRIPrioN: GREY 8ROWN CLAYEYSAND(SC) Q%RS P ER N $^,"J h y, d $yl0 p(AN UN B f284 k ! y 2.71 MIDL AND,MICHIG AN 21 04 Mi und CONSOLIDATION TEST wars = voio satuna-sauete courrar. w eio,s t, rge n, n,rgr. 7220-C794 71 Rario sNirlaL 9.9 14 0.3 0.33 83 0.600 ( EXPLOR ATION_ DG il TEST SERIES FINAL 10.0 148.3 0.26 100+ 0.758 S AMPLE NO'S _ 6 NO. 27 DEPTH
- 9. 6' - 9. 8' GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,lNC.
CONSULTANTS IN GEOTECHNICAL ENGINEERING REVIEWER <;l7A,i FILE 2190 f/ V i
k b k b k P,: ,.:EE-O :.::Cr ~ Cr) h$] O ::LU [f-... Lg *Eur ' (/) ~ pj:((EE:g[;E M [ 50 j.fy---- g ~.. . ]h;_
- pt: u:::-
. b b 1: ' b ::: :: "J2P 1:n 9, f l --f O C O O ____...,_. O j O i I iE?."'"~ r i-i i i ri ii 19i i! !!i lid ei i i i i I i; i)'^ 'l ill iij r i i j l h { I m O g2 g_ ,;.__9 -+- 1. E 1 .i i ! ii ! i ili i i i j' ii i. ii;i w fi' ti li fi t i i I II I I 'l I Il I ll N I !l-I k l [ I [ l
- p..,
C O ._O i a e 1 -1 a a if- + - - 1 if i i-i;' ![ I^ i ; T i I ( l~ l p }} 1 1 ) 1 ...m.#.. O O F+- O O h O O h O h k Ob N b h N h O O O, h k k, h k kh O O O I l u-I il 11 8 u-o u-o k -_o 1 m Cr) _O cf3 JT Cr) =O g
- ---o p
p ggO - g h p r f [ ~ N i i i + ,I l 8 . d [ f I ll b D O ] O j g - i. swe -e w ~A I 33, _:f' _ A; t' 1 I l I r 'I
- 6. g___,
( IP g i I II !d I 'fi I ' i ll l hlY f f ll 3 II I' f IIJ b kl: l[l l ll l 9 9 O2 .+..:
- h
-- [ .f .[ E .u-Its i 1 12 i: fi ite7!!8 13 i a W s a i li i '1: I i rI ii!! e !] iill iil [ II l]~ I i I l il il if !f a O O O 1 m, 7. = = .1 i:*$ .1: ir i i i ~# II t 11/ i I j i i i f! / AA i 6 i i b Y l l l N l L" ? O 1 O 4+d- -O 2'R { S S{ 2 l 8 8 8 2 9 '2 8 E O . kkkkk k{ 9kk O O k ko 8 k 8 k5 5
- j.j o
o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRtPTION: GREY BROWN CLAYEY SAND (SC] CONSUMERS POWER COMPANY SAMPLE UQUID PLASTI SPECIFIC MIDLAND PL ANT UNITS l 8 2 olAM. 2JAIN. UMlf 21 % UMIT 2 % GR AVITY 2.78 MIDLAND, MICHIGAN u WATER TOTALUNIT VOt0 SATURA-SAMPLE con 4ENr. wE;o,Nr. RArio ri N, N,Eg'- g TIME VS ppgPgSy CURVES l 7 lNITIAL 9.9 i40.3 0.33 83 0.800 BORING NO. DG ll TESY SERIES FIN AL 10.0 14 8.3 0.26 10 0
- O.758 SAMPLE
_6 N O. 27 DEPTH. 9. 6 - 9.8' D ATE OCT.1978 TECH. Il lh GOLDGERG,ZOINO,0UNNICLIFF a ASSOCIATES,lNC. REVIEWER Qfp FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
O O O . A I ' ' 'I 'dC'T:$CT L N ~ "+O+l Ikd.'
- ut..
- -
- m : -r: m
- tr.;
tr.: m :: : Ea di i L. f L d[dh ~
- : m 4p:t 4.-.4, L
.g.--- H _.4 + H :r,0 f:- _.1 H i. ,.. +-. T E
- -t
~ n w
- ^^e m~ - +'s,
== = m . it. tp- ,: *t ME z ::_itt:"1 yI.'~.~' it 9 +t+---p. -+ -M '
- +*C
+*-+*t- ++++- i t t t' p. ~~ t*-- *t + "6+ n++-dtt: mut turm=::: 5 we i. = -i ?'E,g 7" 1 +::w ;- + -+-at:m t-p::: _. ~tttIn:.:_ - - + - .n:.4 t et= a
- "ut:xt +:t ::n:
m:amm.y -tt-"
- rg:n:
E
- ++
o - +-+. * +++. o ..[_ 4 + ~+ : o 3 .n. -.- r"p=:r t;t.:p - * - J ..,.4.:::s, z -+ - 1 bh! ! 5-4 t+j -_, l 7 -,..i. j 2 ++ -1' >=
- i.$ 4.I:
- O"
::Lh " J g> }+5 31' ! } g g
- q-!;
q + .z; 1 . +- - - ;- :-- 1
- d.. 6 444 h5 +.4 ++-*M i 4.
4_'.U' "***~*#*****~ 7 ' * * ~ ~ 4- ~ .+ ' ' ' 4-4 1 4 .~ + +.~ .,.i +. a, ++4 . ++ i' . I' u:.; -A.4.- .+ + a..- -.-+o.. ^ iM t" t- . t t- .+._ .+9.- +++.- ^
- 3 :.
t-6t-+i_.I . ft-.+ .t++ I. N.. +- ...i. ."t++t- ++++- tttt" t t i/ -+~. 4Y.-t+ + ^-^^
- ^
t t t-2 O O O O O O O O O O O O OO c O en O na O @N T O-o8 N O N v W e O-Oo o o o o-N o 8 C. - O N o P= O N O O O 8 O O O O O O O o. o o o 0 o o o o o O o O " :: 1 i't -tty A Idtti" ~ Jjy._ ir? IL Jtti: a t --+' f fj f jj; 44 .+
- 3-p 2":t7t~-..- m Tin:
4 -4 m ' Tt r m : 41;1r m " t.
- q,224 h
- pa.._.g E
==; co -t+ - F-t- .p.-.+-l - ~~- zi - - F t . + _ 44 a + %; - b ..~ 4+ 21. .. h -, m.v.4 - i - 1 N
- =r 2 Hn!
i e e e co N : h jp ;e4W*: h it% 2
- C;- h,
- ~.It
- v. 7r'- _
h 2, - - + - * - ._s. 7.J.;.i':n*:r'.:::,3. =. _ _ 40 :f:..:.,n r"- :-+-- -,m .M_.5,-- T %, _ _ + -. +.9.. w _a..._ _ _...- ~'4;$r*+".* j:h 4. .30! "*'t*~ ' t:*
- ~ ~ ~
5 " - ~ :'. * * *.. *.... ii ~~f ;l -" ~M;' j e- +,-i- ~ . 1*.*F,. *:~' o y;*SE o o f+t
- f T
=~*++~ - ;Lin :1. I p~~' . x 2, ~: :* :g ~.. :.--- E ~*--**~ 27.t4 I**E'II C' ~~UE iE II ! I ~*~~~~ =n:]Q~, +. w w w .[.. I L, ; 0 0-:~.~** .J 2 1':t*J: E s 7*k.1~!;ji]t' **
- 1:;;r.= ju u=
- C+
C =
- = t.. : =
=l -- n5
- tc".:==
- = = .4 = n n-n h--... :,,f "Th n m-r- f.*.._. -
- 7 +[;
. t ; -~.- 7- - 4.T -, M + ++. .+ - ...~ --~~f i-4-4 v+ht~ -~z. f.+ u g u-- .-- - + -.- ! i E ~~--- g: - p,_,,_ +.+.,.,+ .H- + +t-' + + + I'*+- m r,.ii-,-, *: 4 --+ t. t, i *a*- ~ _ - + -+ - - - 4--.
- + + + ---
~ ~.* tt ...He'i ~ -.W
- -++
.' t *..b.h +t. t+.4t+-'i
- }i
- "-r.-+< -. *$. 4 - +---- + .. +: : +---. t. at.- ,,.w. ii t.4 ~. e.4y4i
- : n.1-o
-+
- + t-m ittf
+.+.-.-+ 6 t t -- . t &+ t r7 .+++ ++++- aO o O
- 1 O
m O O O O O O O O O O O O O O o 1 O O o o OO O o O o o oo O O o O -u N N nO N n e n eo N e e e o O o o o C. 8 o 9o o o. O o. 9
- o. O.
o. o o o o o. 4 '$ COMPRES$10N IN INCHE3 COMPRESSION IN INCHES COMPRES$ ION IN INCHES SolL DESCRIPTION: GREY BROWN CLAYEY SAND (SC) l CONSUMERS POWER COMPANY S AMPL E LlOUlD PL ASTIC SPECIFIC MIDLAND PLANT UNITS I B 2 l oraw. 2 So iN. Lluir 2' % Ltuir s2 % gravity 2.78 MIDLAND, MICHIGAN w i CONSOLIDATION TEST g wareR matu~ir veio Sar u Ra-54upte con 4ENr. wE4cpr.
- TigN, N,Egr.
DE E WWS
- Rario INITIAL 9.9 140.3 0.33 83 0.800 BORING NO. DG ll TEST SERIES FINAL 10.0 14 8.3, 0.26 100+ 0.758 SAMPLE 6
N O. 27 DEPTH
- 9. 6 ' - 9.8 '
DATE OCT.1978 TECH. D MJ., GOLDBERG,2OINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER ~ 4% CONSULTANTS IN GEOTECHNICAL ENGINEERING 4/ FILE 2190
no Ti !"E E I I EE 5 3 E r O.40 PRESSURE . e.o p$. ~gm r-M l SAMPLE VS-o yN o
- h ei,. 3 VOlD RATIO INUNDATED M9 0.~
'2$ , eg, '_ g" - *
- 55 5 G.o z
- 5 N
p l l i mc a w -8_ 0.35 oz a e a or , s s ~ h,o 2 is !E i -s N o 9 x - F> F ~ 0.30 e <w ef = 0.28 \\ mm -. g # N 2m
- * #5c Q
-@.03Itst l o. N $8
- =
N mg pp 2d $y Q m i s. e> 3m 4 0 0c% <N -ah Em W o z g r-4 e Q25 gZ E 9 "t3 -t O M. ITi m m D O <nuga O ga E72yE 2 g r" @ O 5 .ois I O 2 O V TIME FITTING METHOD m m \\((h { {$ m O zg n a LOG TIME FITTING METHOD om .012 e o. O ~ G. 30 hi:=i! o = -$ b s Zs$52 o as _,. u"% gg 2i = "4 _g* bur l m e e r m a m m -2 l l l N o m (f) 2 g g mg y N -( O.I O.5 1 2 4 8 16 32 O g E PRESSURE IN TONS PER SQUARE FOOT n (D u CT2 FIGURE
l l l 8 I 8 I u. u. u. 1 - *mMI5Z.8 Er t.:. - m EEE.2 5 O e-m ~f5EE9 =m.:.==.=: --:4 F EEE 4_ _--.f.EE F 3E 1 1 ..ir l_ g g .a n -I o - l .l-l O o .p r, ::9 ._m g 9 ggg 49 irip"g; y 1[ TT~ Td C I Nf i ~ i-i i Ii i i I i; Iw ~*~ d iii !l I j i~ ji 1 .I I i f _- 8__,,._ i i i i 0-lll-lb l ll[lIll ll $. 3 E 9 9 -.4_ . 2,_... .. &.. c--
- 2-9 z
_l W b E = r ... a .a I
- ^
!n i! ! if i il I. !I iiiJi i H Il !il llI ll. lO [. l h0o l. ll l l l O__ l [l f -, ~. --2. -5+...- ,L O ~ _ 1 - - ~ + if 1 .,1 ~f !/: iv i ii si i i i ip A 1 7 ii,1 y i 1 j 1 l g. .- d
1
--o m .__o o O' o o o O e O 'o o n O e O -o O o O N C k O y c N n O N O N N O N O k kQ b h h h k k, k k 6, O I n g ! ! l I I 's 'l l I I g u-u. f :EE u. E5EE". w..- w -o EEEEE
- = -o
- m - "o -~~ ~ =: m ?hQ: Eo F
- 'CI:: s, N C:::
i -i ;= i = H 1-i
- 7 I h 1
i! f L.. + s ! I! I t I.____t
- :I n
I I _.4.___ f I I N h'_1 'I II 1 I -. g h If l l 1 i l D f l l o o -g ..____9 -; ;===::= 0 L+- - - + /I ..,/ ? .Ib +-
- 1 1
i i: ir si i >>ii iT ii i 11 iY~'t~ 0 ii
- 1
!i ! !A IM i i i i sii ii' i,. l_ i lif t-l kl_;.[ Il l l l l _ i lll fl l .._l_ 9'.__ _92 9 .p_.. 9 If5 E l
==t = 3 _:a[ ' 1 aI- ..I ir I i. i !! i i ie i!i 'l iI !.I a il'I ii iii if I:f I t i-11 i_4 j' fi i i;I: ii i
- e III; i
16 i j,ff !, l l l l' :I h l l l II lfI} I I o o o --g; -+ p n-q:=4 _.; %_ _.+.. 'l i 'r si i ___T__.i i dC I,- i! ii4 ii 1 i I f4i A l if i V W IY l [ [l = 6 o O o O o oO o'o O o o oo o o o O o o N M T e Wo N T m o NO N v m o N J 9 O O O O oO 8 8 O. O O o 9 =0 o 8 O O tj - o o o 9 0 Oo o o9 0 o o. o. o. COMPRESSION IN INCHES COMPRl.SSION IN INCHES COMPRESSION IN INCHES IS0lb DESCRIPTION: GREY SANDY CLAYEY SILT (CL-M'L) . ONSUMEAS POWER COMPANY SAMPLE LICuf0 P L AS TIC SPECIFIC ,ilDLAND PLANT UNITS I & 2 otAu. 2.50 IN. LlWIT 19 e4 (gggy 12 04 GR AVITy 2.72 MIDLAND, MICHIG AN uJ @MAWEM MM warER row.uur veio SaruRA-SauPte 3 con 4ENT. wE opt, ratio T N. H, gT, TIME VS. COMPRESSION CURVES E EbT SERIES INITI AL i 1. 3 136.8 0.38 81 0.800 BORING N I FINAL 10.0 145.5 0.28 96 0.743 SAMPLE N O. 18 3 DEPTH l.2'-l.7' D ATE OCT.1978 TECH. 4 AM GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC. REVIEWER C/ % FILE 2890 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8
i i o o o
- r+'{f-4
' t-til : m:t: -.+1p-. ! "-Q-t" ~ g
- ttit}f"
- 1d:.~
- u. 3 i
g g d:_- ,_ 2. 4.g-
- 1 m enr "t. :: :
++- .w- +4 " 1 m 2 1 1 1 m ++t:- J.2. --F -y I g4 a
- p g
. -... p C E M 4 j $tiI K_M j Mk: -
- j 01 e
e g _ If: ".it-: g4t:f.rt: T : 't:: m h(t.::1.jp q e' p; t:b.rg::;t "3 nt
- +
-: r.. ;: y:"l : cttin. ;.r;u.- n=
- 2t
.p.M U t4i: tr..; g
- r+
't =:;a '.htf,:71.E}, tt: t* T:y$*0 ++.-
- I":
.J
- n
=t+-3:='tt 4 . f::itt:
- t?#1 11t::i3xTI.:
21 t"t"irib::ti M+ l +-.- i .m.u t
- ,. j'IEENjE g;
- +1
- J$ ..,i.p ++,+.
- i "t$i'
- k.g3$
4 . +e.,.
- d
- ;t OEF"+'
-+++- ~~ '1
- b+ M
- :-[t2:=
a2 _ Mj{ F i+-tM
- . ;._7 ++--+t+
.t 1 4.g1._ ,_,u;4 4 i3
- i l.;4.1 u,.p... -* t
" - + + - - -,t -a.. 2 m f*+-~r t, +4 h. it:#-I!' 1 1 1' > a +- 1 1
- 4. 2....;;
+ -x
- i tt ; i
- :
- td -_
,; h,, uli +1 @p.4 : a1 jf - l N my _ i, N N u.. .a..q..-.nn .14.!.,,I@',f, i n _***' Hf: i!. .4p ,,,,N zi ""~f i ' EU*:#.'trikM ~
- tt+-+4
- 1ttt d'tp i
- ii++
$I 74th{r TT' in-n+tt-jpj _j g ;;;hg;_j_,5 'i jj j j r jjj i o o o o e o o o e o o oo n o o o e o8 u o s o w n u n s o a n m o s o u o 8 8 8 o-8 8 o o 8 o o o-8 o o o. o o o o o o o o o g
- EE o
- u. ttitt u. t-t-
- g.._,_.r: u. : itx g .x ': :x m.:
- t:_ 4x tt:44t.
- "*~g H
H,. #- H r.+. t ": m x2:ti m1_:2p t 14; u p n, g +. - g m: 4.,4,., .4 1
- 1...
- u e = . =++.m g :J.. .i ---t' .4-
- b 4-.-
'f*i a ; !j'!.. f. A4, ,i' --4.. =- p = .."..,, --...y:32:: e- ++}+r, q'. '. :nl :... --., - -+++.-+ 4.- E ]-.,g ^ . +..m
- 5. +++.
a m . ;= .4,gMg : UL-J, E
- * " ~
-. -.. +,
- g;.
- +4
- -*+r ::=
-*-e-- 4,.- .+ -~t r- -.. - t--ti ., r. - - 1 s ,a w ""-~t"*I !i'!-01
- ++. ~, fi';;hihtt ri.:-
-I~ ~$* 7 : ~ 4-+-- 1
- g-;
.+~ j- +-+4 ~ M':,3: ;*;g[.d 3;: , *tgt-{ Oi'42;;; 4-. p-4
- I
- C 3*' r:*:t
,E t N t i..14 14.i. ,L..i.. =t M.J1. : . +., ~ ~ ~ =. -_j;... f 4 ..p "+NL:::: jf.;M$;2 3_3 _h[ f k.p h H+t -*+++ _ ;;.4 .+.- hMfDisI5 b$MNNY !!MN " u o o o o o o o o o o o o O o o o o o S g u n o u e w e o u u e e o u . k8 8 8 8 9. 88 kk4 4. 8 8 8 5 4 o 5 COMPRES$10N IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPrlON: GREY S ANDY CLAYEY SILT (CL-W1.] CONSUMERS POWER COMPANY PLASTI SPECIFIC MIDLAND PLANTONITS l 8 2 SAMPLE LIQOl0 olAu. 2.50 lN. uMir 19 % Louir f2 % GRAVirY 2.72 MIOLAND, MICHIGAN ul WATER MTALUNIT V010 S AT U R A-SAMPLE CONSOLIDATION TEST E Con 4ENr. wE4apr. rigN. N,Egr, pggggggggggge RArio INirlAL 11.3 - 136.8 0.38 81 0.800 72EC*C79-17 T BORING NO. DG 16 TEST SERIES FIN AL 10.0 14 5.5 0.28 96 0.743 SAMPLE. N O. 18 8 DEPTH 1.2' - l.7 ' D ATE OCT.1978 TECH. 19 le h d a GOLD 8 ERG,ZOINO,DUNNICLIFF & ASSOCIATES,lNC. REVIEWER' CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2190
l l l w 0 E.4 mm e ~ 0 E O i A 9 --o -o h O [ ao O / / u / eg 7 ) m w ^ N mz 0 )
- 35 r
.aa 1 -= _ :Ej / w / ~"z m f-q@ [ ~ oy I I <, e 1 f__ [] 1 - m l f - I$y eo. NO 9 l OM c 8 @o) O C n j T e 6 . (._ _ YOl0 RATIO, e c,._ c u r/s te ,g, g P l I I I E 8. N 2 5 6 O o 6 S OIL D ESCRIP fl0 N : 8R0wN MOTTLED GREY SILTY CLAY S ANg CONSUMERS POWER COMPANY SAupLE u 0UID PL A STIC SPECIFIC Tcu MIDLAND PLANT UNIT 318 2 otAu 1:tO.iN. uuir_.23_% uuir ts */. GRAvirr 2.72 l MIDL AND, MICHIGAN W CONSQLIDATlON T]'EST W ATER TOTALUMT void $ATURA-SAuPLE 3 CONTENT. W ElGH T. RATIO TION. H EIG H T, / ggh.GJg.} /, 2 j_ ey, pcf INCH _ La., INITIAL 12.2 140.6 0.36 93 0.800 BORING NO. DG 17 TEST SERIES FINAL 10.9 146.9 0.28 -LOO t.O.757 SAMPLE 3 N O. 192 DEPTH 17. 8,.- 18.3, DATE OCT 1978 TECH. B AuLuk. _ GOLD 8 ERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC. REVIEWER pfl-"" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING 8
r /. 7 s 8 8 m -,-gse m 8 m pEEEE g - m 7;ggEg - -== q m g +-r H E:: H no i e i o I o g -.,._e . e m 7 ss _== i,Ay M- -+ ,- +. n t 3 ii ,si g i i T f l i .3i l l[' l l j - l b- 'l l [ - f-__ _-.-9 9 -m . m ...._su....
- 9 m 4.--.J,.
. ; V.q.:== 5 I [ . si i iI i ii in i W it i il IA i e i 17 '1 b ll Il[! l _ o____l [lIl o l [ l _ o_ i ir:.,_ _7 .m=, 1 , _ i;; . + - 1i i r.. =:e 1:
- 7+
i;
- ! f 3
ivf.ii i ifi i, f I i,k / [ i / l' .;/ / I I _3.. c; d - + -o i a' 8 e o o o oo e g ~g 'g o o o o e o o o o ~ 8 8e e B e e e o o. k8 k" 8 k o ~ e e e o o o o oo o o se_ b b 8 I =I- ~-e :::_ m ::--a '8 '8 u. ___s s s e-J sw== u. ~~~~ W ~~~sesse T -~; ::, -pp-. 3 p.. - - +- r - /+- s~ t C 2 9 j .t-9.---..-- -3 . g --9 .. 3 e j jh. i g g,p i i coh )7 g 3 g o o - L; e o i 11: "1 ~ IF, If I,I sa i i F Y 1 F I I i ; i 2 1 ,! r i f f-i! I b -/ I [ _Ml h l e 9 _ w ..,.__ _92 'i _l J 11'_._ 5 I: 4,,,
- 7 1
.'1 I i!r !!r i i i _1 i !i i ii j7 if i if, i i .ii f ji if [ o , ll I i o o = l- - y g.m-; ~ a L;- i J i +- rp .+a_ 1 i 1. 1 ! 'A 4 I i l / fl I / 1; o& - O o o o o o 'o
- -+---O 6
o o o o 00 'o o o o o N ' d. -o
- l}
N m t e N T S o No N e o k k k k k ko 8 kkko E8 8 k88 5 5 COMPRES$f0N IN INCHES CouPRESSION IN INCHES COMPRESSION IN INCHES So L orsca: Prion:8A0WN MOTTLED GREY SfLTY CLAY. SANDY CONSUMERS POWER COMPANY SAuPLE LIQUID PLASTI S PECIFIC tcL] MIDLAND PLANT UNITS I 8 2 osau.2.50 iN. Louir. 23 % Llusr E3 % amavsry 2.72 MIDLAND MICHIGAN us CONSOLIDATION TEST warEn row.u r voio Sarue.- SauntE con 4ENr. wE;o,Nr.
- rqN, N,qgr.
TIME Vygggi N CURVES,2 navio g INlrl AL 12.2 14 0.6 0.36 93 0.800 l \\ BORIN G.NO. _ DG l7 TEST SERIES FIN AL lO,9-14 6.9 0.28 100+ 0.757 SAMPLE 3 N O. _.19 2 i DEPTH L7. 8 ' - 18. 3' 9 ATE OCT 1978 l TECH. 61LA1 GOLDBERG,ZOINO DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER N EA&fe FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING Y d
O O O M'+" ] M Y I_',C'f ~ C'kdf.- . L i fiI "/ T"'."' ~ $$ $ ..dd'M .".- g ~ o g _1_ _.a tt-:-:.
- 5E. #
~.:st - m sx::: p 3, m: ^ . b 7**' 'I1I:
- m
+- 4 H.p ..- a4+. i i -- b '* ":I!!: 4._.&g ..maj + hb, k" W b h .5-TT11 T it. t:2 w
- -.+_c:r::: r ip*=
- -it art
= r :: ~ ~ iki T::7 d.t_ :7.1. *.i.t, t*. T . [t.1..
- "14$$_
3jh... ' +
- 4
++t.- g g 1 p,, o c+. +a+.- Pf*b4 *-*y* P-M P *-t*-. 4- '***4 N -".~j ' t h i* : i, ill.::itt :.dd-'t : '.ij!!:iM.idi...LidL.a? E 1 1 45 ++++
- '" ;ij,f-ffd
- 6..
~ --...l"7 ~~. f
- i
, p r. ~? +w-t 1 h Nh-+i +*~+N - f *** ++++- t Z r L = = a 4-b - a = .#w 3+I+ tit.fttt IL{.;.IE-TM-.;L-&p + +b4a 7 +p ;*++,.._ 44-e.++. 4f,. .++ ,.t;+I ,I ~^ ' ~' ' ^ 5 ~~ ~ 44.+g.+.. t. +++- 7 tt J -. +;g g +5 .o ^ - ++4I ~ y .. +. -. +.. e++ .e.,. w -+-*
- a. la 1
1 1 iY _N . _ =f I
- . :p:
m'5'_; =. -=n::=.n::=: ^ ^
- t!Ut'!it
=-n-
- :ys.-
== -t ::: = '++ q*+. t -. +7 gn,- 1.- ~~ 4, ...+4- +., pl:f..+j. + ++++"
- '*".,1,,,,,,,,.4-Q ;
-._,'. + f.T** 7 w .u.+ .aj 42.,,,.41;"** :"*?*'*"'**** s 5 ,r_ o 4g M *+ 't+t"@ '+M
- t+'~'** QO[ [,,
ii^ .i1-7 4 -H+-4Yt+tTMi!! Cli -' MN.N+N - ?!i "'"~*'
- i
- t *Tk, *.
"f+^" O O O O O OO o o o o o OO o O o o o O N T S O-N O N o N O N oO N o N O -o 0 0 N O O O. 4 o O o O. O. O O o o o. O. o o
- o. O.
O o O o o o o O O "l" A ht'i1.'M1 A
- ""'i "'""+' ~M a.
j" 12" 4 4 ~ 'M' iti"".M"7 m ..hd1}~ ' ~1 ~ f g 7 -t=t ga-- 3 p 45,1 4. 44 m
- .-? y 4 m 1x
- :t :.r.:
+'t*n
- xa i
t +-+ t '~g;;;; _ 1 b -ld. $ !!! ii i !D ,,,,. 4 1 ~+" ~ ~~ N 'u!
- i s
N h 1 h,4 I- ***"- t = ~* +44 tr+- p.e :: rte
- -+1
= ~~ wpe 1 1 ...s_f.i s p- ,a-e m,u 4 y. ~* l l &. d.{J.:. p yb : 'I I E 3l j 1+.,_ i- .~ g - + }.+a* +; +&-.4. a..W N, it ~* +t +*O'~* ; g _ 1. ' *U. i !*T*-'*t*"- 1 11 ~i^ ~ w
- h
'I'~
- ' TfU
.!": ID d. .+ ' F ll 4...+ l '.g ' . 4h 44 - 'N7' 7" M1: .+.f h + + + + +. _ _. _._.:::m1~ +--<-4+ = a:::tt::t:2t:: :::: nf f9"1:: . ::1 4 - -.7, [HE _.a
- +
a a a 4, .f.m ~ ';;;:M- "tIl 'tO ' ^ " * ,j.:..w "++**' ~ ~ _y.! -H.a-- -,. + r.- .+..-5, y. +. +. -+ > y: - }httfMM h xN"i M;' M '44t/[$I.h4MM3 -.+n ....+ ..$.3 -..+ ~ O O O O O O OO O O O O O OO O O O O O 00
- a. o-O.
O. O. O. o O. O. N m t o eO N T e e o uo N T e Q O N O O O O. O. 9 0o 9 o o o 0 -O O O O O o. o COMPRES$10N IN INCHES COMPRES$10N IN INCHES COMPRESSION IN lhCHES e SOIL DESCRIPTION: BROWN MOTTLED GREY SILTYCLAY,$ANdy CONSUMERS POWER COMPANY SAMP LIQUID PLASri SPECIFIC otAM.IE5o lN. UMir 23 e4 yugy_ f3 g gagygyy 2.72 MIDLAND PLANT UNITS I 8 2 MIDL AND, MICHIGAN us WATER TOTAMM VOlO S A T UR A-SAMPLE CONSOLIDATION TEST g congENr. wE;opr.
- rigN, n,Egr, pgggyggggggg RArio INITIAL 12.2 14 0.6 0.36 93 0.800 SORING NO.
b*dERIES ( FINAL l 0.9 14 6.9 0.28 100+ 0.757 SAMPLE 3 N O. 192 DEPTH 17.8'-18.3' D ATE OCT.1978 TECH. B LL.41 GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,!NC. REVIEWER N 64uo FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
- /
{ w 9 ~ $ e. < ~ m = N ~ O M m. 5 Q ' ~ m to k I O / co O ^^ 7 A / w / / 5 8
== j m Ww 0 = N mz O9 = = o ) g 2 / w / "z ~ 2 _/ M$ 7 $0 ~ ~ qS os f i ~ 3 E / E 1 ox g / Eb / E: m w 3 to % a
- Oi8 E
8, {n o y j c& O
- I L'
f I i VOlD : R ATIQ. e j C,,CM E/SEC I I I I I y S a R g g g g 52 o d C 6 soit DESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 SAMPLE UQUID PL ASTic SPEciFsc osau.L10_(N. UWlT_.Ji% UWif 43 % GR AvlTY 2.73 MIDLAND, MICHIGAN y wartR vow.um voio saruaa-sa=Pte CONS DAT o gG,(lON }TE}ST CONTENT, W ElGHT, R ATIO
- TION, et EIGHT.
/ S. f. pet INCH u. (' tNart*L 15.3 131.7 0.49 85 0.834 BORING NO. DG 19 TEST SERIES FIN AL 12.0 14 3,T O.33 10 0 0.742 SAMPLE 9 N O. 19 4 DEPTH 13.5'-14.0, D ATE OCT 1978 TECH.._.A i M 1 GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,INC. REVIEWER ~4 -CONSULTANTS IN GEOTECHNICAL ENGINEERING FILE 2130 u
l. 8 l ,n t 8 t pg , m, = 3 s : s -= ii e r1: e ff. r: = i~ i l t _L ' 1L-- , N lIl O i g g n -.e .. = _ 7-- c.e ii Ii m=._ O 1.
- b=:
- =w
+ _!l il*"f4 I i lii ii iiiiv! I i i fi[ ii O i, in an i i i i n liv i t i ! iwi F li il/,llll l I ll I,-II Ti l l-i $l l 5 e e r
e...+e
r .-1 E ii i ii j 2 I <ii. iiii I ii !i' i' i !! N i y i it.j } iif i l 6 l i i_ 'ii . li L/I i i i 18 i-Ilf! i l O -.ay.. O_ O m =:: e
- 7 a
i lg ni H--+- ir ii _i e i i i i i i J r i / l l/ l I I e_- O-, O 8 D 8 8 0 88 S R 8 88 ~aS R 8 8 8 8 8 8 4 4 48 S 8 8 4 4 48 8 8 8 4 4 4 i b li I 8 I I 9 o_ m. _~._.i--.;. --;g;;; f_. 8 l II I8 M t -.+,..-- p tjr Jgf. _93;o . g,;;;; []E,ga[:~: gg ]ENg 1 T +t-N i-. g __ 5 Y D (([ Iii I b [ g I l i N I ,t 4 i s 6 il l1
- !i)
_g ll i! g s i e 1 N l ' J, l.T ~ tt ---9_ll.. h9 ll h I !l h l ~ O O l g -..gd= .+ +--- g.4 gg ii l i if ij i! j i h' ~ y e I: i . i #n i n u y!! # n i i
- /i I
i O_.---n' C_ 2 _.,-O_ e 1 g = ~ 7 [: .i* E M-#! ii .. r : 7:! ! r oe:- t,
- i ii-r1.
rzr .i' iii >'iu 's i
- i f ii !dN
'd ~TTi i ~l l} ili(([ n'ti 14 t ii j if,, 'I !!i 6 O E S O O
- dt
- -n :::t::: - - if * +/,7 b::: ctf. it_ar.:.=
- f r." -
-u m """*'"'[ l ii h i 9 i i w _i _ p/i Il i i i "1[I,- -..---.- o o --- f I 1 _O O O O O 'O O O O O OQ a6 O c O c O 8 3 9 5
- 9 58 8
8 9 5 o. "0 0 0 8o o o 8o 8o
- ), l oo O
o o o COMPRES$lON IN INCHES COMPRESSION IN INCHES COMPRES$1CN IN INCHES SOIL DESCRIPrtON: GREY BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE UQUID P L ASrlC SPECIFIC MIDLAND PLANT UNITS I & 2 otAw.2M.IN. UMir__li% UMir 13 % GR Avery 2 73 MIDLAND MICHIGAN w CONSOLID,ATION TEST warEn Toratuur voio s arura- $4MPtE, CON 4Eur,w Eio,x r, nar:0 ri N, 4 N,Egr. TIME VS. COMPRESSION CURVES y BORING NO.7h h*b7b75ERIES INar:AL 15.3 131.7 0.49 85 0.834 FIN AL 12.0 14 3.7 0.33 100 0.742 SAMPLE 9 N O. 194 DEPTH 13 S'- 14.O' D ATE O_CT.1978 c TECH. D bl GOLOBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER f g. FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
O O O k ,'l: ~ 1 .E'..,. m 7.t- .:, l_
- .
- .7.a.
~**" g Ta(O. 7 =, g T;.I!*h" : Z .+.d.! t, ' $ 2+. N.!!: i v 4-.i g ' 'I YZ wlt?*'i T'![~7 ZZ!IZ 9 4.& 4i i . T II43:TT w...q T*4 .gm+ 4 ._r... e a. g. 4 N ~Ik'$ ~~ + i d'I j + 71 +. 1 r ^^$Isr.: ~-~41b'+i+* *" +$ "*t +y. '^ M "*t +"O ** t ;+ ',' y+yp,%f ;;",*- M . t4+.It:: E 4* t:4:tHE'* 1 ~~ ++++ .4 4.h
- IR i:r, t+;t ::n2:] tat:
E _=.stn ~.:n. f.gHE Ek'mt:Err:en* m w ~ --+ +c 4.:m m: ma
- _u.L. p5: WEE
- twr1..,
m::I tr W%yy yyintM ;y5
==:ula==f2nGE y = st:yy ~ m:ffy n .g.-x ~~*-- 4 ~~ > Y:... j ^ ^
- ++
,r _,, g,z, Mr* iIi jt +++f i,f'f- [:::: ' + * * * "'**** a a--* +t , ~ ~ e n+ g 1
- m"::::
~ +--+ f ~-+ u [* .{ 2 't+++ "t*' '**] +* Q[***" De 4+ 4+H++ 4 iiii tiTLdFNmN<4+<4d?ii ! l o:"I1^ nNH+N 4TU 4,,, c O 1 o O o o e oo o o o o o OO o O o O o Oo N n N O N oO N O N O N n N O N O N n O 9 g g g 9 O O 9 9 O O 9 9 9 9 9 9. 9 9 9 9 k o fffg'k d'.T L dX7~. '1 ~,4d.d...
- F, k
'O E ' g :~.j.d.d.L 0 O
- ]
- *
";j ww. ,:4
- ~:: ~
n' b 5-4M++. 4 .i L . H.* e
==
- t:w m
m m :
- t: 1 g
E.,a 1 m 1.::: 'I +++--. + - g 4.s4+.h. 5 N<4 4 h i.
- .E.-
s.-. I h +.++. + a.t.t +#N" --h^ MS~ iN.3. 1' * ' s : e ~ g o -*~'"+*
- ~*- e
- [
4 7' N '++**' 'I[ . y n ~ ..MC 4 4,.%- -.+ ~ iM 4.I I -J . 4.a+ +.,.4. 7
- p. [
la .I- ) 5 4 2'r . -. 4. 4- [. 6. e .~--++-- -6 2-4+a- - "h'*i~g~~'* = (***'7, '*[, ' A)}-%++4+ ++ e -n..r+ b ...-45E..V .] 3
- a.
= Ig E ..g ~z I'*M "*++*"'-+1+ 4 .. a:17 T:
- t:rt p:
- - b::
- ++
t+.: a.J .s.w waa w.uw: n .p--- y a
- h. Ebb $wh
-..d..d d EEE -w -.'+D.i:*[^.. ' w -+r-. f, ~~+ ' ^ ~ ' -+. ~ ~~,, ,,,,,,,,,; " * *-t ?"****"fi tt -*t**- [ b,;++{"y+4-+;f*;[ f "'"+'*"
- / '++ -
I $~Ni i!!i h+%+' yI d# I N bg y.y. :- +....r..:, n .w g.y -, ; 4 ~
- . s*..-4*L A w its
- t
- ::
. w,: O O O O o O OO O O O O O 00 n O o o o 0 0 N T O N N W G O N N O N 0 8 O9 O. O. O O O O N O 8 O. O. O O. o O o O o k o O-O o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY S AMPL E Lf0UID PLASTIC So u lFiC oiAu. 2.50 IN. Liuff 2.0 % Liuir 83 % oRAvity2 73 MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN us WATER TOW.WT V0lO S ATUR A-SAMPLE CONSOLIDATION TEST g c0N4ENr.wE c,nt, nArlO
- TgN, a,Egr. pggggggggggg INITIAL 15.3 131.7 0.49 85 0.834 BORING N Sh SERIES FINAL 12.0 1 4 3.7 0.33 100 0.742 SAMPLE 9
N O. 19 4 D E P T H _ i 3. 5.y-1.4. 0 y -- DATE OCT.1978 TECH. 4lA L CONSULTANTS IN GEOTECHNICAL ENGINEERINGGOLDBERG,ZOINO / 9
~_. - _ _ _ -no oo zr I E@ l3 $ h$ I
- 8 I
i jo= = SAMPLE I I ] INUNDATED Q E E y} O.50 PRESSURE VS. .,z - a P a N ~ en 3 e 29
- M 8Sh re '
x VOID RATIO gg to N
- z. gs 5 y
h N o- ~ F8 7 ,a a N @o g g ! ") 6' w 0.45-m
- o. i
'DR E s K NE N NE 9 9 n ik -? N am 2 : se n N N[ G" Q O.40 \\ h 2 #$e p e g = 0.42} co z=
== N 2n + ~* ED O3ttsf gg < l -5 3 mb o o ze a:;; l my "a y E cy > <g o ~ h." M Ekr 3 0.35 o og -m 9 -eo m m mmm>o o V TIME FITTING METHOD .E" O 5 $ ",5 z gn a LOG TIME FITTING METHOD
- m. 2 O
_o ,ois i E o z 02 I Q zM (AEEE l DP 9M OOzz c to g-r o n.012 -? I _e A gt o o. o z>,=w g l .'u. o ~ U O.N
- 'i 7
9 _ c :s On m o o o e-. Z E E n m O z -4 N .004 _e. m, oso 3 ,) wo -r m, gumg l 3 o o m m m 2-5 f l eo o rom (A CD * ) o a Z Q og g ro < 0,1 0.5 1 2 4 8 16 32 0 3 Ei PRESSURE IN TONS PER SQUARE FOOT 9 m a ~1r J" : FIGURE
l i 1 ________.._:ng,_ _x..
== h ~" F : b t E [ ~~~~'" W _'.I i i r_ h h r ii$ .? ?! ? 3 d if f 5 1 3 lif i i t i I ri ~ d 9 I, 4 I f I E _.. g 9 .___92 f i/ !E -+-- i!!:I' ii i! ( i kY ~~~ W i. + i a i i !lif t i t i i '!i T i i 11 i Q Q _r _ -_Q ~ .'[ [i .r i .-r
- r i
r r + i e if 4 i if e u i i i i A I / 6 i [I ) / l
- 2. :
6 ::- +2 O = 0 8 2 se8 a g ~8n ae 8 38 's 8 8 8 8 8 8 8 8 4 4 49 8 8 E E 48 8 4 4 5 4k I ! ! 8l } 8 --.u I 's u. u-o o y m y w== % ===e
- ~ :
- n 3 . 3 :: ::: o r li t di
- 2
~ I 8 i w it i / l l hl l ll l f ~ o o 8 e___ o o i f: iA .. I. Ii A ai i. i i iI, i 1 !i ei I4 d i. I To i w i fi iA ii i iif i l f i g I oi o g __) :* x w i j' N ihii l ih 4,i N' l I i i i .i 1 ! I i e r 'i i 6 1/ i-1 I i ll l [! I o_.,d[ I i l [ o ?;, _.m._ Q ^ --_ j .l IEl i,II I 4 hr I! > p h.I 2 6 l -w. o-' E 8 0 8 E E8 'N 8 0 0 S o, '8 8 8 O k {o ko 4' 59 kkkE E Ek k kkE 4 4 li C COuPRESSION IN INCHES CouPRES$10N IN INCHES CouPRESSION IN INCHES SOIL DESCRIPrl0N: BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PL AS r!C S PECIFIC MIDLAND PLANT UNITS I 8 2 otAM.2.50 tN. Lluit 22 % Liult 13 */. GR Aviry 2.7r MIDLAND us @M1mM,MICHIG ANWN MM g WATER raratu r voio sAruRA-SAugtE CoNgNr. wEic,w r, rqN. u,E;ogr-TIME VSgPggN CURVES,2 RArio INirl AL 17.7 130.3 0.53 9i O.750 BORING NO. DG 21 TEST SERIES FINAL 16.2 138.5 0.42 100+ 0.696 SAMPLE 5 N O. 2.02 DEPTH 10.8'- I f l' D ATE OCT.1978 TECH. 6 144Af GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC REVIEWER 9-4'Ab FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / [
I o o o @F t :p' _;i; pp: J444._,41.:=$g t g: dd 1..-- u. L ~"--t +tttv
- _t.. m :.. w
- 4+.-4La t
' p .e4,--ap F ++++ tt r,r -.-g . m c.=T~+r + i m
- T;tf p 7
+1 i 1, + -Mh1bN f 'f'TUh1Uh _f,. t 2 u &_.L.!.
- nt 4i i
t**- .t
- M:
m-* i t *+- 1 N 4=:: .t:r:21:$I:7 " ;:tdint
- 0:
tth.mttt'aM ,er::::6EE &+ .M:-+:i: ++-+H. &h +"; q ;pm: 1r-+ -W-- I a4-- :tt :;gM t q 0 M, P-** f ' * + ". " ' jj1 Q,,!h'[*i,- e e e 't, fi i 1 M'2!t!'0*ft'~ 1$ -4t i-
- 1' r
i 3
- .1 i
.- i40+i; W-H tv-tt+- E 1 1 i 3%., 94 4 4.,, - r: o o a bH'- bk
- iityH EP'
- t ;uw-4j
[ ii ~f* i 4--+ 44 i.1.ig Jt -e = z .:~ m J a n 1 ?- a- ~&T ^-
- -/
~3 f- 'h~ n n n 1
- ' ~~'
. 4.. 4 _ m.ii 1 ,i:.i m t i .:tt--*+- h4;1 :lllll lll? l1 l, O ::-#:-f,3- . i -*~w 1 'm m 1 -++t tvv H
- (l i?'
1 z o o o o o o oo o o o o o oo o o o o o o
- a. o O.
N b o N oo N o N o N oo o o o o o o 0 C. - O. o O. o -o o o O o. O o. O o o. o O N N n o o o. O o o o o o + e p t+idi; m : a _. _u. m x..:st g + +F-u t - *+ F--4t g tgt4Lg m,, H&e-+- E m + g o x tr
- '**~~4**t [.+-
=+ _- F { ::+ C:p:: g [= @ ~t*- N h
- f;;
,;* $ =,,,,,, h r_,,, - + - 44 4- +++i 1 - i 7 a t ~-**- p - l., . p;:.
- 4++:
m"t-t+-
- +-
4 %w.. , e h ,g.. a_ w 1 1 1i 1 ~ +,-- 3 J, %- ll 4,.] p4 4. - '!. d_. !,d : Mp.: a '**"**-~~+ ~~**f++* {2 l z
- ~~*" * -
1 1 "i! I i r W= wgJn.:- + +& a
- n yti r r
2 j ,3 1-f::'m, [IEt:
- - t t *:-
-.,i-
- My.t,+
, Y.d b '.g;:t$! ~y* [.+ 4 -+! + ^ %:$ It '1! I .*.!!! [****" N s .4 N i. - f..-.- .,g,_,- N E i 4 ~.4,,--
- f. th - jh,M
-f ; N-ti-{$ M+++ b y-l !* ,,,n
- i
--+! ~~ '~'
- Jl 5
^ i !'ii o o o o o o oo o o o o o oo o o o o o o
- a. o N
T 50 m o No N o N o-N o o N o N o-N o o o o Q o. o. o. -o o o o -o o o o o.
- o. o.
C. o. o. o. o. o.7220-C'79171 ~ T? o o o o o o o COMPRESSION IN INCHES COMPRES$10N IN INCHES COMPRESSION IN INCHES Soll DESCRIPTION: BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTIC SPECIFIC MIDLAND PLANT UNITS I & 2 otAM.lL0_IN. LIMIT 22 % LIMif-3 3 84 GRAVITY 2.71 MIDLAND, MICHIGAN w warea wriuur voio SaruRA. SAuPos CONSOLIDATION TEST E con 4ENr. wE;c,Hr.
- TigN, u,Egr, ygg3gggggggge ratio u.
INITIAL 17.7 130.3 0.53 91 0750 BORING NO. OG 21 TEST SERIES FINAL 16.2 138.5 0.42 100 t 0.696 SAMPLE-5 N O. 202 DEPTH 10.8'-11.I' D ATE OCT.1978 TECH. DL GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES INC. REVIEWER 'd FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING // (/
r no 00 .$o ,, E $$ o I SAMPLd i ie i l' .. C ED E 4 c5 i: INUNDATED m rm E eo w r Pm m O.40 PRESSURE -1 :e r 8M VS-m n .i $ ( f Jo G p ~ VOID RATIO Eh ,5 kB h \\ c,o ...a *a - s h o", s {k g g 0.35 -g 2 mE W G 0 5 on E IC 9 Z -;g i o o a n) 'N h 4h $ .>O N _3 z N, m o 0.30 -0 r p 4 mm \\ g -. g p l N 8 g zu 5c o y, 98 + -: !! a N' m$ 0 0 zu aq 7 .$Q U { kEE $3$la2s s g,g 3,,,, \\ ef = 0.27 2g
- 5r, d-x l
P
- D -t O m (D mmmDO l
< o i r :o O l E.* $,5 E O _E I o .ois Q Z Oz o VTIME FITTING METHOD m Erm m 2 Gh M[- r $ h o MO 6 a LOG TIME FITTING METHot I A .012 -- h N, hom g E l O, o 2 2 v,
- e Ut O s
o u m O )>.O,> y o W T D l N-jzz " -E m. i Po 5c m Z :r g_ 2 N o > mN o a a G _,$. m 4 g > m gE.2 8 l 2! n a r o m m H m z_, g l l N o mm m p> c; E gy H.m$ w 0.1 0.5 l-2 4 8 16 32 0 m . PRESSURE IN TONS PER SQUARE FOOT = FIGURE l i
~l8 I l 8 u. [ -g l 8
- -- u.
g x__-.,.. . - u. o g _.. m_o H p H g 3", 9, , g 3 4',[ : _ E:E: 2.-?E.iG Y~ -~ ^ g l h l c 0 E ~-' ' ._,4 p-:;- t- -+-x:-' E E M23Es:!r ^ m 7.e -+- .+++ i i ii. i a ~ iii I n i i i 1 0 itt i i 'ii i- ) i h l l f(' l l fl ll [ i g l I E 9 9 .s93 -d-i 3 1 1 i 1 . I J. O I. 1 1 . i : _. I e y 7 i I ! filt fii 14 6 i ti f i i / I i i il I g f l ll l o o l o a r, - --a r: a i i 4: if I i i i if i i
- 1 -.
1 is } ~ f l. [ l l I b f l l ____o .,-4 w-.---..----...-. o +--- .o 8' 8 8 8 8 8 8 8 8 8 _8 88 2 8 8 8 8 8 5 8 4 4 4 4 5. 8 4 4 5 5 $8 8 E q Q 5S I I u-Il I I I u-o ll 's f O [ M'l T _:8 h +l,l..--
O o
,s i i i i h j
- iO CD r
N Z:' H [ j i'lf b Isil 5 s N ir OY' i I V i ' i t sii 8 i i i N i i l 'f to
- T s
i ~~ = h!l '~ D l -l h 9 o ~ l l jl l o c r o ~ 9 [, '/ ,,II,i h,o il i; o m ,i = lif !14) iiii i ii f ii I o li i [- g,h! lll l If [! [ ll l [ lI. ! l 3 0 9 g2 l ./ le. i ._.!i t. --i I f: }I' 'I ! J' !ili _/~ d~* i: E . i./ .IE !'l 1 IJ ? 7-i}i! 3 11 ei i if ll fi i i t ii~ i i i if im 7 l 1 sei if li i li e m! i L o___+y.;(, . _=a 33mm, o i o pg7 1
- m
+-+-- te +-m 11, 1 1 7 .1 i ~ l i li { 3 1 l} } .e i f {' j f y j ~ f ( i ihjil ll / l l ll l d o r o 17 o o o o o o oo e ~ o-e o e oo o' o o o o o 5 8 8 8 8 8 B e e e8 e e 2 S _9 kk o 8 3 k o. o o o o o o o 9 o o o 9 oc COMPRESSION IN INCHES COWPRESSION IN INCHES COMPRESSION IN INCHES l SOIL DESCRIPr10N: BROWN SANDY CLAY (CL) CONSUMERS POWER COMPANY ~ SauehE50in.uwer 20 % uutt #2 % GRavery 2.7# MIDLAND, MICHIGAN ua LioulD P L ASilC S PECIFIC MIDLAND PLANT UNITS I & 2 otAu. wArER rorsui.T v0io SAruRA. SAuPt, CONSOLIDATION TEST g CON 4ENr. wE;o,Nr. 4N, N,Egr-TIME VS. COMPRESSION CURVES 2 RAriO r1 INlrl AL 13.1 135.5 0.41 86 0.800 9" $f SERIES BORING NO FINAL 10.7 147.3 0.27 100+ 0.720 SAMPLE 5 N O. 203 D EPTH _ l 2.7'-13.2' D ATE QCT.1978 TECH. LVA M L GOLO8 ERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,INC. REVIEWER FILE 2190 ' CONSULTANTS IN GEOTECHNICAL ENGINEERING
1 l O O O M+- g glitct z _ g:: htt$:=1i f..x- -t--f. 5 m 1- - $t dt{t a H- ;t-t -t-+ff 011:. pxr : J w.4. 2;- 1 m ti_ 1; 4 .,,4 m 4. F + .eu+----- F 7:pr +t* *
- ,:T H
"~j'!+~, * >g I l[!
- 7 Hf+"-
i:it r e i?i: t t 47k.-- htit: rthQ -a.a.41 i 5
- tz: :
- i:
m p .. m # ..~.._- 1... Y*,7It;:-::.it;: {-ti+.:f.1x$.-M
- dtdi: EIh:IdthM 0
e o-p.... +. - _ w a w"'w p-_, ~' i c. t; 1 4 4+++ +++ - $%[+b t - --~~ -II "'gg J1 ~'! '+--- z e n o a r ^ ,1.4 +t*{1 ,t r i11 1 i 1 i i r .1 "*44 l [{j; I t f-d ~ ,,41.4 j *f-*+i, E g ~ h;.44 b-- +-t:g -++; 1 g' y i
- i i
M M I A r: i ir f ,4' p ,. -.+4,. , y; .- 1 . c 1 3 I--++++--+-t+-t--+-
- ; i j'-++-
. #p~*-mt +, 3 h.2 4 +1i li L ' dr.ij - ua a. w- _ .I b .- [- "A"*+ t .g -l((k"[ii $4 Mil 'N'f i. .i-- 1 t I,l k:- i TiiT.tH+4 I ll, '#t 4 t~~ ~~* 'i 1 O O O-O O SO O O O O O O n O 8O O O O O O O 8 -n o n oO n O -n O n 0. o o C. o. O o. O n O n O n O M8 ei N O N N m O N N M o C. 4 .9 C. o. O o O O O O l E-k.- $ p ---N U $ 5-5Eb
- t.i.,t-..
- h. $ bhik.t N
$h. :f..:N t Z z
- Z r
+ r.- -4 i g m g .. - - + 4 -rt g g -4 -. + + + --.-.-+t. g p . e. 3 . + > +. - + ~.u1.- $ 'O.'!.+.~.'. ii 1 ZIEC f 7 I N + . +. -+++
- =
- 8
_ m : i ~ ~ i 1 *::** e +1 - - W "lTZZ .-- 4--s 6 > _{ ~*" '*'"C't I - N I ~ ~;ttt 5 + -- -.a2-u +-ytg itt : q ;. 2;;;f;;j t:; ++~- + * +4*< .,4 s.-,+.-. - jq ;; . F H v-et-g*'
- )
4 3 .[!.- 111-9
- iI f.;7;t"*+-i a
44.+++e -.- 4;$ d 4%- 4 4 +++ F*- &-h i **~ -z ih~IYG" F *-+t- +Ft+ ++ 1: -. 1 - r r* 1-i W h .h h k,, M 4 +t-"' ? 1 O- ]e444 ' ! e..4l !j; i44. +,.] p .f-3 r* ++ +*+--
- t- +44t 1-..rfg
,_._4 u. 2Wf. 7-+~ 7h,;r- + i+++-- i 't *4tv'3 -7h;rg6 1
- - g++~+
i
- 4-.q,.
~ ~ ~ it e [ ji-} ! !F {Qft+ +"+ l[ ' ' - + - - - O'af-----F tte -+ f""ttj 0 t;g [,. J' W-+ ++- J t +- i -A +++-+H +- 4 +--+- 4.a4 1 2't+5 ^' I -v.j +Mtp+j ;; _ 4 4;;tM ',;, ~', O O O O 00 n O n O n O g O u o O O O N M n @ O N n k O N n O. c O n O O O O .o 8 8 9 o
- 8. 8 o.
8 8 O o o. 9 e o N N m o o o. o. o COMPRESSION IN INCHES COMPRES$lON IN INCHES COMPRESSION IN INCHES bh SolL DESCRIPTION:- BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY S AM PLE LIQUID PLASTIC S P ECIFIC MIDLAf.") PLANT UNITS I & 2 otAM.2.19.lN. UnitT 20 % UMIT. t2 % GRAVITY 2.78 MIDL AND, MICHIG AN to WATER TOTAttNrT volD S AT U R A* SAMPLE CONSOLIDATION TEST g CON 4ENr. wE4apr.
- TigN, H,Egr, yg g ggggggg RAT 10 INITIAL 13.1 135.5 O.41 86 0.800 BMING NO. DG l SERIES FINAL I O.7 14 7.3 0.27 100+ 0.720 SAvPLE 5
N O. 203 DEP1H 12.7'-13.2' D ATE QCT.1978 TECH. AS M m f e - GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATE 9,.M REVIEWER 9b4;J ' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERihG / /
-'~ W O. E.4 mm= ~ g>, m E C C -r e-- 4-. -- g W f o .-J cc to o / u. W / m / / T O m Ew O N mz O O c z O / g$ ~ 2 /- w <z / e / 88 oS 7 hb dE ~ ~. / 2 3 m E E o y - - __.h h. w u. b ?a a8 o >a e SJ 0 C / O I / VOID F ATIO, e c,, c M_2/S EC I P l flJ i 4. S E R N O o o d d O SOfL DESCRIPTION: GREY SANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE I.10Ul0 PL A STIC SPECIFIC 0 claw.110 iN. LlulT_1.9_% truiT 11 % Gravity 2 72 MIDLAND, MICHIGAN y g l wArER TOTAc u.c voro S arura-SAuPLE CONSOLIDATION TEST CONTENT, W ElGHT, RATIO
- TION, H EIG HT, 2
.a inca 7220 C7917-1 u-INITIAL I 3.3 133.0 0.45 81 0.800 BORING NO. __DG 23 TEST SERIES L 'J FINAL 10.7 145.6 0.29 100 0.714 SAMPLE l 1. 3,7 N O. 983 - 1 1. 5, DATE ocr_197R DEPTH TECH. 8 Isludu l GOLDBERG,ZOINO.DUNNICLIFF S ASSOCIATES,lNC. REVIEWER 2/ h FILE 2190 l CONSULTANTS IN GEOTECHNICAL ENGINEERING N l
7.l I 8 _I ... I l..i_i_ u 8.Il ,]g w -.-q. g
== ==, g g y = .-.. p s m . -.-.--+. u 1 l i i e t: E P i ei-- u j t-i I I i i 1: I i l l l e I l 0 p: - O j 1 o o g _A 9 .m _ IiI ih ii!i i i i ii! il I b iI 4I i k !i i i 6-i ii' ti i li i: F i i si i;' i U ii 'i i i t b t i 10.e =t; h ll l ll fil! !i ll l ll :!!! 11.1 l l! ll 1 li E e e-r M +-~ ^;;- E ..J.. m o. m if; i.. m.;l m m. u.. m m n m7 .n! i... m in, i i .I! in un u hil, i ii ili lll _ li. 'l /, lll _Il li'l l l fi ! I il hi jiliiflIl l H o ;- o 4 o 117 m prv u, c -. o m ,i i u n i m a a h l ik I !h lI l I l I I I ~ i / i I /l l l I /!!t 'I J O 2" o l o 8 2 ? 8 8 8 88 8 ~ 8,: 88 8 8 ' 8 8 8 8 8 8 8 8 a 38 8 8 8 a ? 58 8 a a 5 5 ? ll ~~l-l g' u-l l b Il li 1 _l Illa 8 'il m p 8 a g n 8 _g 3== g g m
== = 4 a _z.+E-u u s + i u
- m:
~ u== ,,+i ; M, m
- +
n-d n, o,,, ll,_ h hlll i[' I li i I!' I 1 u N ille i e [f f I'! i 5 h I }. h ll l I !l l .I lme: ~ lll l l l llll.o l ~ o o 9 -h 9 m,i --+h. e 7_ r H .l i, 'I, 1 ~ u, Il j ifU., ~ o g 1 u y, u .If II I lli I ill IJ l (: j l i 11 _1 !l 'ls' k i h h h o o r. n uu, i .~.u : J!_ g I i i a i g 'I iij 4 gji _z,, _ ii I 4a _f 't W { 1, I,J j if l i t ii J_ i!is Ili iij if i(( ii y ri t. ij til s{[ itii j ' { i_ i l [;[ l _ll lll d,[ lll lb ll l ilI [ lI i ll! o o - y, = o y- .tr. .111; ri i r_ i 6 .j ;ilf ai e i .t if i ,a i. 4 i l ,4 IIf Ii I t i F. E :.. m =.
=xmt
-5 EEE k:Tj:ETuEE5EZID234 = a. _5 8 2 ? 8 8 8 88 2 ? 8 8 8 So a? 8 8 8 8 8 8 8 8 8 a 38 8 8 8 8 a a$ 8 8 8 8 8 a 6 cc COMPRES$10M IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: GREY SANDY CLAY ML) CONSUMERS POWER COMPANY SAMPLE UQUID P L ASTIC SPECIFIC MIDLAND PLANT UNITS I B 2 otAM. 2.50 IN. LIMIT 19 % LIMIT ll % GR AVITy.2.72 MIDLAND, MICHIGAN w WATER TOTALUN:7 VOIO SATURA* SAMPLE con 4ENT. w E;o,nt, Tgi N, n Egr, TIME VS. COMPRESSION CURVES 2 aATiO INITIAL 13.3 133.0 0.45 81 0.800 CdT SERIES BORING G FINAL 10.7 145.6 0.29 100 0.714 SAMPLE . 7 N O. 983 DEPTH. l 1.3'- 11 5' ~ DATE OCT 1978 TECH. 8h~ GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER 9 FILE 2190 . CONSULTANTS IN GEOTECHNICAL ENGINEERING
- 8
t o ~ e o 4**+t~4 it t p::ut: - ".g.~. 4 { ~+Ht' - g g 4 t::g ~.?+itt':____:;_.; to I+t- ~ +++ ++$P1:.s ~.Z*:
- F
.._4 -..! w g"; 14 4j _ m ?:: _,,_ m i 6 --e s 9 v.+ 4 ,+.- -4 i;: 2*:i"U*d + mkt hMTI'
- if7 ~dI$
- hd h
7a-.4..-.j 1--d IM W -s -t -nr: in d:ti: hr:+: t;N~h . N
- =:=1 Mi 9-m: r
+r +- tt 4.r
- :tkh:-
it7: - - --t: tit:
- f7:T:.,
..,c.+ 4, ~
- ++_y 4 7
- g 1
u +,+ tUMt
- St:
M-tv t;t;n#W-M 4l-++ E trht j$tij-0 i + . b4_.M.-. b_ k-.- d.d. N 5+b r s 4*--t*++- .#...,I g. ,i--+ "WW M, 1 1 ? z -.++< 'i!! . + +.4M 2 jf- ,44 m ' * * * + - 1 2-
- w_3,_
y 1 a i,. i r-a 4 5 jNI
- E 1
r "i t-4 ti ll l-n _ i-u u 1 i r*- iiii f
- 4.. 0
- I ip j
./ iii / b-hb- - I ! l - N h NT~ 4IN f-- N-+ ,1 1 o o o o o 00 n o e o n o o o o o o o n8 N T m o 8 8 8 8 m u n N o w o o o n o o o O o-b. o o o o b. 9 o o o o m u o o O o o o o o tiIt g f4T4 A if +4+++ ~ 4;; !,14. LL tQ:t. ~ tt+- +ff-ftti 44 ggt -- 1 14-m g p ntt::: r #1.4 m 'i u m a 4 u.
- e M
llj s :
- r
.4... $ +' z, h 5 N t e S m : i g s L a. ( _~_r;~_1 5 : 1 w- -, m-9- ..g.-
- -t-,,-.
w . 1.4244,; _4 . u, ; i
- 1
.ta - 2+s.4.! p*% :.11 0 ~i::t;MOf ~~"'
- ~
j 4 i r+--*7;.-: g; +-~~ .z g un..+ _, _r-.. m. g n =_..
- +f r *+ *- +t y., :pr Tp-r r
- ~ - ~* j+:;;~2[:y11.- 444.- 1 iiE
- !,l w
~*** 1 1 ).,_ 4dd.+;-h N
- t
- :n
,' h, - _ '+',b 10!' i +- ---.e j -t k g, =:--4ftf [N +- + -+-+- ,4 -tI-I?'e+ + + "t ' *+ -E ++-I.m ar + f f. ww; b /
- 11I+*
f if"++* 4 - -f-3g g -- p-+-h f, g f-ii ^' h o ++4 +- .ct,+4; i --+ r1,1 +---1, i 1 i z - 1 1 r, 1 o o o o o o-o o o o o o o oo o o o o o o N e e o -Oo o o o o o o N N T W W o N o N T m o m o o o - o o C o o o o o o C. b. O o. Oo o o o o o o b, J, COMPRES$10N IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION:_ GREY S ANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID P L A STI, SPECIFIC MIDLAND PLANT UNITS I & 2 otAW.lNIN. LIMIT 19 % LIMIT 18 % GRAVITY 2.72 MIDLAND, MICHIGAN to CONSOLIDATION TEST E wArER rarAcunir voio S Ar u R A-SAMPtE con 4ENr, we;o,nr. R AT,o
- rigN, H,Egr, yg ggggggg ggg e lNITIAL 13.3 133.0 0.45 81 0.800 g g Q g Q h5 TEST SERIES FINAL 10.7 145.6 0.29 100 0.714 SAMPLE 7
N O. 9E3 DEPTH 11.3'- 11.5' QATE OCT.1978 TECH. 6 AM GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC. REVIEWER N i CONSULTANTS IN GEOTECHNICAL ENGINEERING / [/ FILE 2190 l
s 7 no oo OB5 lo ,i i $$ o SAMPLE I YE ! r! '5 " \\ lNUNDATED [c o ~ N If w PRESSURE 9$ Q 'z$_ a o a w ys- -4 N W N m -4 9 #k ;5.- I O.80 N VOlD RATIO 4 2 z 8 0 ~*$ = E5 5 5 e ~C E 00 . aE 8 6 'MC N y =5 -02 0 ao D' W -t z
- z
'8. m m-U N O Sb I "? ! 075 8 2m o o =$ I, o' O 56 N S %O E" ga G _ SN \\ 'm$ 4 h zm O
- f 5c; n
oO o 03
== == F 29
- g R O.70 -,o s
,,, o,7 5 N Eh 8 0 rg% Sj g g.03f tsf I K \\ b m aa r 2-O 1g j-s s G Z \\ 3 s y 0.65 \\ m -, o m 1 x mmm> <oor O go l R.Z Q O -O I \\ -i o V TIME FITTING ldETHOD N l 5 Z E m l o n' M 5z>C 2 m a LOG TIME FlTTING METHOD \\ e-. o c Sg, t m N r>$ 0E 'i960 m i N T l om, $3 - E *th 5 i n a o g - l .-+ o r 0 2 Z 'Y $95 g $~*48 o. .002 -5 K k l m m H m$ R N H H H m ( m o m m z g y --( 'Nd 0.1 0.5 1 2 4 8 16 32 O-Ei E PRESSURE IN TONS PER SQUARE FOOT l y C FIGURE i
r___ lL 8 ' lL 8 k o y._...4~. g o (/) c s i i t i s. I I" 'i 4 r' 1 i 11 i t. -g -._I T 1: i E jM _$d I I! u z g cO f, jllg -fi O O ^ f C y O O 9 rii[!! d li if 0 ~i~~ i l' i i i 4, i i ti, ny i FC i i t; Ill YH I I fi Il I g g ! IA _jj gi ,j; j 4
===l f 5 u if i., y.,
- i
...i i; w ,r_-__Mi i. i o, e u
- o
,i + i foi i-u i i i i m i c Ili f! li l l Lo Vi!!! Il I. I I l: fill il L Ji! e a 7: ,w+-' e, ++- ++ 1 1 i 4 3 i 11 1 i i! ..i k i I J 3 l ~ i 1 T li i -e, e. 8 s8 8 8 8 88 8 8 8 8 8 88 8 8 8 8 8 8 8 8 aa5 5 ?8 8 4 4 4 5 Ra 8 aa55? I = l l 'm I a I :l ! II I ll pg o m o e =:g m g s ..r-w L-s W c y ~ ~ ~ o 3 um .m !.m .o I i u i ,m. o i_m_ u u 16 t i t i i[f i j l !s I ti N I / I t{l ~ j 4~ _j i .i l il i 5~~g.l l I b lAl I lli gI l i l l l h !! g ~ +-ll f i n's 1
- l a'
si r f ! I .it i iiii ar: 6, i 4 ,fr.i I l T t!l i i I_f y I t {l 1l j / 4i! {l i k j l /t6 ll 111 !Xi l l il l I pfii ll! H,j 0 o u r-77-r s 1
- i 1 a 1.
1.1
- 21
.i. 3
- l. t i f _f i
i[ '7M I ~'8 ti ~ }II ![4 Li j i i) i .4 j i if [qq a; .t 3 3]j; W l t 'l lii{ [. i ! ~ l! l 4 i l I i fi flI 'l }
- lli, fill l,//
gli 11
- I HI l /i!
lH H l! i IU o q Li al ij ,T r i
- 1 l
!T 1 I ( t if 1 il! I I i ' b8 il I lkl YI I i !ll _ / l I _ / l ~ .u oe o; 9 2 8 8 8 8{ 2 8 8 8 8 ~ N 8 0 8 8 8 o 888 a8 8 se a!8 8 aalaaaaaa m COMPRESSION IN INCHES COMPRESSION ;N INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: BROWN SILTY CLAY (CL) CONSUMERS POWER COMPANY SAMPLE LIOUl0 PL AS TIC SPECIFIC MIDLAND PLANT UNITS I S 2 'clau. 2.50 IN. LIMIT 39 % LIMIT 14 % GR Avsfy 2.75 MIDLAND MICHIGAN tu CONSOLID,ATION TEST g .ArER rOratuur v0io saruRa-SAuPle CON 4ENT. wE; oat,
- TgN, H,EgT, TIME VS. COMPRESSION CURVES E ratio INITIAL 30.0 121.2 0.84 98 0.750 80 t O
TEST SERIES x, FINAL 27.9 125.8 0.75 10 0 0.711 SAMPLE 7 N O. 984 DEPTH. 14.6'-14.8' DATE OCT.1978 TECH. d 1441 GOLO8 ERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. REVIEWER _9G/4rv' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /
O O O +++ gt=* _gf ge_:
- 3:44. -,111gg t -+-+7 u.
u, t* HE.F:=,, wl, p 1 ii - p
- . t. -
m m ei s H +m + tt+t -+ L.g,A w ++ 4E L itt e +m C M ~
- h;.14- --
= i au. mo wm i = ~ = 7 i t:t "2%in$.E
- tcititl* riE4l <
~T *:*HR e EEEif 9 ira$$$m_ .p.. g 4. .. g.... 4+t._ .i: -- ML I'.EE'I'_ 4,_ ,..--.. _. + EiE GIEtt t: ,LnR+H +": fri ll ? =: = _ h NN.o 4@ = %. 4.i t; 'O 1 : WM li i!!! ii g ttr ., 4 49A i - 2 li.15[? - 4! ' ', E u w i l U' ~ f* "-- H z' 3 l,E 'I i , f." 1 ~ ~ f 5 ' : f9 ,7 f ) tb p i .f N -.-pf +, _/' l N .2 i ii ' .ri [! ir N N N
- 1. J+" -
- -**+
i ! ]; 4+ 4444-dd .b 7._. ++2 I j 4 ++ 4 i +--t+ t I!il ,llI ':li 1 ._g_r i i+*4* ^r .1 ,g .2 1 t l ii1 1 1 O o o o o o o o Oo O o o O o OO O o o o o o o o o e o o oo o o e o e oo o o e o e o O o o. O N N M o 0 N N M O O N N M o 9' o o oo o o 0 o. 9 9o o. o o o o. o o o o ~e 12 1 =: t u.
- g;:
i .2 u. 4tt_.LM - + Hi ,.. "..c f-t M ;;1 0: y } u. u _p. .. 4 m.,+;4 _.. + m i 1 i
- a 2
e _4 . s....__ s.. s a +--- - - a - s, :. R : ll_::: 4 i W e Fz::: i u r :. , y 1, :;:. c :1 r q _ w m _ _ ~....m w a --. i;. ~ r ~ ~ n +re + a - .+ 1 1. 1 P-+ n:i M ri g:, - is s +;
- 1i z
- J..
r ve h h a-+; --+- / : z ".[.'if';'/ 'o~ _ui i .!';T? ./- - w ] ..w "r =
- .f p+
z re e n-14! f 5 -/ m+.,->4-4+
- j r
+~ -7v ? 44 $f? ~ ?**;
- ~+--
~ --n . -nenr+ -1: titme: w - Na+E /n .-3 +,-; -~ /
- ++,-
a 4...m, d_......d4_.._.. N-f:_37sEEIHE - l!Hi s -9 ,L O -O O O O O O w8 O O O O O o OO o o o o o e e 9 9 9 9 9e e 9 9 9 9 o- ,o N n e N a e o N O N e n a \\ O o o o o O OO O O o 0 99 q q e e-u -O O O o 1 e 1 7220-C7917 7 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHIS ( d Soll DESCRIPTION: BROWN SILTY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTIC SPECIFIC MIDLAND PLANT UNITS I 8 2 oiAM.1.J.QiN. LIMlf 39 % LIMif. I4 % GRAvlTy 2.75 MIDLAND, MICHIGAN uJ WATER TOTALUNIT VOID S AT U R A-SAMPLE CONSOLIDATION TEST E CON 4ENT,wEi,o,sr,
- rigN, s,Egr, TIME VS. COMPRESSION CURVES
- ratio u
INITIAL 30'0 1212 0 84 98 0.750 BORING NO. DG 26 TEST SERIES FINAL 27.9 125.8 0.75 10 0 0.711 SAMPLE 7 N O. 984 D EPTH _ _l4.6'- 14.8' D ATE OCT 1978 TECH. & W Lu GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER 4f/4o' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / [/
1 I i 0 w m g ggg i =>o i' s / b J O O d O -i 7 ~~ i w j / . w e l O. [ ~ s a" 2 4 m o y o c. N m i z l o e o H ^ ?' Q Z r _ o. o e ? _2 E / W t 45 / ./
- 8. 8 q
= gc - ~ r o w J w w e .1- / a 2 c. I o 1 s. t- .t t a u. w ) b ) w - N E* ~ 8 O M ~ se o y _s $) O A e Ci VOID RATIO. e cv cMz/SEC I I I r I S E 8 N ~ U CONSUMERS POWER COMPANY SOIL DESCRIPTION: GREY BROWN CLAYEY SAND (FQ.) MIDLAND PLANTUNITS I & 2 SAMPL LIQUID SPECIFIC OlAM. IN. LIMIT 20 % LIMITPLASTigI */o GR AVITY.2..ZQ MIDLAND MICHIGAN W' 8 m ~ wArER torAtunit voio SaruRA-SAMPLE CONSOLIDATION TEST 8 CONTENT, WElGHT, RATIO
- TION, H EIG HT, 7220-C79171 ne iN CH u.
INITIAL 13.6 138.7 0.38 96 0.800 ~ BORING NO. _RW4 TEST SERIES FINAL 11.1 147.2 0.27 0.737 SAMPLE 2 N O. 1000 DEPTH 15. 5'.- 15.9, DATE FEB.1979 TECH. d f,444 ~ GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER CFA-uS FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / / w ,y,. p_ g.- -e
I ll
- u. =Ifl8 E =d 8
I I k:18 m = se m e m== == q::::- w s e. -c
- ~ :::
e.: o o I o e e e , xi A .u nn i i,.1 m i 1 1 Ml l ( l_ --if!I I E e a 9 me= x i a + , z o, .z 4 o i u m x i i i it_o! l l[ I l [ll l lll o o ![ / .[ 1 1 -i. i 1. 1 i o i V i I/ I iuit i i s i n I ) 'i ll ll \\ o o o 8 2 S 8 8 8 88 rae8 88 e8 8 8 l 8 8 8 8 8 a a8 8 8 8 aq 48 aa8 aq a g y ' f f n =8 n!" d n I J1 8 u. 8 a. . 9 g 32===.=. 9 9 m
==
=
fo i;I
- + R trC
utt _G. il I = ~j 1 e u r i a o uo 2.____ g T f 6 8 _i h _lJ [ 1_____ f T' Q -fil fl l h I o I _l,l 5 5 o e 8 e v ~ M,i: ,ii I!: i.i. o i m i o i or u i i 4, IfII
- 1 i
i d f i 3 I f y -f $ ff N.Yl ~1. J-et. o o -b l 'I E es i i .i a il I ~~ i] ! fi I i _ I!' i i /' I l if y _f! l / i 8 i i I I ll l l t o -Y l - l o o l_ i t ,r ~ 1 r r \\ :r ,\\ f il ti! + I. e 4/ 6fi i < p_ l il-F ( i !/ 6 ~l i I! - l[ l /l l ou o '9 2 R ? 8 86~2 3 8 8 8 88 2.. o 8 8 8 8 8.- 8 8 8 8 8 8$ 8 8 8 8 4 48 8 8 8 8 4 4 h COMPRES$10N IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES soll DESCRIPTION: GREY BROWN CLAYEY SAND (SC) CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 SAMPLE UQUID PLASTIC S PECIFiC o AM.210_IN. UMIT 20 % UMIT 11 % GR Avify 2.70 MIDLAND MICHIGAN 84 CONSOLID,ATION TEST E W ATER TOTAL W T VOID SATURA-SAMPLE con 4ENT. w Eio,sT. rqN. n,Egr-R ATio
- TgSg, d
ESSION CURVES lNITIAL l 3,6 l 38,7 Q,3 8 96 Q,8QQ BORING NO. R TEST SERIES FIN AL l 1.1 147.2: 0.27 O.737 SAMPLE 2 N O. 1000 DEPTH 15.5'-15.9' DATE FEB.1979 TECH. D I d~~ L l GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER 9FA" FILE 2190 ('nNSill TANTS IN OEOTECHNICAL ENGINEERING
+ +w-. g O o c..-ve , g + + - ++w g g 'l4
- $ g I
bt 't td'+ (/) % HOC H h ':$:*C
- 1 44-N E
-+44 -.+46,- -,+a 7 N :::= . :::;= v-- w+ u M+***? 1 1 I I I I I i 1 I I c .i D 1 -t l, I i : I **++" E 1 r 1 i ,;J: o 0 e
- 4' e
a 1 1 1 [l f i+l -i ' E y 1 1 i i 1 s r' 1 s w w .,l
- ii,
1 .i i,l ,3,,, 1 i 1 i: i ~ ) l,+ j 1 1 .: s 1 g i 1 1 1 7z N 7-N N ,. J. 11 '
- J1 1
p j' s.4 -f-J! -f- .l _ EE ..f i N *-8+i.....' i 1 444! r' ~ l l1 '1 i i ;< ~ 1 1 1 1 1 o o o o o oo e o 'e o e o*o e o e. o o o N t o N o N D >= o N mo N c F o N c O o o 6 i itt: L "++t L g $.+ t
- b ig t+tt ++
4+M 1 ,,h., A 44 4 2: m :tz:tt t y3 p: a,_;_ -te- ,T m t H
- . 6 f d
. 9 i
- e +
I ! 4- .+ - _i.41.4 [ N i ~* [. =
- =
!*: N I g
- 5
- 5.l'4 7
dO$'*WI*.2 D l l .. + -
- s 1
4 <e ' E 4a4 j j k ' N M 6-W -4t*"h ' ^ 5***'4-***M~~*-i*4***"*' e W W 3 ,k* l &.M 3 ,44 4. % - %:'.;.T ~ ~~ M*.r;**!1~[' i E 4 y ;; p: . l T. Mf..; - M.. J4
- ,.,)-
g C,+ +*.== If ~"* ++. + Ts,dtw. !*t;*4J.14' ~ p*'I
- ' ' ' ~
r_ J - E gq'._. n a 'U C 11*1 4 NM-t* ' A**'IH-t-'-*- I'*U' n .J.!ff 4 N...*3~"i+"***'
- C..*'@*t.: 4. *.{1D.j"'u,.:=
T ' ram-r~;;*** - I
- t+* * :.
I:
- , t..
4d t y + y y 4 -,'- ++t-* + * * * * *"** 'T W../ T d'? '
- -*[***-"**
- <4p
+4++.'+jH +4+- f 5 f l, e.*e. .44+ej }.,W 4b ~ ++ ,4.t't f i '
- f 4 +'-+4+ ' ;M
[
- '+--*-M P"--* ;
0 ... ; in-M M-N N iH444i 1 .1 O -o o o o o 0 o o o o o oQ o O o o o o N M T C N T e o N O N T m o N COMPRES$10N IN INCHES COMPRESSION IN INCHES COMPRES$10N lid INCHES SolL DESCR.PTfoN: GREY BROWN CLAYEY SAND (SC j CONSUMERS POWER COMPANY PLASri SPECIFIC MIDLAND PLANT UNITS I & 2 SAMPLE Ll0UID orau.110.lN. LIMir 20 % LIMir fl % GRAviry 2.70 MIDLAND, MICHIGAN w wirer raratumr voio SaruRa. S,uPLe CONSOLIDATION TEST E con 4Eur, wgo,ar,
- rigN, n,Egr, TIMEVS. COMPRESSION CURVES E Mario INir AL 13.6 138.7 0.38 96 0.800 z20-C7
.I B0 ING No. TEST SERIES N FIN AL i 1.1 14 7.2 0.27 0.737 SAMPLE 2 N O. 1000 D EPTH 15.5',- 15.9' DATE FEB.1979 TECH. D LLJ.t. GOLDBERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER C)l44uo FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /
w 0 m H ggg g E>c ~ g j _ ee. ) f / 6- ? O O / 5 O / w / J e< / O m I ^ T O m / / ew / O. 0-m l 1 z O O w "W h F r I O' b J -0 O / f '1 z / J -2<3 / I w 1 ~"g m i ._/ I 88 q g a f / g p ~ E i a-z ) I a, oE e'.g_ E_w I m% lw 0 3 a* ci E $> 8 ~~ no gg o 4 I I O VOID ' RAT 'O. e Il' 1 C,.cM Z/SEC I I U h h 'Ii 6 6 6 -ISOIL DESCRIPTION: BROWN MOTTLED GREY S ANDY CL AY(CL) !$fA T NI i '4%R SAIN t IT 24 % MI Y 2.72 MIDLAND, MICHIGAN y WATER TotAtuNii voio sATuRA-sAuptE-CONSOLIDATION TEST 8 CONTENT, WElGHT, RATIO
- TION, H EIGHT, 9tf INCH 7220-C79171
/' INITIAL 12.2 138.3 0.38 88 0.750 BORING NO. TlO TEST SERIES FINAL i 1. 5 1 4 6.I O.30 0.706 SAMPLE-2 N O. 215 DEPTH _ 26.9'- 27.4, DATE FEB.1979 ~ TECH. 1)L44u GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,INC. R EVIEWER PEA""' CONSULTANTS IN GEOTECHNICAL ENGINEERING - FILE 2190
Il 8 I I u. t l 8I l l I.'ll l8 u. a. [ h ~ b ~ (1) =O ft) o (/) o . _. 4~ e e,r h s i r i a i N g g, i 8_ .[i 8_ i 8 m i'.. ,o i i i;p i ii .1 4 i i 'il if i i i ti if :I 6 i i 3 'i g I!l- [i l !I l l! l l[4 ll l l l l lf!!l l lgl I! ll g g } 1,l J. w' .i, + u i o i i ,i i i t' i i: ii if il i l i i i pi i sii i i! [ ii t if. : li !I flil! il! III I i I Jlfi II l i i I fi l_l lIl l lll o o_ o -1; i. j'G !l, f .i . i l l[. i
- i I;
i' i,!, [. l i 4 i i, A;t i 6 ili A. I i i i li. i 16, 4 ti lili i i tiis [ l l ll[l l ! l l l l l ll l l l l! l l l 8' 8 8 8 $8'2 ? 8 8 8 [8'2 ? 8 8 8 i 8 ? 8 8 8E E8 8 8 8 8 a 48 8 8 8 ?E a I I ll l n l IF8l l ll ! I I
- u. :::j981 lyll lllll8 u.
H 9 m e 2 H N : 'i N II: i ; h l 7 iii i;. 3 ,i i,, 4 I i iiii N : ti. i i i it i is ni vi i i f,i t g,i ii.it . i. 6 i, lll llIl ll! !! l D l lllo '!! ll-l li)l !!ll i!!'o!!l';!ll jI!l! !! lli!!o ~ .o o -- o I-A
- l:
i t 1 [ .l / ,idiii. i .i ...i y t, .i i.i; i .i ti: iist i ti i) if
- l ii ',
ist
- iii, tiiif !.
iii; 6., i it .if lii .iii llI! ll !ll ' fll ll l IIl l l llll l lll ll l g lll ll fillll llIl!I!! g g .i y s !I' !;il
- / -i i
7
- iil 2
w ii, iisi i 11 1 _I I i
- i
!i
- e i
i i i /i i i ~ t lii !I!l !- II I Ntl l ll l[ I ! I' l I l [l l .I l llI. o o. 3 i./
- Il
-l l E 'i .i ! W i[ i !; ii i i ,( i e _l W l '.i ._/ ll l I-I li ll I _ j M-f 11 i i i !! 16 i I ~ ll I I g g' a 8 :S g
- i.. ;
aao aao a ge.. k 8 8 g gg ek8 k k k 8 84 4 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES S OIL D ESCRIPTIO N: BROWN MOTTLED GREY S ANDY CL AY(CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTI SPECIFIC MIDLAND PLANT UNITS I & 2 otAM.l.1Q,8N UMIT 24 % UMIT 4 % GR AvlTy 2.72 MIDLAND MICHIGAN 1 QMWM,UM ME wArER WElGHT,q R ATIO routm voio S ATuR A-S AuPLE CON ENT. Tl N. HE H T, TIME VS. COMPRESSION CURVES INITIAL 12.2 138.3 0.38 88 0.750 BOR NG N. TEST SERIES FINAL l 1. 5 14 6.1 0.30 0.706 SAMPLE 2 N O. 215 DEPTH 2 6._9'- 2 7.4' D ATE FEB.1979 TECH. B Ll& GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC. REVIEWER W6h' FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8
oo OO 2 r-o.. .0000 MO 2 E>9 .0000. i Er c to z g r_, m E o n .0020 f q:- ""m m O .0 010(, r p :D r un m x Z.o Os m a - h a o o o i us o ,- m g., >
- 5 g
.0020 t l' .g }- .0040 y T 1 If! +tI; ~ (, f - p .n... ,.q: HN 2 2 7-7 .2 E i .yb.. .I l l q ~ -E gi y Em C C "E @ '0030 % ~ .I.* - Il 1,4' [1 L 1 F- '0060 '2 . - *
- E
~ H
- 1
"@5 ii 13.. I.!;{;'.-4;.-g g ' t 2 -4 TSF 0 U;.I. 1 'T l - i.. t =-, i, 58 ,,, --4 '0080 :--- . 7-2h. 11 a o !}.- 1/4-l/2 TSF 71:- L 1
- 4::
it I m aor E .0040-N .+ - +" Oc os = cist = 2 . --r. -r 4 +-- o - c_: ,Q" T.N..Q -i z .o CD l.. r z 29 %4, { -t .0100 -{ = m2 z 4_ g g
- 7t. ;
Ty: ; g r., o a j. 7t
- -- - --{, -
, *I F os 4 7 n .0050 O h[ 0 0 M< r " os Do E> p j::. g l --- -10 O I 2 3 4 5 6 7 8 9 10
- 0120
-m os 3_ 1* ~0060-o' O m 0 1 2 3 4 5 6 7 8 9 p O an o d o .0000 .0000 r g) -n o ( m = n A m> -4 > g q O .0010 1-4 4 .0020 -- p 8 OD Z u) gg gg ; p om l m r n. r g 9 _2[ $E k h .OO20k k(- h kg 2 .0040 -h ~ n t; A. 1 r .(-.. t 1;; El .M[t }1.
- r n
e L mg 9 p ~ k E .0030 [:{i.- ] .0060 L - M 71 .gj p oi.-{e . g--f j; hh p; I o on m ll2 -1 15 ~._,, 4 -8 TSF m o
- < m Aa 5
tr t.t its 4; u Y'S ]- o_ ?+1: 0$ $. %.:W+Qb ? E 1 y a 1n: m1 m ~ ~ T ' t ---o C .0100 ~ 'tt 2 o -4 o ul O3 m .0050 ' p a 1 ll 'll I l } } mmmwog t 1 < O ' E " twn 0060 '- .m 20, 3 ,o E.I $ ' E rd<" O go 0 i 2 3 4 s s 7 e 9
- O
.0000 -O 0000 q E o C. rU) O E 3 oz m r n .. N 4 2 Z
- n h m, U) E >u, g
.0020 : 3-O c .0020
- p g
,e [ l 1 + O ZI = i X -e.. g D m .0040- -- d..M-M 21_}!a h a Om a O tp :; p- - k. -{ rg t j-4 .0040-gE [--E?:m E ' i - = = ~ 1 e m I-2 TSF t m g N + y .M l 0060 T'M.; ;;; j - {' t,- . p- { . l I;- n MobD .00601 7 fet j .y g. 9 - } z O.
- "* m ~{* 2 0
- 73.,.
,g. B -16 TSF l j ' hlyiji i E,Q( i@ .i i U) - E g g g "" E ggd yOlgE qt: .___v E 5 3 .1 c _,. u, o_o - [ .0100 ~,
- l A L
_ 0 2 -l 0 m .0100 o >u"'8 m m -4 m m E m , mm 'O,20 3 4 5 6 7 8 9 1 O I 2 3 4 5 6 7 8 9 10 u m '0120 m -m C O I 2 - - q g> z> VTIME IN MINUTES LD (D o Ui:U 5 y <0 m.< VTIME IN MINUTES y m si m m FIGURE
T-o w m H 3 gg g e>e l f 9 s / H r
- o, o
I ~ e / / W 4 m J a j 7 o e o / m i m l W l 1 m o,. m ~ N m 1 z 1 o O F w 0 5 }o r = y g / Z 2 W 3 4 4 f m i mE D l R.R n 8 'f 5E y a w l x x 0-I o mz E 1 L-Gy b, C w 1 w E a * >E C a o <3 Ci I VOID R ATIO..e cv.cuz/SEC l l l. I 73 E 8 1 2 E 6 o o 6 SOIL DESCRIPTION: GREY S ANDY CLAY (CL) . CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 18 2 $fa"whlN lu?T 20 % huik o/hRfhsfy2.7o MIDLAND, MICHIGAN y WATER TOTALUNIT VolD SATURA* SAMPLE CONSOLIDATION TEST 8 CONTENT, WEIGHT, RATIO
- TION, H EIGHT, 7220 C79171 v.
eu v. NCH ~ INITIAL 10.8 141.0 0.32 91 0.750 BORING NO. Til TEST SERIES FINAL 9.4 14 8.0 0.25 O.706 SAMPLE 8 N O. 216 DEPTH 14 6,,-15.0, DATE FEB.1979 -l TECH. NMA GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,1NC. REVIEWER 9h FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /-[
4 --'--,o g -o o h h d: i l; i e i! - t i1 i 1 i i CD 1 6 i e f; i 1 e i li l h ll l fl l f o o o _o o o b! .I 1 1 .1 l i[ ii .I [ !l. E .i i i i i i l I i If, i i i i f i j
- Il 6
ii i e-4 J 'i ii
- =
llI l - fl l.l lll ! [i lll ll ' ll fi lL !! !o 3 o o .p. .ar,. m + im, z. i
- ni of i
i i i - o uri t qi-in go o e i ! l lll l[l l l l ll lll b ll ll II[ l I l l !. o o o s. 3 if i. ./, ii t /; i-i. e i w i i i w u i. i i d I/I I / l o 8 2 W 8. e o = o 8 8 28 2 S S 8 8 28 2 8 8 8 8 8 8 8 8 8 4 48 8 8 8 8 4 E8 8 I8 8 ? E g l-fl l '8 I l e 9 8 fil ! ! 8 m o u) 9 u) .2 --~~ ~._. p n - -t- ,7.i 4,i ,,i ..'l ! 7 ii/i .,,i [, [i,i l ii! i e..! i ,if. i N ijri 4,i i e i i+1 iiii !!i ii .e e m i f, i ii ii i & ti ! j ii llll lf I l ll 1 l. o! ll l.f l l l !!!! ll ll ~ o 0 9 9
- 1 iil
.l,,/r. ii'l
- i..
~' , i. 0 tiil - !!i ii i;it li ..is !if i! ! !6ii i .if til' ii iii t '--[ll ll l ll l l @ llll llllll - o.,,,l; !l lll lhb lll l, ll I!ll o o i:. E ili l $ ii ll j iii. ./ i i Id i 4. sti i!!J s i i i ii I I., e it i i Ii i 11 i ll l l l [! ! ll l fl l l l -ll oa o oa
- I-j 1
.. l[i r -l. f i, i fi i !i !i-i i iF i i i 1 ip !Fi l_!i i il r/l i i I / I I 5 -l 4 .8 l lll l l .5 rf ~ m 8 9 2 E S 8 8k 9 2 8 8 @g 2 S 8 8 8 8 8 8 88 85 8 8 8 8 8 80 8 8 8 8 E E 7 4 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES Soit oEsca PTION: __ GREY S ANDY CL AY f CL) CONSUMERS POWER COMPANY SAMPLE LIQul0 P L ASTIC SPECIFIC MIDLAND PLANT UNITS I a 2 DIAM. 2 5AIN. LIMIT 20 c/o Liptr t2 84 GRavery 2.7o - MIDL AND in @M AW,MICHIG ANCM MM E i WATER roratw.T voio s AruR A-SAMeLE con 4ENT. wE;o,sT, R ATIO T N,. HEl T, Tl SggMPRESSION CURVES [ INITI AL 10.8 141.0 0.32 91 0.750 BORING NO. T TEST SERIES F8N AL 9.4 14 8.0 0.25 0.706 SAMPLE 8 N O. _ 216 DEPTH 14E -15.O' D ATE FEB.1979 TECH. Nidh GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER' WA4" FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING 8
O O O + .jiH++t*t u N @INh 'i'@; ' *, * * * ~ 'k $ L l& m e .- b
- .g.
e p a p
- CD
+i'
- I 8
!l , dQ.+4 : N h -l 'Mt g t I e E j-y N*** ,,4, p p. p. ,4++- + - 4.+: . + -i-r h t " I 34_
- ,,,,,_Lk t-
~~~- i +,.4. : i = I ~ %E 2 l4+ -* 1 1 1 a j ;~
- g l l l
"i'.+.." i* e e g 1 w 1 i.. i 1 3
- ,f
n jf' - f1 a,;> +a a i .i i
- ?
? 1 l N l N . l N ~~"~ 1 i 1
- e
,4 4. f 7 4.iJ _ 4 4 ..i
- [
._s: M ;**'f~ / ~ +**+t % ~... +! ihti iN1 '-** i I 1 O O O O O O OO O O O O O OO O O O O O O T e m O N O N T W ED Q N O N T W O N aNO o o. O. -0 0 O O O O O O O O. O. 8 o O. o 00 O o o o. o O o o O O O l 1 Z +4
- tM*4 N L
'4 ^ ' *Wh +--4-. +.- h M' A+++I1 (f) $ _.*++ h : k ,..E ~Y.I~.d4 I ^ (/) h
- i N '*****r
- ~~~
D [: N i i ,44 8 w i .4g.4* fUf
- I
_~ I'+_ ~. - + 1 L+ -..ji.- -._
- f...Hi-
- t* :- " ; *:T.'
w (. 4l ' I .: ' N '** ... 4... ....a M _'.. 4.. 'le.j jI 5 l' 7 * .I ~~ ~ * ~ ~ * .+ 4. .-i g.. .--**i. t Z' r [;f... y ~2 i ;" 4. 4. _ ~#*y*.;1-
- -- ^
w
- Y. 71I N I k.44.*.-
' 4., ***' 4 7.j,,.
- 4..'".
E.'".T'* * ._j r-n3 @ ~*.* ' 'It-t ,4 ;;gjr .1 :,.:- 1
- p
+<.g.. 4 - - . 4...., ;.;, m, -- -- f 11*!!.ii.t+d.;.3
- O6 N.tZiib * ' ' +
- I
.~ ^ [f + y- *- -na;==
- _-+--<-
nam n...u. -.u.a 1- +++-- M *h**i i *-* *-t+ + t t "-"_ o f-i 4 h,' --4-* M ~;';*t*+++++*i + IM M+++ M ia4*d4ll . ! ++- ' ' i +ti'r N11 i 2 O O O O O O O O O O O OO O O O O O O N m T o 2 N m T o @ O N T co O O O O O O O O O OO O O O O w o. O o o c. oo C. 8 O. O o oo o o o o o O. COMPRES$10N IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES ) I? OIL DESCRIPTION: GREY SANDY CL AY (CL) CONSUMERS POWER COMPANY Llouro PLASTIC SPECIFIC MIDLAND PLANT UNITS l & 2 ISAwPLEosau. 2.50 IN. LIMIT 20 % Lluir 82 % GR AvlTY 2.79 MIDL AND,MICHIG AN to CONSOLIDATION TEST E WATER TOMLUNIT VOID S AT U R A-SAMPLE con 4ENr.wE;opr.
- TgN, w EgT, DE W.QWEMWN WW8 R ATio a
INITIAL 10.8 141.0 0.32 91 0.750 Bbkhk*kO79 317*1 TEST SERIES T FIN AL-9.4 14 8.0 0.25 0.706 SAMPLE 8 N O. 216 DEPTH I 4.6'- 15.O' D ATE FEB.1979 TECH. d RJc GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER ' 5'd%s FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING / /
4 { ~ o w e s g ggg a>a w E S-n / \\ i n O O l ~ / m 5 O 7 1 / J w ./ a l 1 O. E r 7 e O l ) I v l m W ~., O. G. l mz O o I O W a z wg r r d I l o A z / I W 3"3 / / 5 _1 /
- g. 8 e
8 ~~ ~/ / [$ E z2 A / E oac ,/ g __ l Iw I w E 6,, :a E *8 O > a e O 4 I O I VOID RATIO. e I c,.cN z/SEC i i it 7f 8 ?- E s s9 6 -. 6 6 6 - CONSUMERS POWER COMPANY - SOIL D ESCRIPTION: BROWN SILTY CLAY.SANDYiCL) MIDLAND FLANT UNITS ' & 2 '14 % R y_212 MIDL AND,MICHIG AN y I $#"hlN AM t T 28 % Mt WATER TOTALUNif VOID S ATUR A* SAMPLE CONSOLIDATION TEST 8 cougENT,wEjgMT, T I,0,N,. RATIO HE T' 7EOCM M t INITIAL 16.O -- 132.2 0.49 89 0.750 BORING NO. Tl3 TEST SERIES 0.716 SAMPLE 7 N O. 219' FIN AL 15.l-137.5 0.42 DEPTH 9.8, - 10.3, D ATE FEB.1979 TECH. B W4 ' REVIEWER 9 GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. " FILE 2190 ' CONSULTANTS IN GEOTECHNICAL ENGINEERING / s
) l b g ._h 4 . g m e m e-e m e = b p p i g 1 1 i ii __.d.___.,l t I. t,, i ii lD i i I l fl I I Il l I I I I i O i O O o O O l' iij . yi. iI i ei i f-I~' ii!h. E i i i. is Ili j 'j ljft ' lit i i i II I il j:l t t! I ilf l4 g lI l l 4 l l .-O O_ . O_ 1 x_I E
- I Y
ii iii!.i. iij ~i .i i i iY. y l sit lijlf l; l' itif 4 ij liti i fff 11 I il I i fI i lli li i l Ik l l o_ o_ ! I f s a ,.y . _ ~.. a / l.i .i ti[ii f /~ i.[4 ii, 4 l t .i iii. I I i.vii. i sii 4 y 3%'istl i il i t/~liI li il i j l Il !f it iiij l-lili li liit l 4I I li _ A Il il . I I I l 0 H j ll illlih !! I 8 8 id 2 o 8 8 8 ig i a e g ei -ga? i 9 nl Fl ggllll g Il !Wil l[TTfg! ll i I !W!Ililh! Illy li!lil n i j g i_ r =_ s m ( . i N .i ii_ --~~+ 1 h I
- I i,
3!. ti .ii ( '. N t ~f : i. et i ti-I i i lj'.iti I ~l~ etit i N . tf isle il I tite i I g ll 6, i+. .il i niii lju s /R]ul F hl I I lW N ii.' ltli i j Vi h ml;Illi O O -e e: 8 1 a ..L1 1 J . on o.w m e i. n; ou,o s: n ii! p ini; o on y no nu i,y ni, .i ,,.i lll lill (!ll Al lill !!l , all Ilifill I!! lil! till., !HI 1h 71 lill I:ll lill,;; g-E . iI !I. .i .!i ..,1 lI .iii ii.i !! Y i. i;Il 'd .i 3 .4 i un,u i un e i m 2o. ,n, go ,o,.u. in, o ,u of hi ifyll 11 !H 'll; !il f;il IN ! l il I ll fl i i i: lilll!ilo o o= = a . iri.. .m i.il of .,i i 1 ofi. m n, o. ~ ~7 i i lp-lii i ii: 4 6 )),, t i 8 !] i l i lii .it l i li I IH/bul il _ !/!I Illi il I !! I I ! IL _ !/i l ll1 H!! I I w e-e- s8 asae8 a8 @../ ?aaeasgae88 8 4 48 8 8 8 8 4 a 8
- 9. 88 8
8 8 9 8 8 8 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRE?SloN IN INCHES SOIL DESCRIPTION: BROWN SILTY CLAY, SANDY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID PLASTI S P ECIFIC MIDLAND PLANT UNITS I & 2 oiAM.110.IN. LIMIT 2]L% LIMIT 4 % GR AvlTY 22it MIDLAND MICHIGAN b CONSOLIDA, TION TEST l wArER ronuar voio S AruR A. SAoPtE con 4ENr. w E o,ar.
- rgN, N,Egr-TiggggEpSION CURVES l RArio lNITI AL 16.0 132.2 0.49 89 0.750 BORING NO.
T13 TEST SERIES FINAL 15.1 137.5 0.42 O.716 SAMPLE 7 N O. 219 DEPTH . 9.8 - 10.3' DATE FEB.1979 TEC H. _.B, AtU' GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC. REVIEWER 7 [" FILE'2 CONSULTANTS IN GEOTECHNICAL ENGINEERING /
o o o m+w e'---ne - 4.g u m
- a. m
+p=== , m. g g e 7+ = . w e, i i a +*- N ^ ri l ~ i @ C gl-1 i 1 i 1 1,*++- +++t= g ii ? 6+*- L-i +++ t+ -.+- ti 4 ++<.4++- i "4t'- g t+-**- i
- 44-I i i t*=4*H*"4**
i H +4 } = 1 e e e 3 { .-+-
- 4 %
- ;,. p --++7 j 1
- r- .... T ^-*'** 5 j
- c c
o a
- ,++-++ 9,
.,Ii J 1 .12 - 1 3' i J-
- 1 r
w J l i-44 l. l ? 2 r x -r i i r ) .m I 2 g - --f*4.. / p> g _2 1 l.- i f" _. I I : 1 I I
- f'-
N I - / f' N N a.e.4 - 4 f _ f.,. . _ **i- ~ . 4f 44 -
- +
._ 1:
- 4 +4 :
1 1 i 5 ! h +++++4* -V ?HtI A i4~4*'4 O o o o o o o o oo o o o o o oo o o o o o o 8 N w m o N o N w W m o No N e* m o N o o o o o o o o o o - o o 0 -o o o o o o o oo o o o oo o o o o o. o o o 1 't'it1t** A iM - M4 f.i.44itg _ g. i+'i: _i117.31%.t'* '; R . $ 0i77'+g f g g +- ';-. Wa
- u) 4,4 -
?~ i v + i : '.".#. vi 2 { N 4.{2:2. [ 7-
- .i.
[ - + - - - -
- h [
i!: b !. i s 4. t-- N d I 8 -3
- N
? - m ..**~ R_ 5 - } =- h Q
- 4 '.*:
4 .v. g f. f,^ -+-. ..!*.4 -.. . b' - 7f~ .j....t 1 i&
- 4. y ip.M '
! *.; * *t--- - ,,_,4,_,,,4,,,,.4,,_,,,,9,,,,,* g 1 ,.y .4....- i 3 .,+--.-f. ,.W: !' ',,, 4 ~ ._,:=
- ---*--1 E
4,....+,.. 4..; +. * + - -.-f-4 z -4 -T
- I -
t- +: l-4- tp;;f,- r f'., -- r n t, Q_- -4
- =
2
- -- 1,.g
?-+ .m4.- o ,n wH- +.. = n n.. -- :- w = -4 E j =.4. - c =t ,5 n-= m .p:==- - -, ~ nau:r+-4 + tn- - -- =4nh
- a. L::n:lE:
a.::= r. n.1 : r-- ++- = :..nu e - (;+-i--t i f t " l l
- i;,; ;=
~~ f, g~.: M -^__j" 1.jj~TL4 4.n d - . j$ng~".n.;t
- ar*t*+*M 4.,44-.44.v.444 4 44e 4 4 +
4, e p- %.. +- = I +-f4ki f fit '+*+ 8 -o o o o o oo o o o o o oo o o o o o o u n w <e. eo N n w e eo -o o o o o o N n w c w o o o o o o o o. O. o oo o o o o o oo o o o. o o. o o. o
- o. o.
o. o. o. 9 c. o. 7. COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES SOIL DESCRIPTION: BROWN SILTY CL AY. SANDY (CL) CONSUMERS POWER COMPANY S AMPL E LIQUID PLASTIC SPECIFIC MIDLAND PLANT UNITS 18 2 oi A u..iLiOIN. LIMIT 28 % Lluir 14 % Gravity 272 MIDLAND, MICHIGAN la CONSOLIDATION TEST E warEn rCratumr voic SaruRa-SauptE con, RENT. wE;o,Hr. Ratio Ti N. N,Eg r. DE EQWRSSM WWE 2 g u INITIAL 16.0 132.2 0.49 89 0.750 B3Ri4-Ec79.tP5 7 TEST SERIES FINAL 15.1 137.5 0.42 0.716 SAMPLE. ~~~7 N O. 219 DEPTH A 8'-lG.3' D ATE FEB.1979 TECH._ #LLLh./- GOLDBERG,ZOINO DUNNICLIFF & ASSOCIATES,1NC. REVIEWERVfba FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING v 4
, i l O l E I R T 2 l U .A l l I l l 'I -lII l ll S SR 3 S V E D. I R O I P V l I I!i ll -l I' ^7 6 N I \\ \\ T 0 O n" O \\ 8 F N R E x ~ A 0 U 0 N-4 Q S X R E i 0 P "n N 2 S N O D T .E b 0 E T on N A 1 L I D s P E N N M U A R N U SI uA D D S H H 5 S O O ~ T T 0 E N ~ E E R M M P G G N l) g 1 I iI il 7l ll lIi i T' ll lI l T t I Iii T I I F F E 4f MI s E
- 3. t M T 01 I
G ~ 3 T O. =0 V 1 ge@ oa 1 0 o$a. o n <e2 j s 0 5 0 a a 20 4 4 3 3 0 a-0 o-O. y Er Ry l5d8s= !s s2 ;5h4Er. gzwE gmmo5mm 8E J*< i., gBryo (4 i.m g m r, 6a 34b[f*,E 2a" gB(2o E o15g E . %B3 5 9E" R U bAfywOp.f02ygMH i ,$ m 8$! 5 .asT h 1,"' 4s y G g k' sRz-g z- $ 2"- Ws y,a I 3-g2 F .aa 54E _W*.- 9* .N' 9.oO momE* 2 - 1EH mmEw mwE m 2P is omThm azE _ W.N
- W.+
9 kWN 6, 's o, tmn*- d 0*ym mm8~a ooGm@ gjz ~$oHRIg' uo 2,SEoo y m".E p mm<5E$ o oEzaE;, mFm".O N g no" c@z i
l. I I Ill fl8 II j l g ll y l lg u. u. u.- e m e s e H H T II ; i CD $ lIi l i l i i i gi i l l 7-l o o 6
- ._.e 9
e a .1 .,.[i.i id llis } I i 0 6, .i .i ii - nie.n if i ,__1TT e I i i o i s h l l l ll 11/ lil i/ ll l l /j .- l E e 9
- /
.i .e x = = E .:/ 4 .1 i -y-ihii i . -!i. !/ g i i .i n, un or inn ni + , vu i r i i i I ll lll:l lf o_ l l !o i! l o a
- /
i i. .u
- f; i
iii i i a + 1 / n i 6 i i /t II l / /1 - I l l ek
- o e
e 2 g8 'o o o o o g Rg c o n o e o o o o g e a 2 2 e k8 e o c a. 8 9 o o o mk 8 ~ n 5 o o o o q o 9 I )yli E I I l ~ o i I g'g { ~.*I g u. u-o J-~ 0 $ j E =49 g a ~ : x i s m n. oi . u.1 m oi m 1 lii ii 8 IIi/
- eil
!I I tIi( l i 6i i ___a q 4 u g 6 e. II I* l .I g iI i lll- $ IIM ll l g Illl 1 $ III" 5 l l l lll l ll l iFil g g .1 J l I J ,f J un l u M." 2 e i o n . n i su - i i i n si i f i ii i u+u __l[!!I _ ;E l l ll kll ll l l .l ll l [! .fl I l l. _ t o_ o. 3 = i ..i .i E jii
- i f !li i
lij f-i i il l/ i i' il y in iy, n i i i ut, i f n 4 i f i ni llfi! l l [I II ll l l l l l o o. o
- di i [-
!/ + ~ .a u . o 1, o v i u .o is i i i is j i i v. oit I l Il ll di l l / llll o .o = s 2 R RS 2' 8 8 ge o. k k 8 ko kg S S S 2 8 2 b li 5g 2 8 8 8 6 k o 5 6 COuPRES$10N IN INCHES COuPRESSION IN INCHES COuPRESSION IN INCHES Soll. DESCRIPTION: BROWN MOTTLED GREY SANDY CL AY(Cl.) CONSUMERS POWER COMPANY S AuPL E LIQUID P L AS TIC SPECIFIC MIDLAND PLANT UNITS I & 2 O i A u..L59. N. Lluit 24 % LiuiT-83 84 6R AvlTY 2.69 MIDLAND MICHIGAN 84 CONSOLIDATION TEST s ware tmAtu,.7 v0iO s AruR A. SAuPtE CON 4E.,R T. wE;o,st, rgN. N,Egr-Tg{S MPRESSION CURVES 2 RAriO INITI AL 15.4 134.1 0.45 92 0.800 BORING NO. 5 TEST SERIES FIN AL 13.7 143.4 0.34 0.737 SAMPLE 2 N O. 14 7 DEPTH 16.6'-17.O' DATE FEB.1979 i TECH. b A<4Je i GOLOBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER '7646 FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING
- [
1
O o . o , + + - +++ts ++-y g.++
- fe. M g
-.444 g;y,.i,@g 31 g a l g g m : p H = H I *~* # " (0 I , ~!*: ~. 4+-at t-CD ;I ~ * * * " 7 I e s i e 1 T E i~ - CD E N l 1 1 1 i ,i'*LD. ' - y m a y
- r 1 i.+1
- + - -. + ji; -4,.;; _W
- s --t-J H
- '.J 1 1 i e
e e 1 r i r. 1 ~ * - * -* 3
- 1; i + H+.-w ;
j s. e z ~ ~ - ' A.m j e
- l c
1 +!. z ++ w .,.,,,.; i - 3 1 1 m' T m' T I T r i W -*4 / l ,I 3 1 1 1 s m, ~!' j
- :--ej l
f__ I u n
- F I
.I I
- I
. I l -* : y_ ;. N i l
- j. 2. i -
-l: . a-y 1 . - in,. ': *TI<: ; ; i+4iii: Mnis .-4+: i!r
- 4. pl G1"* ',
f .+. f.aa. N j o o o c o e o e oo e o e o e oo o o e o e o N o t. o N eo N c N o-9- 08 8 N no N o o N O N o-o o o o 8 o o o 08 8 o O o o o o o o o o o o o '+ u-g:::..r
- u..:nit.4#.t u, :
4 +ir tt+:g.,ilt = . p nt: mr m : ._w mj 4,02: to., 4 F : p e f. ~ = 77M t ---+i;:
== 7 --t. N -+- co :- ~ ~ 27.q7:':h 2 . +--M1 -Q 1 -- - cv = o. -4.. ' M' ' t. ~.-*- - .~'.1=: :: ~+ 5 7:tnO! _........ +.. 37 an:..*$- q'::t :L.. _....+ ...t-'..T.,.....'- ~ ..4 .. i..g s .r.-
- ....c..
i E .r ~-
- j..
... 4.....r m .. 2.-4 3 -
- i-i
. [:1. .0; 1_
- t n:*.---
z
- .---t=,n. -
7-m=:.- - !.-.
- hit t*
- U l %,. -. -
ii,r'*01: f* " :7-1i 5,y :'1"C 1.;..J;r:-*.- b'.; -
- q' *
- fi n3 m
n u..=d:n:.g::--- ,*- * -1 +~ ^ +p4.
- ..
- }-
- I y::
m-- mapu n '~ L. +.4 : _ g y.. g....N ..,. /.. w N j. N
- [. j 14+
{ ; } v* < f- ... j-.4. H,34 % I~f : [ '"" ~~ 2H- "~. e.+. ,c., i.-.+.e
- h hI.
-++* i o o r 1 i i o o o o o o o o o o oQ o o o o o o o N M T O tai N T W o o o. N O N T W o o o o o o o o o o N_
- 8..
8 8 o. o. o.
- o. 8 o
o C. C. o O o. 9 o. c. o COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSICrN IN INCHES b [ SOIL DESCR!PTION: BROWN MOTTLED GREY S ANDY CL AY tc CONSUMERS POWER COMPANY S AM PL E LIQUID PL A STic SFECIFic MIDLAND PLANT UNITS I a 2 otAW. 2 5OIN L,uc lig Lluir 13 % GRAVITY 2.69 MIDL AND,talCHIG AN uJ WATER TOTAU.N T YOlO SATURA-SAMPLE CONSOLIDATION TEST E CONTENT. W E.IG,H T,RATIO
- TION, H EIG HT, inch Tl SlON CURVES c,o-u INITI AL 15.4 134*i O.45 92 0.800 BORING NO. TR5 TEST SERIES FINAL 13.7 143.4 0.34 0.737 SAMPLE 2
NO. 147 DEPTH M 4' - 17.O ' D ATE FEB.1979 TECH. N AduM GOLDBERG,2OINO,DUNNICLIFF & ASSOCIATES,1NC. REVIEWER ?N FILE 2190 - CONSULTANTS IN GEOTECHNICAL ENGINEERING / 8
hf d+%> $<#A 4 \\ IMAGE EVALUATION NNN TEST TARGET (MT-3) l.0 l# "E EM &nM e =n m i l,l
- N L8 I l.25
_1.4_ 1.6 i 6" MICROCOPY RESOLUTION TEST CHART &*r %%/// +++ s+s +%4> >7/
- y'.VN o
i 7 4v l =. :.2 -.. :
L YI! M+$'#I4* kk \\ IMAGE EVALUATION NNNN TEST TARGET (MT-3) 1.0 MEH DM ElE E 1.1 [ " EM l.8 1.25 1.4 1.6 6" MICROCOPY RESOLUTION TEST CHART lll/ [:,[% M,rI,4 3 'i S 46 .~.._.. -..__.a
1l~E IO R T 2 U A ,I l l l-iI .ll l l II 3 l l S S R S V E D I R O l P V 6 l -l Nj l 14 .l 'l 1 T 0 O N n 8 O l' F \\ E \\ R ( 0 U A g 4 Q S N R E s 0 P 2 S N O D T ~ 0 E T 8 N E_ A 1 I 'I'PD E MN N R 'AU U N SI L H H 0 E D D S 5 S O,O o" N T T E E R M M P G G, N N TI lil
- T l II ll lIaT ll ll lI f TI Il ll ll l
T I F F E ~3. t MI G M 4f E I s T 01 T 3 O =0 V L f o o e@ 1 O <9 %t Oe- ?nt;R rO ( C 4 0 5 0 0 4 3 3 o 0 0 0 O.
- mym:oo$pQ n
= gz oF oC2T,@=. 9Q m2oIz mya o(5E fr D;zHEg~Oo r gp$yb h3zo cEzEw* E gm$ E% 5s 'Emd Sr f z ha i I5e R l s4 gO 0s>h%; o - OM 52 qm(ni I I, g.h f 't z.= i. y 2 i . h-, g a* EdO 4g-cNw/.NO 3 F g H0* mSF* ot8 mO z i E;5F _ oU - s PAb o t o 2 .w,$ m' o4AileM m#;y g z9 os0 a,c'o - s 9ltA m5*" i a t t +
- $m 4p5 o
oo omm$ ko $ o 5 a0r9mp E 8o R g gO. mF*o6O t no$crN' m E o9M0Iao*r m5 z ma5 i
oc. OO 2r om m mo 3 2 i;
- 9
.0000m-- .0000. h_._. J, __ .E E r Q~' ~ p "y 2 = -~ ZIL
- C li
- E w.
I/8-l/4 TSF n }"", o, .,w. E[ T-E ..E . Z_T 1 = Ei_
- {
.m25 - 2($ $ g. > Q.0020._._.=_ -=ha = .005Q = g-
==. =
- =
M~ 2 Z O u N 1_.. n
- =
9 __E io CC d a =1r = 1 o m E @ g.0030' ~ ~ ~ = '0075 2,0 E T~ = -- N 7 ~ CT ~ ~ ~~ ~ q 6 1..- r 5 = . h4 2 2 2 -4 TSF oo u m 5 0040 ]J mc a u o z mg d"n .010 0 O2 3_ .~ 1/4 -l/2 TSF EE E E 2 a u .,; o r u O -45 g' d E =r: ~"' E IC O O me C" 3 Z = Z Z Z Z- = Zr Z Z I~ I I ~ C b a u 60 gj . 60 = rn = = =r; = po Ep 0 2 71 -3 u 01 " I.0 to 10 0 100g .0M .I ' t.0 to 10 0 4000 O 5" m
== = a n 1: ' TE '00* 0000 dN Z o ~~ ~ .0025 '-~~ =l ~~ y ]$ g ~m gOE $" k g.00200-X{ ~'- y 3 m> O O z. r = ~ ~-' _-: H. _ -.I ~ E ' ZR ~ 3 i Bh -{ 'El_ E ~~ ~ ~~ ~ C22 1-C OO 0 ~* 3 g n $.0040 ~ ~'~~ ~ .005C t mM y {p E C'EM k ".0060 e J.= . 3 HE = 5 5 .OO75--hn
- U no N
3.m
- o Izr s
o ~ 1/2-1 TSF ' = r N, 2
==' -~ ' = u O .-1m -~
- .~
gg .0100 g og -r$ ,o g.0080 u.. cq" _ _
- _
r =__ =_ .=_I1 =_____ _%.N-4 m__ n _., __ 3 M.-- ~ g- "I g.0100 = .012 5 .c ni;
- D -4 o m tp
.4- - mmm>O~x =
- =
== =
== 5I-imE $ o En .012 0 ; =
= = =
==. io65 .0150, ,o ,o ,oo ,ogg- <o orm 0e i.o io ioo o g Ir ao .0000 q _= .0 coo o m o c2 m m e 2 z >m o
== = .=r u .=u = ~ = dM O m,_2C j.0020 n .0025.. S-oor y o b 3.o r?a B "* N. g
==.
== -5 -"5
== -= m. __=
==- = M qyw - = =- - es g Nt .0075 p p Z, .0060t 4 w.,.=___:_
- =
i,- o 2 - 5 ~~~ .010 0 4%'-- '-TT) --it.;--Ig r .:= cm .0080 ~-" -~ ~ 7% --~ ~ C--1 ~~' -~ cn g;IZ" C!!' ~ ' Ni-1 -2 TSF Nh--- 6 71 o2
- Z -
2 -.w
- =.._y
= Om -~~ 8 -16 TSF m m -i Z --l b m O O O'00 =2 -~~-_--g .0125 r y-m o o jo =
=
== mE -~ --~ - -7 ? 2 -C m I [e ( - (D 0,s 1.0 to 100 8666.015001 E0 10 100 s 05- .0120
- 5 3 -1 y
~e 2 TIME IN MINUTES TIME IN MINUTES O M m < (f g. e IT1 W r e r.s e ne
O O O y g g p i,1 1'- g =
- -M m m 9 4,1 F' =
F C ZZ @ M m, +- 7 g::::- 1 T iZ .: ii CO N i i i 1 ,r y+++j. g
- <*+4Q s
+
- r -+--
i e m 1 r i i i 1 i e ih4 +- yl -i 'i!! W 1 3 1, i M 4 4---- --+ -4; 3 1 e e e x ++t f ***:+ E -g 11: it1 7
- H 1
i i 1 i 1 1 ~~~
- J:
e W 1 fi f: a> ii ;[ a -i: a z i i l7~ . 57 ~ E i i u i ;' u m l . i:
- ~
- i-
!g'i. g :. ' ' ' -w_,.#i' 1
- ;i 1 1 :
.i1 z 4' - : 1:
- ii:
1 1 i m O 'o o' o' O g n O O O o OO e O o O OO O o O N O N O N o N O N O N oO N O N O N o 8 8 8 O O 8 8 8 8 8 o o. o O O o o o o o o O O O k Y ] I I I I 1 I I I I g *.!, f' 4+++. + - -- + + + H+.-4 6.+4+ a' ff. H p ++4+ m = i.. u 7 u w r n-r, e N e : 3 =: s e4 4 - m
- k 1
1 ~ kk I L ,h I i II I I ~.I 1-. ? . I : I1 I
- 1 :
I I I 1 1 i I 9 y qb.. x: . Im - 24 l i; .n4-H m w-.n m: '
- ++ f
- e
=
- m., i
- s
~+r-y . w: 2 1 1 i :
- .r :
I j . E:..i Ii 4',j,.
- b++Y ~
ix ,r %g1 !c A fwz#rm: h./ ; tan 1 - 44 n - e-; 1 i .r i ii
- i-1
.j gr. o 1 o g o 1 ~ m ~ O mg ~ O m 8 8 8 8 8 8 8 8 8 8 4 49 8 8 8 8 4 4 9 54 COMPRESSION IN INCHES COMPRESSION IN INCHES COMPRESSION IN INCHES 7220-C 79-17 1 SOIL DESCRIPTION: GREY BROWN SANDY CLAY (CLf CONSUMERS POWER COMPANY 0 SAMPLE LIQUID PLASTIC SPECIFIC MIDLAND PLANT UNITS I B 2 OiAulRIN. LIMIT 25 % LIMir 12 */o GRAvlTy 2 69 MIDLAND, MICHIGAN u: WATER TOTALUNIT VOID S AT U R A-SAMPLE CONSOLIDATION TEST E CON, TENT. wE;o,sT, gN, n,EgT, pgggygggggge RATIO Ti u. INITIAL 12.9 133.0 0.43 81 0.800 BORING NO. WI TEST SERIES FINAL 13.0 141.5 0.34 O.753 SAMPLE 5 N O. 995 DEPTH 2l.61-21.8' DATE M AR.1979 TECH. 4 h&Jtt GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER M% FILE 2190 CONSULTANTS IN GEOTECHNICAL ENGINEERING /}}