ML19344A356
| ML19344A356 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 02/29/1980 |
| From: | GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO |
| To: | |
| References | |
| 2190, NUDOCS 8008190558 | |
| Download: ML19344A356 (211) | |
Text
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SUMMARY
AND LABORATORY PROCEDURES Y Prepared for: Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan Prepared by: Goldberg, Zoino, Dunnicliff & Associates, Inc. 30 Tower Road Newton Upper Falls, Massachusetts 70po-C79 - / 7o -/ File No. 2190 February 1980 g n I ok M
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e-l- CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN DATA SUtHARY
. TABLE OF CONTENTS
- No. of Pages 1.0 Data Sumary 200 2.0 Laboratory Procedures 7 1
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'1 CO NE%ZCTJJ CUNNCLFF C. ASWATES,C i 79.20 079-16-1 i GEOTECHNCAL CONSLAJANTS
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SUMMARY
Reviewed by 4. MIDLAND, MICHIGAN
. ProjeCf No.-
Date - 3 ////U v 2190 Project Engr. D. Schulze Assigned By A. Marshall Dale Assigned Jan 1979 Required no oo r r-ed
*Z IDENTIFICATION TESTS STRENGTH TESTS CONSOL. . T3 o
- I I; Water Laboratory . Log
.- m .
Depth Sieve Ilyd & E* Io' 8 "' #co' Ec Foilure a-as s Strain ,,,
.C Content 200 2/4 d ,, y Cruerlo ,, 7 C tx 82 #2 II- %
yp. Soll Description mO .J o &o Test pef pef % 8 (rq A1 1 i o 991 Average total unit weight (22.0'-22.8') = 147.9 pcf Grey brown Sandy CLAY; n9 Tv = 22.1 9.7 fine grained soil of g~o 0.88 nt low plasticity with nO C 52I6 9.9 20 11 59 16 111.2 40-45% fine to coarse 7:j Sand and fine Gravel
~
g 22.6 12.6 Tvs 8.75 hf sizes, stiff to,very jp stiff consistency (CL) . E5
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CONSUMERS POWER COMPANY RGvi:w:d by MIDL AND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
, g ffj MIDLAND, MICHIGAN Project No. 2190 Project Engr. D.Schulze Assigned By P.K.Chen Dote Assigned 5/2/79 Required oo oo Oo IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. ..
* *I '*8' 7 k ; Water sieve Hyd s
. , , Torvone acor Fc Foilu r e a-a3 s S troin end (40 C or a Cnteria or T. C.
54 Content y,*h, Fm ** !4 '- h4 200 2p
' (:{ per per %
so
.ig p gription gg "Z 8.75-
.a 3 % % % a= Te st z-- AX1 1 g,75 1168 3 Brown SAND,-fine to .
_4g coarse Sand grains with M-less than 5% non-plasti c E_o ~ fines (SP). oO
-m C O 2
.-1 2 Brown SAND, fine to
~oAh AX1 3 iNO 1169 5 medium Sand grains with jj
-- 5-10% coarse Sand 0 5p grains, 5% non-plastic r> m fines (SP).
mm 2O 14.5-O AX1 5 16_n 1170 3 Brown SAND, fine to coarse Sand grains with m -1 10-15% fine Gravel size i, g$ less than 5% non-plasti : zE o fines (SP).
.o J8.5- Brown SAND, fine.to AX1 7 20.0 1171 4 coarse Sand grains with
~~ 5-10% fine Gravel sizes ,
less than 5% non-plasti :
-t m
>c fines (SP).
mE rg 24.5- Brown SAND, fine to my AX1 9 wa 1172 3 zy medi,um Sand _ grains with 10-15% coarse Sand . Io mn grains, less than 5% non-plastic fines (SP). Q{m
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- CONSUMERS POWER COMPANY Reviewed by
- LABORATORY TESTING DATA
SUMMARY
MIDLAND PLANT UNITS I & 2 f4gg MIDLAND, MICHIGAN Project No. 2190 Project Engr. ' D.Schulze Assigned By P.K.Chen Dole Assigned 5/2/79 Required Oo OO Dd IDENTIFICATION TESTS STRENGTH TESTS CONSOL. e orofory Log
.O 7 i Woler Sieve Hyd &5 E == Ton one r or d g e Failure a s- a3 Stroin Cmp *P or c "
jg E 4 Content , 200 -2p Yo eg ,, , c,6:erio ,, r Soil Oo.cripilon py ' '
- MZ 30.0-II-
_s o % */o */. PC
+
i1a y , ,, psf psf To 88 "g 2, - 5 AX1 11 H_5 1173 3 Brown SAND, fine to medium Sand grains with E_O 10-15% coarse' Sand o O and fine Gravel-sizes, m less than-5% non-plast ,c. oz M2 '.i b . 0- -- - fines (SP). _QO AX1 13 37.5 1174 6 Brown SAND, fine to y medium Sand grains g with 5-10% coarse
>g Sand sizes, 5-10% non-r> m plastic fines (SM-SP) .
mm zO 39 9 og AX1 14 jo.5 1175 8 Brown SAND, fine to Z medium Sand grains with m mm 5-10% coarse Sand and 3 _". fine Gravel sizes,
$2 5-10% non-plastic fines (SM-SP).
AX1 16 45.5 1176 7 Brown SAND, fine to CC medium Sand grains with 10% coarse Sand gw sizes, 5-10% non-dc plastic fines (SM-SP). m sl: mj AX1 18 525 I 0 1177 6 Brown SAflD, fine to 2$ raedJum Sand grains ko m 7: with 10-15% coarse Sand sizes, 5-10%- non-plastic fines Q{m (SM-SP). a m N I 7220.C79-16-1
CONSUMERS POWER COMPANY I , wad MIDLA D, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Project No 2190 Project Engr. D.Schulze Assigned By J.Wamsvic Date: Assigned 5/3/79 Required "
'h o Od*
IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. Laboratory Log 2I -= orvone cor e Foiture a-a3 mO '7 o; Water Sieve Hyd 4;s * , Criteria s S t ra e.n C and
;C jg E g *'
, Content . 200 2p
, [:- 7,', ,
S oil Description
-t 23 8 E .88 Z II'
.J o */o */o */o as o Test #" 8"' '
~ 42 AX4 3 54 0 1189 4 Brown SAND, fine to' -
mg medium Sand grains witti 2 ,o 5-10% coarse Sand and. fine Gravel sizes, oO less.than 5%'non-plastic mE fines (SP).
.$ 2 mo or 2k o
AX4 7 53h70
$ 1190 3 Brown SAND, fine to medium Sand grains
- C)> with 5-10% coarse m$ Sand grains, less
-2o than 5% non-plastic gg-i fines (SP).
m
'm$ 58 5-3 _. AX4 9A in_n 1191 7 Brow. SAND, fine to mediura Sand grains with 5-10% coarse Sand grains, 5-10%
non-plastic fines
, (SM-SP).
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CONSUMERS POWER COMPANY W M10LAN9 PLANT UNITS 18 2 Rab;d W MIDLAP.D, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date A/s)/n//- Pr: ject No. 2190 Project Engr. D.Schulze Assign.ed By J.Wamsvic Date: Assigned 5/3/79 Required Oo ID ENTIFIC ATION TESTS STRENGTH TESTS CONSOL. oo *Z Lahorof ory ' Los 2r
* ;, Torvone acor &c FoHure &s - 63 Stroen e r.d mc ,
' (- I*
3: Water L Sieve Hyd 4, E Cnteno C S oil D escription .. p, g C Content ; 200 -2p y , . y$, _, .. E, g
. ... a _
,. s p ,
.. ,e s, ..i ... s ,
'>O
;2~N AX5 q
1 [7;fg 1192 5 Brown SAND, fine Sand grains with 10-15% ay medium to coarse Sand 3,o grains, 5% non-plastic
- . o o fines (SM-SP).
mn Or
' AX5- 10 606 b 5 I193 7 Brown SAND, fine to medium Sand grains ,r00 $ with 10% coarse Sand
- gg grains, 5-10% non-plastic fines (SM-SP).
oo i m~s >1 m
-m#23 'E E O9 TK - -i tn bC (D E
-r E m> iz 23 4 C
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CCNSUMERS POWER COMPANY h MIDLAN LAN "' I R wed DLAN9, MICHIGAN
, LABORATORY TESTING DATA
SUMMARY
g, p Pr3]ect No. 2190 Project Engr. D.Schulze Assigned By J.Wamsyte Date: Assigned 5/3/79 Required O6 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. O ** Laborolery Los
' 2 f~ e
*; Sieve Hyd Torvone acor de Failure a s- a3 Strosa and mo ? g-Wofer 4, -
E~ "'"' S eal Description
'C 3g E g 2O content 200 -2p ,,, g- Ty e psi - 0 eE en Z f t. ;g og e. o y , ,, psi 84 43 e4 e4 DO 40.0-AX6 8 41,5 1194 6 Brown SAND, fine to ;d.y medium Sand grains.
ag with 10-15% coarse E.O Sand grains, 5-10% oO non-plastic fines.
'M 2 .
O (SM-SP).
-t 2 mn or 25 zm na D
rm D mm 2O oo E 5; mM mm
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CONSUMERS POWER COMPANY . (/ y N
""""' '82 LABORATO9Y TESTING DATA
SUMMARY
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- Project No. 2190 Project Engr. D.Schulze_ Assigned By J.Wamnyle Date: Assigned 5/3/79 Required
'o o fe ID ENTIFIC ATION TES?S STRENGTH TESTS CONSOL.
$o C (D --7 i Depth h.. water LL PL Sieve Hyd r., ,
Ya e.: Tonone acer &c Foiture o, e,, ,i e ,i o a, - a3 strain cc/ '***h' ad 54
- content -200 2p ;g S eil De scription -
r- m ez of, ,,, 7,,, psi psi % 7 ,* _q m . ia z r e.
.s 3 -% % % a. r.,,
>Q 35 2 *N AX7 7 g jgg 4 Brown SAND,. fine to
.in9 medlura Sand grains 2 with 5-10% coarse Sand g~
o and fine Gravel sizes,
.g 'm C
- less than 5% non-plastic o fines (SP).
.m o O f" T. ~~
2 ,g 00 D I (Dn m In 2O
-oO ~ E ~D md mM - M .'" 'E E o ,0 s
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CCNSUMERS POWER COMPANY Rcview:d by ,
- MIDLAND PLANT UNITS 18 2 LABORATORY TESTING DATA
SUMMARY
'#/8/7't,f
. MIDLAND, MICHIGAN Date Pr: ject No. 2190 Project Engr. D.schulze Assigned By J.Wamsvic Date: Assigned 5/3/79 Required IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
OOp Po - Laboratory Log oz
*; Sieve Hyd 4
- I'88' #c 8' EC I8i'" # - a3 Strain 8
ond o - Water r Cntnia C C G7 5- $. Depth
$4 Content N %
-200 -2p P'I f5
** y#E' ,4
- 88 Seil Description I$
g .M E EE f f. *g og e4 sy, y psi psi DQ v. . u- Brown SAND, fine to 2 "N AX8 2 25.5 1196 4 medlum Sand grains mo 2 with 5% coarse' Sand
- g- and fine Gravel sizes, oO C less than 5% non-O plastic fines (SP).
m$ mn or lIh 5 t-) AX8 6 D i[~s 1197 5 Brown SAND, fine to medium Sand grains D D with 5-10% coarse Sand and fine Gravel m" 20 m sizes, 5% non-plastic iines (SM-SP). 9h m -i mM "D .M EE G9
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, i CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 'l 8 2 Redewod by ,
MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date
/#/' U f, " '
Project No. 2190 Project Engr. D.Schulre Assigned By 1 Wamsvic Date: Assigned 5/3/79 Required - hhg- Po oz
. IDENTIFIC ATION TESTS STRENGTH TESTS Tonone agor og Foilure CONSOL.
La borof ory Leg O
- I e- Water S i e ,q, Hyd 4 ., a-as s Strain Jnd '
'.C m $. , E .
Depn
$h content 200 -2p
$5
' U"E' S eil Description .
pg ;e a t i. g % % a ::: yy ', ' ,' .i nei % ** a AX9 29 3 50 1198 5 Brown SAND, fine Sand mp grains with 5-10% g,o medium to coarse Sand and fine Gravel sizes,.- a o 5% non-plastic fines mE ,
$2 mo (SM-SP).
o t-AX9 7 4k5 1199 4 Tsrown SAND, fine Sand O ID grains with less than [g 5% medium to coarse mm Sand grains, less than 5% nor-plastic fines 2@ (SP). g3 mM
.m m 2 .m EE oo tc
-4 m DC
-m z rz
., m> z= C 4
'zo mm m r-2>
m
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m
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i. 7220-C 7916-1
CONSUMERS POWER COMPANY MIDL AND PLANT UNITS I a 2 - LABORATORY TESTING DATA
SUMMARY
Reviewed by e' 054
- e' MIDLAND. MICHIGAN Date Mh'/M ProjeCf No. 2190 Project Engr. D.Schulze Assigned By P.K.Chen Date Assigned 5/2/79 . Required oo Od . IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Z r- * *z Laboratory Les mo * . : 8 I; Water - Sieve Hyd JP
, Torvone a or &c Failure g Es - sJs Strain end C2p g g ,
Content -200 2p d ,, g Criterio or T' mz ., z f t. yy. . Sell Description
.-t m ,,, g .% % % a. = iese p*f p*f '/* *
?- 9.5-
*g 2
AX10 2 11_0 ll?F S Brown SAND, fine to coarse Sand grains
' EO with 5% non-plastic oO fines (SM-SP).
A C O 22 *
-t mn o r-I- 12.0-zy AX10 3 iL5 1179 3 Brown SAND, fine to o (9 coarse Sand grains D> m with less than 5% non-mm plastic fines (SP).
2o OO z> m -t mm
. AX10 4 M jd!O 1180 5
. Brown SAND, fine to o ,o medium Sand grains wit i 10-15% coarse Sand and fine Gravel sizes, H 5% non-plastic fines 2 (SM-SP).
-i
- 19 5-bg AX10 6 21 . 0 1181 3 Brown SAND, fine to rg medtum Sand grains m> with 15% coarse Sand
'z $ and. fine Gravel sizes, 50 a) ri less than 5% non-plastic fines.(SP).
m r-2 b m
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m
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!' -7220-C7916-1
CONSUMERS POWER COMPANY Rsview:d by- / MIDLAND PLANT UNITS I & 2 LABORATORY . TESTING D ATA
SUMMARY
gg. MIDL'AND, MICHIGAN 5/2/79 Project No. 2190 Project Engr. D.Schulze Assigned By P.K.Chen Date Assigned .. Required oo O4 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. .
.z c -- t.... . , , i. . .
c1 0 '* i I; Water Sieve Hyd E
, Torvone acor de Foilure a s- a3 Strain ,,,
'E ,, g Critetic ,, y C
.C E $ Content 200 2p E ;_ Sell Description
.gg g g y .
,m ax z f f. ,, g og og as a.
- Test **' P8f "A AX10 8 24 2 0 1182 8- Brown SAND, fine.to (n y medLum Sand grains E,o with 5-10% coarse o o Sand grains, 10-15%
pE fine Gravel sizes,
-t 2 5-10% non-plastic
$p fines (SH-SP).
I- 29.5-zy AX10 10 uo 1181 4 Brown SAND, fine to nO medium Sand grains with 10-15% coarse m an Ssnd and fine Gravel 28 s;zes, less than 5% non-plastic fines (SP) EK . m -i
- AX10 12 34.5-36.0 1184 11 '
Brown SAND, fine to 8 _.$ medium Sand grains with 5-10% coarse Sand grains, 10-15% non-plastic fines (SH-SP). 5
-t cn
${
rI AX10 13 3k5 11gr 4 Brown SAND, fine to medium Sand grains
"* with 5-10% coarse z2 Sand. grains, less than c<
Io 5% non-plastic fines as m (3p), m-r
- 23 p.
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7220-C7916-1
CONSUMERS POZER COMPANY Rsview:d by 7 - LABORATORY TESTING DATA .
SUMMARY
MIDLAND PLANT UNITS I 8 2
. MIDL AND,MICHIG AN Date d/"/"#
Project No. 2190 Project Engr. n.Schulze Assigned By P.K.Chen Date Assigned 5/2/79. . Required oo O, IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
- .- i.. ......, t.
z, uoc - .... :- r-.... <. e. r.ii-. .-> S ' i. t a a* . 3: c.. . . . , Si... , , , . ,' ... Cg 3, a, p q q- . oo .m w s
, , .gg g;. , c a-i. .r s cg- S., ........ ,
yg . 42
" Zh AX10 15 55 1186 4-
. Brown SAND, fine to
'u 9 medium-Sand grains y$ with'5-10% coarse
. ,o Sand grains, less
-mC
- than 5% non-plastic-
$z m5 fines (SP).-
o r-I- 4/.0-zl AX10 17 /4 R _ 5 1187 4 Brown SAND, fine to n medium Sand grains [og in us with 10-15% coarse Sand grains, lesa than
. 2@ 5% non-plastic fines ._gg (SP).
m -4 i mm 1 3-$ AX10 18 Sf70 1180 4 Brown SAND, fine to
-82 '
medium Sand grains with 10-15% coarse Sand grains, less H- than 5% non-plastic i C fines (SP).
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. 7290-C79 1
r CONSUMERS POWER COMPANY MIDLAPL PLANT UNITS 1 B 2 Revbw:d by M10 LAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Project No. 2190 ' Project Engr. D.Schulze Assigned By .I.Wamsvic Dole: Assigned 5/3/79 Required O STRENGTH TESTS CONSOL. oor Od IDENTIFIC ATION TESTS Labor *'*'F L89 ' $ o-
- 2- E: water Sieve Hyd
- T*"aa' #c o' &c Foitute a s- a3 Strain and Cm .E . -
E, Depth- j,. Content
' I*
^ 200 2p 4'
f5 ' y' ' Crilerie C Sei Description . -Q$ $$ % Vo ** poi EE f t. * ;;
, .% % % ES Ts t psi 2 *u AX11 4 10b5 1200 5 Brown [AND, fine _to coarse Sand grains N9 with 10-15% fine
'7$o Cravel sizes, 5% non-mC plastic fines (SM-SW). O 2 -
-4E mn O r- .
j 6 Brown SAND, fine to AX11 15 [ 'i 1701 R coarse Sand grains 8O
> with~10-15% fine r>m Gravel sizes, 5-10%
Q9 non-plastic fines (SM-SW). 2> mM
$. AX11 15 Brown SAND, fine Sand 37@n 17n? 7 grains with less than 22 G .o 5% medium Sand grains, 5-10% non-plastic fines (SM-SP).
g O. H" 42 Brown SAND, fine Sand gg AX11 17 0 1203 5 grains with less than tg m> 5% medium Sand grains, 5% non-plastic fines Z$ (SM-SP). Eo mm AX11 18 Of (5 1204 5 L rown S AND, fine Sand-grains with less than W
-1 5% medium Sand grains, m 5% non-plastic fines m
(SM-SP). m" 3 9x-6LS-OuoL
i < CONSva ERS POWER COMPANY MIDLAND PLANT UNITS I B 2 Ru,ard n h
.(p MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
pT/"h! Date ProjeCf No. 2190 Project Engr. n.Schutze Assigned By J.Wamsvic Date: Assigned 5/3/79 Required oo Oo IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. 2e . m= o.i,.....,, o..
.m o 7 I. *
- 2. Water L L Sieve Hyd 4, yd . T*' v e n e acor &c FoHure a -as s Strain and C jg E g $ Content 200 2p , (:-} y,*h, Cnterio C S eil Description
- -g a eZ ** z l '- a& % */. */. aa i i 'X"
- Tees b 45.0-2 .O AX13 19 49.5 1205 16 Brown SAND, . fine Sand :
8e g grains with 5% medium-
- E,o to coarse Sand grains, oo 15-20% non-plastic
$2
-e ??
. fines (SM).
mO Or I 2 T,3i AX13 21 53k's 4 1206 12 Brown SAND, fine to OD medium Sand grains Ny with 10% coarse Sand m un grains, 10-15% non .
$@ plastic fines (SM-SP).
.ED m m m*
2 EE G .O i-
. = = ..
. =t $'
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2 h C*
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~ CONSUMERS POWER COMPANY Reviewed by yh .-
MIDLAND PLANT UNITS I S 2 MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
A ffjg" Pr:fject No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required 3 Od
*=
IDENTIFICATION TESTS STRENGTH TESTS CONSOL. g :- ao e i -: wee., si... n,4 y !. r.,.... e..,s. roiior. o, - as Ser.i. L.bor. tory Log
-g 3g
==
a g O*" t '. ga c.. .ne ~
'- -2 -28 4.
j T,'. '" sei . D e scriptie. 32 == ., a % % % a. . T.., eer est % .
~
rg BR 1 1 16i ko 988 Average total unit weight (16.5'-18.8') = 132.4 pcf Yellow brown to grey 49 16.6 TV a . Sandy CLAY; fine
;$ 19.6 0.55 tsf grained soil of low 5 i 1 17.5 25 14- 51 18 LO8.4 P l asticity with 35-50%
n j 17.1 16.8 Tv.
- 0. 75 'S f fine to coarse Sand anc fine Gravel sizes, i 5 15.7 29 15 63 17 L15.5 U 'E [c 3300 3.0 stiff consistency (CL) .
.I n .ig 17.6' 15.4 Esc"),sg 17.6-ap 18.1 Save
- o "' 18.1 16.6 Mo',,,
i:O 15.2-l 18.7 Save
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CONSUMERS POWER COMPANY 8 MIDLAND PLANT UNITS I a 2 MIDL AND,MICHIG AN LABORATORY TESTING DATA
SUMMARY
Reviewed by f gA ProjeCf No. 2190 Project Engr. .D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required hh z f-Od
*2 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
Laboratory L ee . mo
- I- -
*; Water Sieve Hyd & 3. Torvone Fc or de Foitur e a s- a3 S tr.ain end C ED fg O"'" ," Content '
200 -2p d E; o c, a Criteria or T' g y . ' S eil Description
- D #Z ** Z II- _a g og, . of, e/o 8* psf psf % *
. Test BR2 1 12 i o 989 Averare total unit weight (12.5'-14.8') = 122.5 pcf Brown SAND; uniform E 12.6- 19.6 I"" *" E**'"' "'
z ,,0 pockets / clumps of oo 13.0 22.1 brown Silty Clay of m derate plasticity IN6 Save Average total unit weight (13'.2'-13.6') = 117.6 pcf m5 13.7 22.6 Tv: At 13.1' change to O.32tsf QC Dark grey or black 2$ ib1 Save Clayey SILT; fine oo 14.3 20.3 TV= grained soil of slight mm 14.3-14.8 Save to low plasticity (CL-ML) At 13.1' wood
$@ fragments noted.
Eg Organic odor, mm -t
.m""-
At 13.7' change to Light grey and brown
$2
- Silty fine SANL; uniform fine Sand grains with 30-35%
' fines of non to slight 6
plasticity (S11/SC).
-t m
>C (D E r~ E m>
2mi . C IO (D 71 m-r a>CD
-t m
(n
-1 4
-hi"ba.O* Odd
P A LABORATORY TESTING DATA
SUMMARY
ewed by GF4w M DL PLA UN S , MIDLAND, MICHIGAN , Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required no OO g IDENTIFICATION TESTS STRENGTH TESTS CONSOL. L' 'I bo E i o 3: water Sie,e Hye s a, Torvene acor Fe Failure a-a3 s Strein I I re
, "' 4 %
'#[ pct Ty e ,p
p, S eil Description
*'y
-4 BM 2 Hi (5 990 Average total unit weight (17.5'-19.2') = 137.1 pcf Brown Silty CLAY; fine "E wa grained soil of mod-17.6 22.7 l 80 8$' erate plasticity, very z.
_ O. 0 U 6- stif f consistency (C'.) oc 18.1 Save W= SamP l e is very blotAy O 2 18.1 18 7 '5' and highly fissured, m 18.1- breaks on slickensides. or 18.5 Save
- hh 18.5 18.7 [E*,,,
oo 18.6-
>> 19.1 Save 19.1 21.0 220 tst ee zu ,
m -1 MM E.* I 2 Co ,5 W L
-i M >C 03 E rE mp zM4
- C EO op 7s A r-3>
CD
-1 m
tn M 7220-C7916-1
CONSUMERS POWER COMPANY Reviewed by JM
~CIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
ggg MIDLAND. MICHIGAN * < Prrject No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required o *4 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
,g- *Z -
Laboratory Leg Ta o
~*
? i *E' '
e- water LL PL Sieve Hyd JPs " , , ervene g or c Failure a-F3 s Strein ,,g ig E g E Centent -200 2p d *r Cnterie y, . Soil D escription tm a= en = 88 at =4 =4 ax, P
- e. . y g ,, per per %
- 1.0- ~
qg G CL 1 1 9.5 973 Average total unit weight (7.5'-8.0')= 137.0 pcf Brown Sf C CLAY, E 7.4 12.9 Tv s Sandy; fine grained i,o 0 %nt 7,p , g soil of low plasticity
- 3E 7.9 12.7 25 14 69 26 125.1 till 1440 e 5000 15.0 with 30-35% fine to yz 7.9-R_0 11.0 Ty a coarse Sand and fine
-1 z 0.90 nf Cravel sizes, stiff yp consistency (CL).
C:5 Note: 7.0'-7.3' con-I '8 sisted of Clayey SAND
}m i of slurry consistency.
fl (A 20 2e
.e> '!- mM u
eE
*p te -< w - >C DE r 'I b ,a .
5-< l' O 07 , n ,- U> m
-t ITl m .,
-1 m
3 7220-C7916-1
s f N M DL PLA UN S S LABORATORY TESTING DATA
SUMMARY
Reviewed b MIDLAND, MICHIGAN ' Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Dole Assigned Jan 1979 Required
-oo oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
un O CW 7 $ " Water Sieve Hyd &
== I8'vanelag or Fg Foilure a-as Strain * *' I *I
~g g E g
, Content 200 -2/4 d ;] o ,, a Crituia s
,,7 C '",
w as *E <a z 8 '- aa *4 % % == Test est per 'A ** S eii 0eectiptien 12 m-CL1 2 i o 974 Average total unit weight (12.5'-13.6') = 140.5 pcf Grey mottled brown 12.6 TV : Clayey SAND; fine to Eo . 13.1 o o ,,,
- coarse Sand grains oO mz i(1 Save with 35-45% fines of 13.1 yy, low plasticity, soft
-g 3 10.4 too tsf mn 13*2- consistency (SC) or 13.6 Save I :;;
Em At 13.1' change to Grey mottled brown y r, m Sandy CIAY; fine mm grained soil of low
-2o Plasticity with 40-45%
oo 2> - - - - fine to coarse Sand grains, stiff to very
~$m stiff consistency (CL)
, . 23." 25 o0 , N I i: h
. -t m
>C mI rg m>
2 23 i C Io 03 ri MF
- 2) y CD
~
m 7220-C79-16-1
CONSUMERS POWER COMPANY ' Reviewed by M MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
g fj MIDLAND. MICHIGAN - Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo I oo Ud IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. mO C 7 ( 8
- Water Sieve Hyd #s d E*
(; Torvene or
&cor e Failure a*F3 Criterie s Strain C
8"
'I 'I gm 55
** !d
, Content 200 2p y, .
g, a or T.
--t 2 a& 'X. % % ao Te.l pai est 'Xe ao Z- 18.0-CLl ' 3 Average total unit weight (18.0'-18.6') = 143.4 pcf - "g ig_s 975 Grey-brown Sandy CLAY; 2 18.1 9.8 . ,
fine grained soil of 2.0O 18.2-
- low plasticity with g 18.6 Save 35-45% fine to coarse Sand grains, very y
-O[z stiff to hard consis-or tency (CL).
29 b 1 no I (>A mm 20 99 z> m -1
~ ^ x (n s~s 0 0
, N.~
>C CD E rg mp 2 N3 C
EO (D 71 M F 2> CD
-t
'm m
7220-C79-16-1
I CONSUMERS POWER COMPANY Reviewed by 'te MIDLAND PLANT UNITS l B 2 LABORATORY TESTING DATA
SUMMARY
y,g MIDLAND, MICHIGAN ' Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required O oh O4 IDENTIFIC ATION TESTS STRENGTH TESTS cONSOL.
$o 'o 3,
(5, - a8aa p
. Weler c...e.,
'g q Sieve aoo .Hyd ss
% gg
, orvone g;,
cor c Feiture c it <i-a-as s
.n S, rein cg.
8 M 888tr
,,g 80 s m.,. a, , ,,, o e . . ,,,,i ..
f.==
-= - .. o s m. T e ., .., .., s 22.5-
~ 2g CL 1 4 ?a_n 976 Average total unit weight (22.5'-23.7') = 136.4 pcf Grey brown Sandy CLAY; Iz z.0, 22.8 11.8 oMiss Une grained son of low plasticity with o O 23.1 13.6 40-45% fine to coarse
$z
-4E Sand and fine Gravel-sizes, soft to stiff
*O n consistency (CL).
19 At 23.1' change to
>3m r
Brown SAND, uniform fire-Sand grains with clumpo/
$o pockets of dark grey or 'OO brown Silty Clay of Z$ m moderate plasticity 4
and dark grey Sandy m$ Clay. zz
.9 N .
g m'- -
.c rr e ,
m> z2 C< EO m ,i
, m r-3>
; e
-4 m
m
-t . m i 7220-C7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by 44 'd MIDL AND,MICHIG AN g g Project No. 2190 Project Engr. _ D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required OO
.oo Od
*Z IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
~ b g- o
- I I Water Laboratory Log
#c #c Failure a-as Sieve Hyd & I*8"'
Cm 'E . E Dean 54 Content -200 -2p d Eg
=
'r
,, g CrHerio s S t~ min C and h$ $ ,,7
$E. ' f f. jg 84 84 e4 PCI g* '
psf 88 Seil Description
>o psf 84 Z~ 27 CLI 5 2 5 977
-#g -
Average total unit weight (27.5 '-28.4 ') = 138. 7 pef Brown Sandy CLAY; fine Tva
' R-b 6 17.6 grained soil of low oo 25 Save 113 tsi plasticity with 30-40%
28.1 mz 28.3- fine to coarse Sand
$z mo 28.4 10.0 grains, very atiff consistency (CL).
' or I:;; EM From 28.1'-23.2 ' depth O Brown SAND; fine to r m coarse Sand grains
-@$ with less than 5%
OO non-plastic fines (SW) z>
$m From 28.2'-28.4' depth
- o M Brown Clayey SAND;
'2 fine to coarse Sand grains with 35-45%
fines of low plasticit) (SC) tc w
-t m DC me rr mu
' z= C i eO mn mr 2, ..
-t l m -
m
-t
,I - r I i 7220-C79-16-1
~~ "~ '~~ ~ ~ '
Rcvi:wed by 4'/ CONSUMERS POWER COMPANY LABORATORY TESTING DATA
SUMMARY
fgjfjy
- MIDLAND PLANT UNITS I a 2 Date g' MIDL AND,MICHIG AN ' -
2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 ' Required Prrject No.
.h Od o2 10ENTIFICATION TESTS STRENGTH TESTS Torvons acor ag Foilure a s- a3 Strein CONSOL.
Leberefery Leg
,,g 3 #* 'ho
- ED E.
$. Depth
$; Water Content LL PL Sieve Hyd 200 2p Yd Ej of .
Criterie C
, g,_
% % **' E$ s,l **
G$ $E EE f t. *g % % per est %
> G)
CL 2 7 i 0 978 AveraFe total unit weight (10.5'-11.4') = 137.4 pcf Grey mottled brown {N 9 TV s Sandy CLAY; fine
@g 10.6' '10.4 i30 :st grained soil of low
' 0 Pl asticity with 40-45%
lb1
~
aC 12.4 20 12 59 21 126.6 .UU }440 < 1150 15.0 C Tv s fine to coarse Sand and 11.1 10.7 n]
] fine Gravel sizes, 3 4o ,,f stiff to very stiff ."p consistency (CL) c :;;
- n -
w r>
- g
.nm O
2e E> n -< m i e. n* 5
->E g w
O , . .i cm sc m 1>
. :o 3 .<
- o
.:n i r-ly
-1 m
.m
-1
- m 7220-C79-1 h-1 i
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by b.e
,gggg MIDLAND. MICHIGAN * "
Project L. 2190 Project Engr. D. Schulze r Assigned By A. Marshall Date Assigned . Tan 1979 Required
'no 3o Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
O '7 i ; Water Sieve Hyd Ji'*
- m. Torvone acor Fe Foilure a-as s S8'ain * ' ' I "
}g E j$ Content Yd Criterie en E g"q E g 2OO -2p Eg 8' gr a ,,7 C
"* *Z - 33 % '*'
_ s ot 28 % % IS Te., psf est % ee
$~g CL 3 1 7*k5 979 Average total unit weight (7.0'-8.0') = 135.9 pcf Crey brown Sandy H-TVs CLAY; fine grained Eo 7.2 14.8 0.75tsi
~ soil of low plasticity aO 7.4 13.4 T o ,,, with 40-45% fine to yz
., z 739 .ui coarse Sand and 12.0 22 13 57 21 2.71 124.1 36 fine Cravel sizes,
$f E:
firm to stiff consis-E '5t tency (CL). 20 > ., (O U (A EO
.70 b>
rl -t i= 2 9 4
>C DE
~E
'I b
. 23 3N "O
DM O f"" 3> 05
-4 ID (n
-t
. (n 7220-C79-16 1
CONSUMERS POWER COMPANY M MIDLAND PLANT UNITS I a 2 LABORATORY TESTING -DATA
SUMMARY
Reviewed bkg MIDLAND, MICHIGAN ProjeCf No. 2190 Project Engr. D. schulza Assigned By A. Marshall Date Assigned Jan 1979 Required oo oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
* '#*' ' I u) O 7 i Water Sieve I +*ys s, ., Torvono acor &c Failure a s- a3 Stroin ,
Cm E Depth E ;_ o c, g Criteria C g Content -200 2p or T. m eZ y .
'Hm mz f t. ,,,, g' g g P ao y paf psf % 0 >o Z'
_, g CL3 2 "i4!0 980 ' Average total unit weight (11.5 '-12.3 ') = 141.1 pef Brown Clayey SAND; fine m- Tv . to coarse Sand grains 11.6 11.2 y'o 8 l'5f with 35-45% fines of oo ll if2 Save low Pl asticity,-stiff to very stiff consis-mE tv .
$z mo 12.2 13.2 0.7 tsf tency (CL).
oF I~ m bM o cp I un m u) ZO O 9 2> . m -1 mA 2 *U) 9 N u
-4 un >C 03 E
-r g m> Z 3 C i IO mm AF 3> G:
-1
'm up
~
-1 l
7220-C79-16-1
n CONSUMERS POWER COMPANY Re'i'"'d bY MIDL AND PLANT UNITS I a 2 LABORATORY TESTING DATA.
SUMMARY
jg g MIDLAND, MICHIGAN Date_ , Pr: ject No. '2190 P' roject Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required no Od oo IDENTIFICATION TESTS STRENGTH TESTS CONSOL. O ? ( 8 Water Sieve Hyd s* d Torvono or acor Fg Foiture a s- a3 Strain or g Criterio C
*8 9m **g E g
I '- Content . 200 2p E -] ,, 7 eo
}g 3% % % % '*' ES Test **f psf %
17 0-Zg 4 CL 3 3 19.5 981 Average total unit weight (17.0'-17.7') = 138.7 pcf Brown Silty CLAY, 17.1 19.3 [hi,, Sandy; fine grained E- 17.2- soil of low to moder-Q 17.7 18J -30 14 74 34 ate plasticity with 25-30% fine to coarse 3$ jg 17,7 16. Sand and fine Gravel gr sizes, stiff consis-tency (CL). eQ 3 (p 3> M nm
.EO 39 e>
ry H nm 55 . im -- aC DE
~E ri y
, 23 5O 3n 1F
,' 3>
m H 1 m m ,
-f M
s 7220-C7916-1
em.. CONSUMERS POWER COMPANY Reviewed by MIDL AND PL ANT UNITS 1 & 2
. MIDL AND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
4 g '*" ' ProjeCf No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Dale Assigned Jan 1979 Required oo Od ID E NTil'C ATION TESTS STRENGTH TESTS CONSOL. O 7 i Depth Water Sieve flyd E s e, Torvene acor Fc Feiture a-as s Strein ond Cm ]g g Content 200 2p E * ,, g Casteria or T C m = yyp.
-t 'U eZ ma f f. , , , of, of, of, P
&a psf psf % 08
>" 22.5-Z- CL3 4 Average total unit weight (22.5'-23.7').- 144.3 pcf 25.0 982 Brown Clayey SAND;
$g2 22.6 11.6 we 0 9
fine e arse Sand 2 0 22.7- and fine Gravel sizes o { 2 g_i gave with 35-45% fines of
@z Tv:
low plasticity, stiff g2 2 c nsistency-(SC). o r- 23.7 Save - x- Tv = At 23.3' inclusion of z@ 23.7 9.5 2.3 tst brown Silty Clay of am moderate plasticity Ng (CL). mm zO
*e z>
m -i mm 2
- z5
*o . = -f m >C =r rr m>
z2i C eO wn mr 2> w
-4
*m m
-1 (n ,
7220-C79-16-1
CONSUMERS POWER. COMPANY Reviewed by
- MIDLAND PLANT UNITS I a 2 L ABORATORY. TESTING DATA
SUMMARY
Afg/jy MIDL AND,MICHIG AN < -- Project No. 2190 Project Engr. _ D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required O oo ed
.=
IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
~zc I Torvene acor Fe Failure a*F3 Strein i...... .r, t.,
mO Depm *% Water Sieve Hyd & =h s
.nd CW g g content 200 2p d _
* ,, , Criterio ,,7 C yy.
y2 az wz f t. .s 3; % % % a, o y , ,, per per % .
>o (N 'm O CT 1 *h~3 163 Average total unit weight (0.8-2.3') = 137.1 pcf Tv Brown Sandy CLAY; fine grained soil of 1.0 13.6 Eo 2 30 sf Tv s low plasticity with oO 1,5 9,9 0 50 ,,, 40-45% fine to coarse mz Tv = Sand and fine Gravel Oz 2.0 10.4 s 20 est sizes, hard to firm Qp consistency (CL).
I: 2 ;; M From 1.4'-1.8' depth Pocket of brown SAND, O@ s fine-to medium Sand r$ grains with less than Q$ oo 5% non-plastic fines (SP). 2> m -t mm am - z5 o .o u am
>C =r rI C my .*
z= C N EO mr L 2> W . . -4 2 m w H w 7220-C79-16-1
CONSUMERS POWER COMPANY I MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
/ 8 D I ' "
V ' Project No. 2190 p,, jeCf Engr. D. Schulze Assigned By A. Marshal 1 00te: Assigned 9/17/78 Required No Oo IDENTIFIC ATION TESTS STRENGTH TESTS. CONSOL.
$o c- m 3"
i a Depth water Content LL PL sieve H,4 r. , 200 .2F Yd EI tor,ane of acor &c Failure Criterio at - as Strain Cc /
#,'~88 S eil Description
' g.- m o
- 8' Z a4
#Z II- so */o */, */o
g E' :$
Type y,,, psf psf */o f8 0 2" CT1 '- 4 17gI6 32 Average total unit weight (17.0'-18.0') = 144.1 pcf Brown Sandy CLAY; fine m Tvs grained soil of low 2 17.1 11.7 15 af plasticity with 40-45% [ goop m2 iN4 10.8 24 13 60 25 2.71 124.S Tv= C- ~M fine to coarse Sand and fine Gravel sizes, 17.4 10.1 .$2 > 2.s tst
"' 0 5% 14500 15.0 very stiff to hard consistency (CL) i 0 9.3 23 12 60 22 130.5 UU 2592 zm 2m CT1 7 Average total unit weight (27.0'-28.2'1 = 137.0 pcf Brown Sandy CLAY; fine QL 27075 5 33 grained soil of low to rm mm 27.1 20.0 ,TV:
.4 ,sf moderr.te plasticity b ih!6 13.8 30 12 65 119.4 TV, U #'[*x 3883 6.1 -
with 35% fine to coarse Sand and fine Gravel 2> . sizes, very stif f con-17 tsf
$m sistency (CL) 3m 27}kI2 9.2 18 11 55 23 2.72 133.1 C At 27.6' change to 22 28.2 10.4 op park grey Sandy Clayey SILT; fine grained soil of slight to low plas-C~
ticity with 40-45% fine 4N to coarse Sand and fine Gravel sizes, very stifi
-t m consistency (CL-ML) mh rg my Browri Silty CLAY, Sandy; 2$ CT2 5 22b5 2 34 Average total unit weight (22.0'-22.7') = 138.0 pcf Tv- 8'^di"8
- 8""d' ^
EC) 22*2 22*3 I 4 tsf fine grained soil of mm 1 w to moderate plastic-.
$5m isis 15.0 32 15 78 TV, ity with 20-40% fine to 22.7 14.8 7 2.5 tsf coarse. Sand and fine q
m Gravel sizes, very stiff to hard consistency m (CL) 7220-C79-16-1
. CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I O 2 RsW:w:d by LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN gate /. /. # / y [
. Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dote: Assigned. 9/17/78 Required hO O Od oz IDENTIFIC ATION TESTS STRtNGTH TESTS CONSOL.
'2 I Is - Water Laborofory Log Sieve Hyd 45 Torvone &cor og Failure a-as Strain
$o
. , , s
- 5. c and ED E . '#I*
)* Content LL
-200 -2 . Yd g or c,iterio
,g ,,
Q$ $E EE f t. *3 s %
*/i> %
**' ES P I Y' Te i
>Q zh CT2 7 27kTg 3 35 Average total unit weight (27.0'-28.2') - 140.4 pcf Grey brown Sandy' CLAY.
Mo 27.1 17.7 Tvs to Clayey SAND; fine _2 oil ts f grained soil of low
'o 273!7 2 13.3 20 12 57 120.4 U "' ' #
Ax 1027 11.4 plasticity with 45-55% mC 2 TV, fine to coarse Sand-0 27.7 12.1 0 56tsf grains, soft to very h 27 g2 12.0 26 12 48 19 2.72 127.6 C stiff consistency yj 28.2 9.4 }Q ,,,
- no D>
m$ CTS 5 ikIO 36 Average total unit weight (22.0 -23.3') = 138.0.pcf Grey brown Sandy CLAY;
$8 -
22.2 14.7 Tva i 15 tsf fine grained soil of low plasticity with m }N7 12.8 20 12 51 116.2 If "' _ b x 904 2.8 - 40-50% fine to coarse S .'"- 22.7 9.1 [5V'g, Sand and fine Gravel gg , 22373 3 8.4 21 12 59 19 2.73 129.2 C sizes, very stiff consistency .(CL) ' BT8 1 37 12h75 1 Grey to grey brown Silty CLAY, Sandy; fine 4 cn grained soil of moder-
>c ate plasticity with fl m>
20-25% fine en coarse Sand and fine Gravel 2$ size's (CL) EO (D 75 m r-
"U D (D
-t m
(n
-i (n
7220-C 79-16-1
i CONSUMERS POWER COMPANY Reviewed by do MIDLAND PLANT UNITS 1 & 2 LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN Project No. 2190 Dat* - N8H - Project Engr. D.schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo Od IDENTIFICATION TESTS STRENGTH TESTS oZ CONSOL. hr-o
- 2 Depth
= water Sieve Hyd ss .m Tonone agor Fe Foilure a-as Strein Laborofory Leg C G3 E- E gy; LL PL yd E] #f
,, g Criteria s
. or T C ,,,
$ IE EE. f t. *h % % **' 'S
- y m uj g
% % % T f per per % ao N CT4 6 }O 164 Average total unit weight (22.5'-23.2') = 143.4 pcf Grey brown Sandy CLAY; m9 ~ -g 22.7 12.5 Tv a 2 0 tsf fine grained soil of low plasticity with 0
c 2 2 13.9 25 12 63 22 126.f CIll 640 mn 11R00 4.9 23.2 d eCa
]z mn 12.2 sizes, hard consistency OC (CL).
z1
.ao ?m>
m in 2O 99 z> mH mM 2 O zE
.O A
d (n
>C ,
G3 E FI m> 2 i2 C EO un a M l'~ 2> 05 d
'm .
tn j 7220-C79-16-1
r .
~
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Redw:d by g g~ W MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
# .I b 11 d cote
- Project No. 2190 Project Engr.- D.Schulze Assigned By A. Marshall Dole: Assigned Jan 1979 Required OO
- oo : ,e IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
L. .,.i.,, L ., 2 'o~ - 2- 3- w.i., si... n,a 4 . T.,.... o, ., F. roei.,. o, - a3 s i, .i.
$(D $. E .
D.pth g3 L t. PL
-200 -2p b5 y ', '"* S .il D.scription EE *E f f. *g og *4 %
4 4 pc8 -a y , p.6 psi o4 e.
.Q[$
z CTS 3 l>i{0 165 Average total unit weight ( 15.5'-16.8') = 138.7 pef Grey mottled brown m9 15.6 16.3 Tv = - Sandy CLAY; fine
- 2 i4 tse grained soil of low-
** 15 o i 1 ave P l asticity with 40-45%
mC oy 16.1* 19.4 Tv : 8 2 tsf fine to coarse Sand and fine Gravel sizes,
- 16. very stiff consistency Save yq (CL)
E 'i oO Includes pockets of [g brov.s Silty Clay of m :n moderate plasticity 2@ and .few thin lenses y5 of fine Sand, m ~1 ' mM
- n ." ,
2s a .o u
~.; ; -i m >C =z rg M>
2 ;U
- C*
Eo m ,i mr 23 b
=
-i m
-1 w
I 7220-C79-16-1
. . . _.__ .. _ - . _ ~ . . ..- --
C CONSUMERS POWER COMPANY 42* MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by/ gjg MIDLAND MICHIGAN * - ' Project No. 2190 Project Engr. _ n.Schulze Assigned By A. Marshall Date . Assigned Jan 1979 Required o$ 0d - IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
$o
- i "**'" . water Hyd X, e Torvone acor &c Foilure a-a3 Strain * ,' I *I p=
s Y4 gg 1, 1,
-= , p c......
- v. 't ;" . .oo Sieve
.y s v. .,,
;g g;,
- 1. ,,
c,a -i-
.. r
,,, v.
cy. S . ,, . . . . , , , , , . . (g CTS 6 2jb 166 Average total unit weight (23.0'-23.9') = 131.8 pc: Dark grey brown Sandy z 23.1 21.7 CLAY; fine grained z _O 23.4- soil of low plasticity GE 23.9 11.6 19 11 52 18 with 45-50% fine to coarse Sand and fine y O[z Gravel sizes (CL). o r- From 23.2'-23.3'. depth yj
~
dark grey and brown ng fine SAND with less
> than 10% non-plastic
[g> fines (SM-SP) zo _O. 9 z> mH mm 2 z5 o ,o C.C C
-i m
>C mK rI m>
z2 C i EO cp n
, m r-2>
-4 m
in th 7220-C79-16-1
f , . .
- CONSUMERS POWER COMPANY.
LABORATORY TESTING DATA
SUMMARY
Reviewed by ibl _ ' MIDL AND PL ANT UNITS 1 th 2 fg, g.
- MIDLAND MICHIGAN Project No.~ 2190 Project Engr. D. Schulze Asstgned By A. Marshall Date Assigned Jan 1979 ' Required
'o*
O Od
- 10ENTIFICAT10N TESTS STRENGTH TESTS. CONSOL.
L***f *F
'$ r- o
- i- Depm 3 water Sieve Hyd #,. 4m Totvene acet a-c Feilere a-as s Strela ,,,
L *G C G8 i . 2I 22 E .
$* Content '% k. 200 2/L d. Eg
- CrHwie Cc[ g,gg g,,c,g p ,y,,
49 r e. - *g
, 3 % .g g F5'- 2
[M ,.e. ,.e % / **
-Do 2
CT 6 2 ih,Io 167 Average total unit weight (14.5-16.5') = ~ 141.9 pcf Grey brown Sandy CLAY; , 88 - Tv* 14.7' 16.5 fine grained soil of
- g'g 0.10 est low plasticity with oO ik 2 13.1 22 '11 54 18 2.70 122.5 35-50% fine to coarse m
Oz _ 15.2 10.5 Tv = 0.3s tst Sand and fine Gravel sizes, firm to stiff N,z lh77 13.0 z :;i 24 12 51 17 125.2 CIU h[n - 4860 6.0 consistency (CL). 15.7 Tv = Includes pockets /in-
. z_ m 12.9 o.70tst
# clusions of brown Silt)
O( i4 13.7 22 13 66 20 121.5 CIU 4320 - 6560 4.6 Clay of moderate plas-
"8~ m mm 16 4 13.2 T,oo V =,,, ticity (CL).
zo
'z>
ee m -1 mm m.* . zs
*a .
u
-1
-4 m bC
,= rr ,
m> f 2=i - C rO
-e, m t-2>
t' m
/
;m m
a 7220-C79-16-1
)
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I O 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by Q[ff"4 MIDLAND, MICHIGAN Dote 11 b /1 Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date: Assigned .lan 1979 Required hO g-4- IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
.I Laboratory Log o .
- Depth Water Sieve Hyd 4
, Trevone acor de Foiture a*F3 s S 8'ain C ED $- @. LL PL
-200 '2p -
!E y '
r Criterio C and Seil Description
$$ EE % %
Q$
>O f '- t % % %
ES T l psf psf % '8 2 *N CT6 3 Ali (5 168 Average total unit weight (17,0-18.4') = 137.9 pcf Brown Sandy CIAY; fine M9 2 17.1-25.1 Tv= grained soil of low 17.2 _ oo8 kf plasticity with 35-40%
~
oo C 17.3 13.0 $ ,,, fine to coarse Sand m2 17.3- ge s grains, stiff to very O 37_g 13.6 23 13 61 23 122.7 CIU 8640 a[/mgd 9400 6.1 stiff consistency-my 17.8 17.6 OY7sist (CL) I:5 17 8- have Inclusions of grey 2 vi 1R_1 Silty CIAY of moderate OO plasticity noted Ng (less than 10% of m tn total sample) 20 GO ED m
$m 2
EE O ,0 C: u
-i th bC (D E
-: g m> 2 2 C 4 EO cn 75 m i- ' 2D CD
-t m *
(A
-1 (A
7220-C7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I O 2 LABORATORY TESTING DATA
SUMMARY
- ' 9 MIDLAND, MICHIGAN rec';"2d Dot, 22 bpm f,/
Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required _
^
~
Oo
.OO Od 10tiNTIFIC ATION TESTS STRENGTH TESTS CONSOL.
2r . -- i....r. tor, mO =. t..- F ,x Depm Water Sieve Hyd 4, em I* " 88 #cor 6c Fo Wre W-as S train and
. Cg -{Zg E g * ".
. Content .
200 -2p d
, {:{ Tes, y,*h, ' criterio C S.il Descripti.e t=
- mz I t- ag 84 e4 . e4 ** psi psf % .
.>Q
' 2 "N CT6 4 $j$ 169 Average total unit weight ' (19.5-20.4 '). = 136.7 pcf Dark brown Silty CLAY, m9 TV: Sandy; fine grained
-g 19.7. 26.4 o so ,sf soil of low plasticity G
m b2 14.6 26 14 67 23 122.9 CIU f160 5620 3.9 with 30-35% fine to coarse Sand and fine
$g . 0.2 16.3 TV s.s tsf Cravel sizes, stiff to mn very stiff consistency 2 :;; 2 (CL).
2 vi At 20.2' change to QD Brown Silty CLAY; fine t- N grained soil of moder-
. m sn ate plasticity (CL).
2O QO _h 2 l'l m
= _=
22 G .O ' C' C
""1 M >C ED E .r g m>
2 3 ' C 4 Eo m ri mr 2b (D
-t a
f71 (n
-t
. -, m e..r t it 7 4 .1 - - -
6* 4
~ **
- CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I O 2 Rabw:d by
- MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
~~ .
Dole 22- w it v Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Dole: Assigned Jan 1979 Required OO OO ,P ,4 ID ENTIFIC ATION TESTS STREMGTH TESTS CONSOL.
- t. ., ,,,, t .,
o = In - water Sieve Hyd 4 ;, Torvene ag or 8e Foilure a-as s S train end (D i .
$$ $E I. Daph kf
*g Content N
%' 200 '2p yvP'
'N*
S eil Description I$ q*
- f t. g e4 og **I **
T c ee 2 *rw CT6 5 21*$Ts 170 > Average total unit weight (21.2 '-21.8') ~ = 135.1 pcf Grey and brown Sandy N9 TV = CLAY; fine grained g~y 21.2 12.8 063 tsf soil of low plasticity oo -21.2 12s'est with 35-45%' fine to m2 21.2- coarse Sand and fine
$2 ?i_7 Save , Cravel sizes stiff Qp 21.7 12.9 ', f ,, , to very stiff consis-2g tency (CL).
2M oe V >ne m 4A 2O 99 2> mM mm 23.80 EE G .O Jn C sm bC (D E rg m> 2 33
- C 4 Eo cD m ITI F 23 D ED
-4 rt)
(A
-1 (A
7220-C7916-1
.j.
. CONSUMERS POWER COMPANY R; viewed by MIDLAND PLANT UNITS I a 2 MIDLAND MICHIGAN LABORATORY TESTING DATA
SUMMARY
,.q g',1*
v ' - Project No. 2f90 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo ed IDENTIFICATION TESTS STRENGTH TESTS I CONSOL. ze * ~-z t.i,. ...,, t., us o ; water si... H,4 s. 4 =. T**a* #c or Fc Foilure a s- a3 Strain C* "' 'L P
- Criteria C .nd m Ie ez
'd = t t.
C conten
-200 -2p
' (:- 7,p, t- g ,, 7 a3 % % % a= Ts.:
per per % . 24 0- _y 2, . er 6 7 $6.5 171 Crey brown Sandy CIAY;
$E 24.5 12.4 fine grained soil of z_O low plasticity with oo 25.1 11.3 40-45% fine to coarse gE m
Sand and fine Gravel
-t z sizes (CL).
$f [ Entire sample I ii En disturbed]
no r >,u m u, zO ee z> m "i mm m.* zE
'O
.O A
- r.
-4 m
>C me re m>
, z2 C< rO mn mr 2>
=
m m
-f u,
i 7220-C 79 1
.. =.. .. . . - . .
'\
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by 0*C& MIDLAND. MICHIGAN ' g fg-Project No. 2190 Project Engr. _ D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo ed oz IDENTIFICAT!ON TESTS STRENGTH TESTS CONSOL.
. ho
- 2 0**th
=~ Water Sieve Hyd .6 * . m. I**"*
#c #c Foilure a-a3 S t r e s.a Laboratory Les c cn 4. 7. jj consent
. zoo 2 Yd M y *' o, y creverie s
C ,,g
'Q@ .I JE t e. jg eg, "X. % '*' E" p.
,, g.
pet % ee g ggg do i e , DF 2 10 22y 5 151 Average total unit weight (22.5-23.0') = 128.7 psf m- Greymottledbrown TVs g,0 .7 12.7 L20 :st Silty CLAY, Sandy; fine grained soil of ao gE low to moderate
,Z plasticity with 20-25%
Qp fine to coarse Sand I:;; grains, stiff con-3M sistency (CL). oo
> .s V (yA m (n 2O 99 z>
m -1 mm
+ 2.*
a zE G ,0 4. TC
-i (n
>C G7 E rg m>
2 i3 , C EO ~ m"r -- 2> (D
-t m
in
-t (n ; 7220 079-16 .
u CCNSc.1ERS POWER COMPANY MIDLAND PLANT UNITS l O 2 Ruixd by
- MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Dofe A 2- 71f ProjeCf No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Dole: Assigned hn 1979 Required - oo OO Oo IDENTIFICATION TESTS STRENGTH TESTS CONSOL. O E' k D W* ' S'' Hd F d3 $ *' T "' ' * ' C Foiture a-as s Sirein 8"8 Cy E Consens ', ' 200 2p d y,',
- Criteria C H2 ~
.s o To */o */o ao y,,, P SI Pti */o e
** 11.0-2s ap3 1 11 5 152 jO 11.0- Brown SAND; fine to 2 ,i_g. Save v coarse Sand grains with
~
less than 5% non-plasti c O 11.5 13.5 C fines (SW). O m$ hn save At 12.4' change to mn 12.0 11.0 #*Y' * "" "Y ' OC Sandy; fine grained 2$ 12.5 13.1 [o$,,, soil of low plasticity nD 12.5- with 25-35% fine to
>> 11 0 Save coarse Sand and fine
$ 13.1 14.1 $*g, Gravel sizes, stiff 28g 13.1- consistency (CL).
11 1 Save mm mm x .m EE Qn , . n w Hm DC mz rz my 2 3 C M
~
EO mm mr Eb
=
=d m
-m '
H m 7220-C79-16-1
' CONSUMERS POWER C'IMPANY Ml LAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by Mie
. j g; ProjectMIDL No. AND'OMICHIGAN
-'9 Project Engr. D.Schulze Assigned By A.>L'r hall Date Assigned Jan 1979 Required
.oo oo z g-Od
*Z IDENTIFICATION TESTS STRENGTH TESTS I CONSOL.
mo .
- oO Water Sieve Hyd & =m I*8"' Foilure Laboratory Les Cm #c 0' c a-a3 s Stroin ,,,
,E g E Content . 200 -2p e' & '88*
T
-1 23 so Z n2 i t. y,,, Seil Description
,,,, ef, eg, e/. a. o
>c y,,g pai psf /o e z'
M DF 3 2 u ib0 153 y 13 Crey Sandy CLAY, fine z ,0 8 Save grained sail of lov oo 13.8 11.0 plascicic.y with 40-45%
$jz m 13.8-14.2 Save fine to coarse Sand and fine Gravel sizes.
mp 14.2 11,9 (CL) I: z ;n; 14 Z- [ Note: Tube.e;clated, 14.4 Save could not extt6:e! oo r> w mm zO ea z> m -1 mm x .m z2-o9 a-gs
-j M >C me re -
m> z =4 C eO mn mr 2> m
-4 m
w
-4 m
7220-C79-16-1
mg e n i wd z 5 4 md e t f o0 ni c] Ipg . ui p n o Y
,l 4 Sas fh l l e ud vu .
t A oti ee ort . L sv e, r ir c C l wraar ex y , s i be b ~ D e d y oyoG st c u Tt d e .
- l n
a d con i e o n i w e v d e r us io S yise eiti nt eaandLou f
) tl ed e i u rrli nCN o R q G gpf a(( c e
R
' L O
S 9 N 7 O 9 C 1 n . a J g , e S . ' ,, n T Y g S R i s E . A A s T . M H T M t e G r a N U C S D R 'w. , T , l S . 'p A l a T h . A s r e D a M. T G A N . I y - T B S d , E e . T n p ig _ s Y s , R A S O T S T E _ A e T - ' R t N . 0 O l u OI B h T A i, A c C L S. t r % D i T
- r. N 1 g E -
D _ Y2 n I % 6 _ E N 1 _ A& t
, e 0 e 9 e - _
c v v PI e v . a 9
. a 1 a 1 7 MS Nj o - S 1 S 1 S C-OTAr CIG P g= 3 5 _
NIH " e 1 0 RUC E 2 2 WTIM 0
, O 8 4 _
8 -
, - I - .
g_4 2 2, 7 ON PAD 9 1 f 8 i 65.1 3 3 ,1 4 24 1 4 S LN2 3 l 3 1 1 3 1 1 l R PA EDL . I - MNIDo N 1 2 UAMt SL ce 3 ND OI j F o D
- CM P r
N-N9$~o 2z nr - @ n >,mOa>1mm
- 5o, mCea>a O,,e>m4m,iw oO v nO m '$m p omOmgz O#c mzo zmmazo <>mrm
- zCCwmZ
^N R ewed by &
DL PLA UN S 8 . LABORATORY TESTING DATA
SUMMARY
p MIDL AND MICHIGAN - - < Project No. 2140 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oog- Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL. o2
' gn 0 I I; La borof ory ' Log c o-g Foilure a-as
- Water Torvone a or Depth Sieve Hyd &* E == s Stroin ond' C 02 $'. E . h Content -200 -2p d E] or
,, g Criterio ,, 7 C .
gx E$ II. 3g e)(, N N of, ef, PCI E$ psf -psf */o - 08 S eil Description
>o T t g'N O DF 3 '3 N8b 154 Brown mottled grey-m 16.0- Sandy CLAYi fine
. j~g 16.6 Save grained soil of low oo 16.6 11.9 P l asticity with 35-45%
mC fine to coarse Sand
$z IN1 Save grains-(CL) includes mo 17.1 16.2 Pockets or discontinu-x- ous layers of brown z@ 17374 1 Save silty clay of inoder-
- Q tD ate plasticity, ry [ Note: Tube ovulated mm zO could not extrude]
*a zu m -1 mm
- x. m, zs
*p 9*
C i
-i m bc ,
me rr mu z= C 4 IO mm
. mr 2>
m
'4 m
.! . tn 4
-1 l w 722C-C7916-1
~,
CONSUMERS POWER COMPANY .g <+ MIDLAND PLANT UNITS I 8 2 Revi;wed by LABORATORY TESTING DATA
SUMMARY
77 ! MIDLAND, MICHIGAN Date 22 7 Project No. 2190 Project Engr. n.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required Oo IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. O g- oz Laboratory Les
- I *; Woler Sieve Hyd
- I*8"' #co' Ec F8i'" #*#3 S train and O 4 8 C
Cm -E . s . D'P'h jC content LL PL
-200 '- 2 p !5 ' Criteno S oil Descrsption eE EE *., ;; -% % Y.
- ES y'
Q$ Do f t. % % - T e ,' psi psi 2* DF3' 4 183 Dn 155 Average total unit weight (18.5 '-20.2 ') - 136.9 pc f Brown Sandy CLAY; Tvs fine grained soil of
.' m 2 18.8 12.6 U # low Pl asticity with 2~O 18 o 4 Save 35-40% fine to coarse. .m .o@ yv, sand grains, firw to z 19.4 17.8 o m ist utiff consistency (CL). ' m@ p 19 9 Save Includes lenses /
Tv Pockets of grey Clayey
*r :5 19.9 14.4 t o ist 2 ri RILT (CL-ML) and brown
'go 20;0- Save Silty CLAY (CL) com-r-M prising ::::15% of total mm sample. Sample friable
$8 from 18.5'-18.9' depth.
E5
$m m .m EE ap A
c.
-t m bC
=z rz mp 2m -
C 4 zO m ,i mr , m> m
-t U! .
m .; 7220-C79161
i
' CO.NMERS POWER COMPANY MIDLAND PLANT UNITS l 8 2 Rai:wed by W MIDL AND, MICHIG AN LABORATORY TESTING DATA
SUMMARY
- Date A4 3 f Project No. 2190 Project Engr. D.Schulze Assigned By A.Harsha11 Date: Assigned Jan 1979 Required hhr- Oo oz IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL Laboratory - Leg O
- I
- T; Water Sieve Hyd 4 m T8"8a' #c 8t Ec Failure a s- a3 S train and
.CW * '
g- ,E 'g , Content , 200 '. 2 p ; ~~ Type S oil Description pcf , 43 as Z w E. II. ag 84 e4 e4 aa y,,, pti 98i */o 21 h DF3 5 5 156 AveraRe total unit weight (21.0'-22.4') = 134.1 pcf Grey-brown Sandy CLAY; m9 21.2 11.8 Tv fine grained soil of
.- g 07 t$f low plasticity with.
~ 2I o i8 Save 40-45% fine to coarse-mC TV= Sand and fine Gravel
'O$ ~21.8 12.9 s os t.f _ _ _ , sizes, stiff to very .
21 3 stiff consistency (CL) _2h 22.4 11.5 fo*tsf Sample includes a layer jO of brown Silty Clay of r-g moderate plasticity
-mm from 22.1'-22.2' depth.
2O oO E5 [ NOTE: Large Gravel
$m sizes (3" x 2-1/2" x 1")
3 .M at 21.4' depth) 22 aO 4 w ' -< m bC
=r ea m 2>
2 3 C" Eo m7 mr 2>
=
-t m -
m , m 8 7220-C7916-1
g-
, 1. ,
-CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 18 2 ReWewed by , W MIDLAND, MICHIGAN LABORATORY' TESTING DATA
SUMMARY
. Date 21 Tb 7f Project No. 2190 Project Engr. n.Schulze Assigned By A. Marshall Dole: Assigned Jan 1979 Required ~
OO Po
-- IDENTIFICATION TESTS STRENGTH TESTS cONSOL.
.,r * -. t. .....r, t..
.m o =- water Sieve Hyd I, ,
Torvene ag or 8C Failure a63 yg m. S tr e a.n Depen , y8 s ig 'g g g, content 20 2p [ .~j y ,* ' , C ' i""' U M wym
.nd
>c em *Z en z -
aa */, ex, *A a. .y.., p** ps' */o *
"g 2' q 5
DF3' 6 23.,gn 23.6 157 AveraRe total unit weight (23.5'-25.7') = 138.6 pcf Brown mottled' grey. 10.6 f5,,g Sandy CLAY; fine 2.0 23.6- grained soil of low o 9A i Save plasticity with 35-45% 'l [$@ $ 24.1 11.8 E5,,, fine to coarse Sand Ng 24.1- and fine Gravel sizes, or 24.6 Save stiff to very stiff-2* 24.6 13.2 2 est c naistency (CL). 5o 24.6-
>> 1s_1 inve Sample includes poc -
mE 20 25.1 17.8 fekist kets/ nodules of grey 25.2- Sandy Clayey Silt of 09 ?s r Save slight. plasticity,
.y$ ,
hard consistency -l
-a. m *m (CL-ML).
5E eO m a s.
.bC -
=z
'rg m>
z= C* - EO w, mr a> w
. -e m
M e
-i
.i m
.7220-C7916-1
i
' CONT..,MERS POWER COMPANY MIDLAND PLANT-UNITS I th 2 RCvi w:d by LABORATORY TESTING DATA
SUMMARY
Dole M J# 11 l, O
- MIDLAND, MICHIGAN Project No; 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required -
'n o eo IDENTIFIC ATION TESTS
.O o STRENGTH TESTS CONSOL.
O jg 7 (Eg j*
. Woler
' L Sieve Hyd .G ,
, Torvone or acor de Foilur e a s- a3 Strain Craterio C
* *' *'I 8"d
*I
.Ck *Z u* 8-Content
, 200 2p E pse pse o
-1 2 .a 3 % % as . 1, , , */o
>o 2
_q DF3 '7 2D *[n 158 Average total unit weight (26.0'-28.0') = 134.2 pcf Brown mottled grey Tv= Sandy CLAY; fine 2 26.2 12.6 "O 5_ gg,,_ MM grained soil of low 26.7 Save plasticity.with 40-45%
-Q@
m2 fine to coarse Sand 26.7 Tv*
;O 2 13.4 05o and fine Gravel sizes.
6 Qp 2 3 Save firm to stiff consis-
.g fk 27;jq 27.3 14.3 @ ,,,
"" I
- At 27.1' change to yg Fm Crey Silty CLAY of moderate plasticity
. m$
o9 with layers / pockets 2> of dark grey Silty fine
$m Sand, hard consistency 2 ." (CL).
zz
" .n ,
At 27.5' change to Grey Silty CIAY; fine A grined soil of moder-to ate pt.- icity, hard c .isistency (CL).
.4m bC
=r re m>
2 2 C* EO mm mr 2b m
-1 m
m ,
-1 4
'/220.C7946-1
CG JMERS POWER COMPANY I '
. M19 LAND PLANT UNITS I B 2 RGview:d by er 74 "
CM. MIDLAND. MICHIGAN . L ABORATORY TESTING DATA
SUMMARY
Project No. 2190 Date 22 b ?? Project Engr. D.Schulze Assigned gy A. Marshall Date: Assigned Jan 1979 Required no OO Oo ID ENTIFIC ATION TESTS STRENGTH TESTS- CONSOL. 2r = o - 2- -
- w. ., u,a o' Tan aae aco< 3c r ii.,. a, - a3 L*e
'C m $g s . Depth N Consent #'.
Si... 200 2p -65 r Casterio S i,. ia C L*****',ary [$* ~
=z *E f t. *;
*' ' y
- T , psi psi % ** S eil Description 2N DF4 17.3-7 159 q9 2n n Average total unit weight (17.5 '-19.6 ') = 136.8 pef Brown Silty CLAY; fine 17 0 Tv =
'u$
1#* _? _ 19*0 3 30 'sf grained soil of moderate plasticity
.o g,y, 3
with lenses / layers of m@ o2 18.1 22.8 Tv brownish grey Silty 0 75 tst 18 - fine to medium Sand, xg ' , stiff to very stiff 2 3 18.6 11.7 yy , 2 5 :sf consistency (CL). 8O 3 13*
, , 3,,,
rm At 18.3 change to mm 19.1 15.4 Tv Brownish grey to grey 0 88tst
.$0 19.1-M_6 Save Sandy CLAY or Sandy Clayey SILT; fine
- 3 "5; grained soil of low
.pm mm P l asticity with 40-45%
5y fine to coarse Sand 09 and fine Gravel sizes. includes pockets of
, grey Clayey Silt of
..; hard consistency.
G (Overall CL or CL-ML) ya bC mz
.c mu r
2m C" . rO mm mr mb m M m m m
,. 7220-C 79-16-1
'D*' * * *
- CONSUMERS POWER COMPANY
' MIDLAND PLANT UNITS I B 2 ReWewed by j
'g W MIDLAND MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date a 2- J #*4 M Project No. 2190 Project Engr. D.Schulze Assigned By A.Harsha11 Dole: Assigned Jan 1979 Required
'O90 Od cONSOL.
IDENTIFICATION TESTS l STRENGTH TESTS oz Laborofory Leg
- I o- Water Sieve Hyd 45
* * , Torvone og or &c Foilurs a s- a3 Strain and
$a03 ;; $. Y.
'd'h'
$3 mw LL PL Yo -
ect s- or r c,.teria c e. r,; g i ,. o, ; y, . y, y, :: y,', ,.; ..i %
>c 0 2* DF4 8 n 160 Average total unit weight (20.0-21.6') = 135.9 pcf Brown mottled grey ap 20.1- Sandy CLAY; fine grain-
"a Save _.
, 3 ,o Tv, ed soil of low plas-
'n o 20.6 22.6 1.5 ist ticity with 35-40% fine mE 20.7- to coarse Sand and fine
$2 21 0_ Save y, cravel sizes, stiff "nh 21.1 ,
13.7 2 0 :sf consistency (CL) I3 2 yi 21.1-21_6 Save At 20.4' change to-
.OE Brown Silty CLAY; fke f- N grained soil of moder-Qy ate plasticity with an lenses of dark grey 2> fine Sand, very stiff mm consistency (CL).
m .m From 21.2'-21.3' layer EE ~ ~ - of grey Silt, non-OP plastic with thin Silty Clay layers (ML). at
--I m bC CD E
^myrE 2=
C i EO to 1 -p mr
=b to
-t m
m e.
-t m
4 7220-C 79-16-1
CONSUMERS. POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed by 9 -E LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN Date h {I li Pr ject No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required
'OO cONSOL.
OO *d IDENTIFIC ATION TESTS .STHENGTH TESTS 3z Laboratorr ' Los
- I- o- Water Sieve Hyd I,
- m Ga8 #co' #c Foilure a-as s Stroin ond
$o ld .
to E'. O'8'h jj content
~"'
200 .2 f5 f o' 'r criterio Ce/
/ eo s oil Description
-Q@ 2E 3E e t.
*a % % %
E ?> yUt T psi psi %
'>c DF4. 26 10 2 3 16i Average total unit weight (26.0-27.1') = 143.2 pcf Grey-brown Sandy C1.AY; i nn - 26.1- fine grained soil of g,b 26.4 Save low plasticity with ao 26.4 9.7 7 2.5 tst 40-45% fine to coarse mE 26.4- Sand and fine Gravel M2 26.9 Save sizes, hard ::onsistency yO 26.9 ,8 . 4 > 2 5 tst (CL), becomes Sandler I: with depth to a Clayey 2 ii'I Sand (SC).
oo D
- I c>n At 26.9' change to Q'f Brown Clayey SAND; fine -oo to medium Sand grains 2> with 35-40% fines of $m slight to low plastic-2 ._'d ity, hard consistency, '. 2 2 very friable (SC).
G .o O'
& bC (D E fE m> -2 43 C
EO in 71 m I" 23 > 03 J -i . m (A
.-1 (A
7220-C79-16-1
I CONSUMERS POWER COMPANY * 'd gg MIDLAN ' LABORATORY TESTING DATA
SUMMARY
j ,, / MiDL AND, MICHIG AN 2190 Project Engr. D.Schulze Assigned By A. Marshall . Date. Assigned Jan 1979 Required
- Project No. -
. IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. .
Oo Laborof or y .. Log g- oZ
- ge - as Strain I *; Wofer Sieve Hyd a- Torvone acor oc Foilure and
-'mO 4' " "
E. PL ' 8'8'" LL b5 S eil Description
.C m g
'E 30 content 200 -2p yF .eo r,q Q
, 72 z ;j g o, e, g 4
% %' 4 ,j, PCf gg pgg pg; of, DQ Average total unit weight ( 29.0'-30.4') = 141.8 pc f Dark grey and brown
~
2"g DF4 12 1 s 162 Sandy CLAY;. fine E 29.1' 15.4 oNts, grained soil of low 2 .0 29.2- plasticity with 40-45% oO 90_7 Save fin .to coarse Sand and
@2 29.7 9.3 N '5tsf fine Gravel sizes, N
or 29.7-30.2 Save stiff to hard consis-
>g,,,
T tency (CL). Sample 2 30.2' 11.8 ine'.ades pockets of 8O D grey Silty Clay of y moderate plasticity Im and brown fine Sand
$$ (comprising 25% of' QO total sample) ~g$ .m m m .m 22 O .O C
u
,m DC mz -rz m>
2m 4 C EO m 71 me 21 D _ m
-1 m
m _ m ) 7270-C79-16-1
CONSUMERS POWER COMPANI. ReWewed W, g
- MIDLAND PLANT UNITS I 8 2 MIDL AND,MICHIG AN LABORATORY TESTING DATA
SUMMARY
Date 42 Sh ") 2190 Project Engr. D.Schulze Assigned By A. Marshall. Date: Assigned Jan 1979 Required Project No. STRENGTH TESTS CONSOL.
"o IDENTIFIC ATION TESTS Lenoratory Los oo oz Torvone ac or ds Failure as -as Strain
$ro E, ond 4s. ,
- water Sieve Hyd yd of Criterio C Depth LL PL E .~
. C r.: E, 7. 2* J content eo ES T e ,' psi psi %
Q [: EE
. ya EE l '- *: ;; % % %
Average total unit-weight ( 29.0'-30.4 ') = 141.8 pc f Dark grey and brown
]~g DF4- 12 *N~s t 162
- Sandy CLAY; fine I2 29.1 15.4 oE5tst grained soil of low 2.o 29.2_ plasticity with=40-45%
o 90.7 Save
'@@ z 29.7 9.3 I2 5tst fine Gravel sizes, Nh or 29.7-30.2 Save stiff to hard consis-I tency (CL). Sample 2 30.2 11.8 >2$tsf includes pockets of
.g g grey Silty Clay of
>3 I~ m moderate plasticity and brown fine Sand
@o (comprising 25% of' oO total sample) g$
nm z .m EE oo c: u
-i m
>C ma rz mp 2=4 C
E m O,i mr 2D m
-1 --
m W .
-1 m
722C-C79-16-1
.f _
CONSUMERS POWER COMPANY
. MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA SUMMAR*/ Roiewed by q MIDLAND, MICHIGAN f 9/17/78- Dole / ,!7/p)
ProjeCf No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date: Assigned 10/17/78 Required OQ OO O4 #0ENTIFIC ATION TESTS STRENGTH TESTS CONSOL. CW O 7 jg ( '8 Water Sieve Hyd (* s
, rv ne cor e Failure CeHerio a s- Es Strein C ond E:f 7,f, E g E Centent 200 -2p m mz f t. , Soil Description HD in z ,a 3 % % .% au o ,,, psi paf % 0 .)Q 2N DGl ES4 129 g5 41 7.3 Grey Sandy CLAY; fine
_ m9 grained soil of low g*$ plasticity with 35-40%, g O fine to coarse Sand m@ f and fine Gravel sizes.
@z mo (CL) o r-hh DG1 SSS 15g g5 42 6.5 Grey Silty CLAY, Sandy; OO fine grained soil of Ng low plasticity with mm 25-30% fine to coarse @@ Sand grains (CL) 5>
+ m -i
- h. DG1 19y0 3 1 Average total unit weight (19.0'-20.3') = 141.8 ocf Grey brown Silty CLAY, Tv. Sandy; fine grained b.b 19.1 11*5 0.7 tsf soil of low plasticity 19 i96 Save with 30-35% fine to Tv. coarse Sand and fine d- 19.6 10.5 il tsf Gravel sizes, stiff to O 19.7 10.2 Tv= hard consistency (CL) h "i$72 10.5 20 12 67 23 127.7 u * " , *na> 5230 11.0 5{
2= 20.3 11.5 [3,,, C i EO l m 71 m r-
.:D b (D
, -t m (n 4
.7220-C7916-1 .
- - .. . . . _ . - ~ . . .. . - -. . - . -. _ . - - - .
p. CONSUMERS POWER' COMPANY .- MIDLAND PLANT UNITS I 8 2 Reviewed LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN ,og, //s f f
- Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date: Assigned 11/8/78 Required ~
) Pd 4 DENTIFIC AT10N TESTS STRENGTH TESTS CONSOL.
o *Z Lotporotory Log . r-m (E - $ Depth' k LL- PL
"# 8 Yd .E or Criterio Cc / ' '" '
Seil ' Description Content 200 -2p ;g hm
- A bd $o ,,, ry,,
psi % 7 ,o m :n aZ ** Z - aa % % % a. o y.., psi DQ 12.9 Grey SAND: fine to.
-Q my DG2 SS3' ikTo 57 6 coarse Sand grains with 15%; fine Gravel, sizes, go 5-10% non-plastic fines o
m (SM-SW)
.o@
. -1 2 mn o r-fzj DG3 SS1 5.g5 70 3.6 9 Grey SAND, Gravelly;-
50 fine to coarse Sand - D D grains with 25-30% fine
'h$
2O Gravel sizes, 5-10%' non-plastic sines
*O (SM-SW) 2M m
h. 22 DG3 SS2 8b!0 1 71 5.6 21 Grey brown SAND.' Silty; fine to coarse Sand i oo ~ grains, with 15-20% i fine Gravel sizes, 20-25% non-plastic fines , 01 U; (SM) 22.0- Brown fine SAND: uni-g d"g DG5 SS6 23.5 92 22.1 19 form fine Sand grains rg with 15-20% medium to Ag , coarse Sand grains, j c -< 15-20% non-plastic Eo - mm fines (SM) 1 m r-
. "O D m
-4 m
m
-1 m !i . 7220-C 79-13-1
CONSUMERS POWER COMPANY
. MIDLAND PLANT UNITS I 8 2 ,
Reviewed by MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
9/17/78 Date '/f,bf,/ ProjeCf No. 2190 Assigned By A. M rsha11 Date: Assigned
- Project Engr. D, Schulze 10/17/78 Required oh ' 2 g-Od 2
IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.I Laborofory Log gn o 7 [ ' 5; Woler L L Sieve Hyd 4,
, Torvone acor Fe Faisure a s- a3 Strain and C$ ig mx
.E g
-u, z f t.
C Content ag
-200 e2p d.
pg
;~
Type. S oil Description g3 og e4 . p4 *a Test psi psf % 0 bo 2* DG2 5- 16i { 0 Average ~ total unit weight (16.5'-17.7') = 137.1 pcf
'"g 2 Tv5 Brown Claye'y SAND-2 16.6 17.3 fine to coarse Sand 5,0 4
grains with 45%' fines 16.7 Tv= eo oos tst of lV Pl asticity, 2 16g 2 13.7 21 12 45 15 117.4 U "' ~ #,A x '163 10.0 * "" * * #
@3 -4 Pockets of coarse gp 17.2 12.0 Sand in slurry matrix TM 17}7 *** l of Silty Clay noted E "'I
- At 17.2' change to
-QC 17.7 14.6 Erey brown Silty CLAY, r cn -
Sandy; fine grained Q$ soil of low plasticity GO with 25-30% fine to . g _b, coarse Sand grains (CL) _$. DG2 6 19y!5 3 3 Average total unit weight (19.0'-20.0') = 130.6 pcf Brown Silty CLAY, Sandy; 22 Tys fine grained soil of op 19.1 25.2 O lisf low to moderate plasti-19{6 i 15.8 25 14 84 27' 115.1 U "'-" Sax 3163 8.7 eity with 15 to 20% 19.6 15.5 TVs fine to coarse Sand Li s.2 tsf grains, soft to stiff
'J.
1l0 Save consistency (CL)
-i tA >C (D E
{E _ DG2 SS7 21h70 0 61 15.1 Brown Silty CLAY, 2m M Sandyt fine grained C soil of low plasticity Eo with 20-25% fine to .cD 7: ~ m I- coarse Sand grains 2b (CL) m
. -t m
(A
-i (A
3 7220-C 7916-1
CONSUwtERS POWER COMPANp - MIDLAND PLANT UNITS I 8 2 Redewed by Q MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Doleu a/Nhl y
/ v Project No. .2190 Project Engr. U Sch"120 Assigned By A. Marshall Date: Assigned ___9/_ 78
, Required -
'o2 g- ed 2
IDENTIFIC ATION 4 TESTS STRENGTH TESTS CONSOL. mO Laboratory LOG E i 3: Wofer Sieve Hyd 4s ,, onone cor e Failure a s- a3 Strain and C hd E g. Content 200 a2p d E 0 CrHerlo C 80 2 f 8-p , y,p. Soil . Description
>o g3 un Z
.: 3 %
'4 */, e. o y,,, psi psf */o 0 j~g DG2 8 23gg3 4 Average total unit weight (23.5.'-24.2') = 134.0 pcf Brown Silty CLAY,
'Q E 23.6 16.4 Tvr Sandy;-fine grained
' 2~0 23 0 8
soil of moderate o o 3 14.7 29 14 68 22 116.0 U "' ~ A max 2125 10.0 plasticity with 30-Q2
--s 2 24.2 14.8 Tv:
14 'S' 35% fine to coarse mo n g-Sand grains, stiff I to very stiff 2 m% ' consistency (CL) gO DG2 9- 252 bo 5 Average total unit weight (25.5'-26.6') - 131.4 pcf Brown Sandy CLAY; r" 25.6 19 2 Tv fine grained soil of Q@ 25.6-
I I W Plasticity with GO 26.1 Save 35-45% fine to coarse gg 26.1 17.3 Tva Sand and fine Gravel mm -- 0.7 tst ,
sizes, 41rm to stiff 3.m 265 { 6 Save
.22 consistency (CL)
Q9 DG3 3 213 $ 5 6 Average total unit weight (21.0'-22.3') = 135.0 pcf Dark grey and brown c 21.2 14.4 TVs Sandy CLAY; fine 0 28 tst
-% grained soil of low -1 &s 21 f7 3 Jave plasticity with 35--
gg 21.7 14.3 Tv:
- i. g 'S' 45% fine to coarse E Sand and fine Gravel 213 I 3 Save
-{$-< sizes, firm to very stiff consistency u
za (CL) mm mr 2b m
-1 m
m
-1 .'m 722C.C7916-1
.e _ . _ _ _ . - __ _ . . _ . - _ .- _
CONSUME' RS POWER ' COMPANY MIDLAND PLANT UNITS I 8 2 MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
ReWewed by g 9/17/78 D a te 'hh' ! . -
- Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required oh 56
*2
. IDENTIFICATION TESTS STRENGTH TESTS cONSOL.
2 r-(g Laboratory Log mO 8 7 -
'8
* *; Water Sieve Hyd 4 s-Y4 E* **"*"* #' *' #' ' " " " #' ' #' ' ' * ."
hm 5d E $ Content -200 -2p , g, E g ry,, Cru nio C *ad Soil Description -
-g 3 eZ sn Z - II-
.43 % % % a. o y. , psi pi %
- bo 2- DC3 7 23k70 1 7 Average total unit weight- (23.5'-24.7'_ = 132.3 pcf Drown Sandy CLAY; fine m2 23,6 22.3 Tv: grained soil of;1ow E,0 P l asticity with 35-T0 = -)
o 0 23.8 29.6 23.9-oostst _[ 45% fine tc coarse Q2 H 2 24.1 gave ,- Sand and fli.e Crr. :.1-sizes, very coft to
$h --
24.1- 17.7 YS ,,, very stiff consis-24){- 7 gave tency (CL) 09 24.7 12.9 Tv b y 1.62 tsf I' m mm 27
$h 2D DC3 10 5
8 Average total unit weight (27.5'-28.3') = 122.1 pcf Grey Clayey SAND, 4 27.7 17.6 . Gravelly; fine to m
$m
- D. 27 Save coarse Sand grains, 2 3 about 15% Gravel
$,$ 28.3 9.4 sizes, about 40%
fines of low plastic-ity, soft consistency gy (SC) g _ At 27.8' change to l Brown Gravelly SAND; 4
-t ut + fine Sand grains with rg l about 35%' fine angular m> Gravel sizes, about-2$ 10% non-plastic fines
( SM-SW) zo m7
. Q{ m DG4 SS1 14k!c 1 85 11.8 Grey Sandy CLAY; fine grained soil of low j plasticity with 40-ui 45% fine to coarse M Sand grains -(CL)
, - ? 270-O 79:1-fF1
CONSUMERS POWER COMPANY '
. MIDL AN '
DLAND,MICHIG N LABORATORY. TESTING DATA
SUMMARY
'[j' Vj Project No. '2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required oo Od
*Z 10ENTIFIC ATION TESTS STRCNGTH TESTS CONSOL.
2r ,, mo 7 I o; Woler Sieve Hyd 4 s' E* =. 8" 0 "8 c 8' c Foiture a-as s S t ro a.n Laborofory Log-5g E '8 L L 0 CrHerio and fk g E Content . 200 -' 2 p d E., C 43 mZ . vt Z I 8- pgy yp. Soil - Description do a3 */. % % aa y,,, psi psi % o g*g DG4 2 l 16h!O 9 Average total unit weight (16.5'-17.5') = 127.3 pcf Brom kndy 'CMY or "2 1(9 Save Clayey SAND; fine 2 .0 16.9 8.7 grained soil of low o@ 2 plasticity with o 17{y5 Save 45-55% fine to coarse 4 m 17.5 10.9 TV: Sand and fine Gravel or 2 0 0sf sizes, very stiff { consistency (SC or CL) Q DG4 3 10 19?IS 3 Average total unit weight (19.0'-20.8 ') = 134.4 pcf Brown mottled dark r$ m 20 19.2 19.3-22.0 Tv = g 9 ,,,
) grey Sandy CLAY; fine Save grained soil of low QO 19.8 plasticity with 35- $M 19.8 14.8 Tv:
45% fine to coarse m$ 19.8- Sand and fine Gravel 3_ 20.4 Save sizes, stiff consis-22 20.4 13.3 Tv= tency (CL) 20.4_ Save At 20.4' change to 20.8 Brown Clayey SAND; 20.8 11.0 fine to coarse Sand and fine Gravel sizes p ~- 1 with 35-40% fines of low plasticity (SC) mx E DG5 SS1 10}g0 88 11.9 {$ c: 4
- Grey brown Sandy CLAY; fine' grained soil of EO low Plasticity with m' 35-45% fine to coarse r Sand grains (CL) 2>
m
-1 m
m
-1 m
72EC-C7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 18 2 MIDLAND, MICHIGAN L ABORATORY TESTING DATA
SUMMARY
- E' ***d DY g 9/17/78 Date {/5/%f y Project 'No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dote: Assigned 10/17/78 Required oo Oo
*Z IDENTIFIC ATION TESTS STRENGTH TESTS cONSOL.
2r k' Laborofory Log mO E- D . tu ne Hyd 4 s- yd E C j g E Contant LL L - "' C and m 6 , . 200 -2p Type S oit D escription g3 eZ in 2 , 18-ag pd d- . 84 og e4 a* 88' 8 4 yo Test g
.mg DG5 SS2 14$751 89 17.1 Grey brown Sandy CLAY or Clayey SAND; fine 3,0 grained soil of low oo plasticity with 45-mE 55% fine to coarse
-t 2 Sand grains (CL or SC) mn or Ii 2 vi O DG6 SS2 15h70 1 100 9.1 Brown Sandy CLAY; fine Fm(
mm grained soil of low 2O Plasticity with 35-40% oo fine Sand grains (CL) 2> mim m* 2 IE Q0 . DG6 SS4 18 20$0 102 12.6: Brown Sandy CLAY; fine CO grained soil of low F-- plasticity with 35-40% fine so coarse Sand gy and f%e Gravel sizes mg rg (CL) m> 2 3 C"
-EO DG7 SS2 105 10.3 10!IS Grey Sandy CLAY or mr Sandy Clayey SILT: fine 2>
" grained. soil of slight
-t to low pla'sticity with m 40-45% fine to coarse y Sand grains (CL or m CL-ML) 7270-C7916-1
CONSUMERS POWER COMPANY Reviewed by >- MIDL AND PLANT uni e'S l'a 2
~
LABORATORY TESTING . DATA .
SUMMARY
. jy,g MIDLAND MICHIGAN Project No. 2190' Project Engr. D. Schulze Assigned By _ A. Marsha1Date Assigned Jan 1979 Required '
.oo *d IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
#c 8' c Failure a-as In O <**
i . Water ' Sieve Hyd &s- I 8"' s Strein Cm g . Depth . ' d E'
- 0 Criteria or T O od Centent ,, g e -200 -2p g; yp. S eil Description
. .t 2 - *Z vn Z I '- a3 % % % sL a Tee, pet. psf %
- DG '6 SS 5 2b5 103 28 14 Cation exchange and x-ray diffraction tests Brown Silty CLAY, "E Sandy; fine grained E.O soil of low plasticity c) O with 25-35% fine to
$E coarse Sand grains -t3 (CL).
in pc - z ,ni ae E> w
.,m zO ea z>
n4 vi m u.* zE
*O c"
(G
-t w >C or r
71 > 2 Z* CO D7 vi r-D> m
-1 .m w
a _ 727C-C79151
y H CONSUMERS POWER COMPANY
. MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
[ MIDLAND, MICHIGAN Ruiewed Date by /
'/8/#-
Project No. 2190 Project Engr.D. Schulze Assigned By A. Marsha11Date: Assigned 11/8/78 Required ~ o$ g-06 oz ID ENTIFIC ATION TESTS STRENGTH TESTS CONSOL, Laborofory LoS O .O I ~s - ' Water Sieve Hyd 4
, Tonone &g or ag Foilure a-as s Stroin Depth L' and I c (D -E . I. k Content
-200 -2p 55 ye 'i'i' F$ $E 3I f t. 3; ay,
% */.
**' ES Te e psi pel % 'o S eil Description N c) j 2 *N DG7 SS1 5.b5 104 4.9 6 Brown SAND; fine to yO coarse Sand grains
_. 2 with 5-10% non-2- plastic fines (SM-SP) . mC 0, 22 mn or zj DG7 SS6 20}b5 109 18.2 8 , Brown fine SAND; uni-no form fine Sand grain p> - with 5-10% non-plastic m$ fines (SM-SP) 20 99 2> mM h. 2,2 DG7 SS7 26 N5 110 11.9 2 Grey SAND; fine to
*0 coarse Sand grains with less than 5%
non-plastic fines (SW) M M" 27 5-gg DG7 SS8 29.0 112 10.5 8 Grey SAND; fine to rg coarse Sand grains m> with 5-10% non-2$ plaatfc fines (SM-SW) zO tn 71 mr 23 D 0)
-t m
(n
-1 (A
72ZC-C /916-1
CONSUMERS POWER COMPANY
"' I '
MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
, [p Ii V Project No.- 2190 Project Engr. D. Schulze Assigned By A. Marsha11Date: Assigned 9/17/78 ~ Required OO Oo ID ENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
O 7' i Woler Sieve Hyd 4 s ** "*"' "C *' C " "8' 3 '" I"
*E
. and lCg j3Z'g
- Crueria .c.
E g Content . -200 '2p yd, (: y,,,, Soit Description
-q 23 <a Z II- .s 3 of, g psi psf */o o e/o Q-
- Test D .O 16.0-z "g E DG7 4 18.5 16.2
'll 34.3 Average total unit weight- (16.0'-17.3') = 133.8 pcf Tv' Brown mottled dark grey Sandy CLAY; fine 002 tsf ]"OO 16.4 12.6 V*
grained soil of low o g 4g ist plasticity with 40-45% i$9 fine to coarse Sand and
-t _
12.7 22 12 59 121.9 U "' " # Ear 1418 8.7 fine Sand sizes, soft gp 16.9 11.6 ((g ,sg to stiff consistency h IN3 11.8 20 12 58 18 2.72 125.5 C g (CL) OO r> D mm m DG7 6 20 0-E2.5 12 Avera.te toral unit weight (20.0'-21.2' = 135.8 pcf Brown mottled dark
$0 -
.20.1 14.0 j Tvm 042 tsf grey Sandy CLAY; fine grained soil of low m 2b76 13.0 20 12 58 121.4 U " $lax 1402 12.4 plasticity with 40-45%
$." 20.6 12.9 TV= fine to coarse Sand gg ,
05 tsf and fine Gravel size' on 21.2 Save firm consistency. (f ..s 21.2 15.3 13 Average total unit weight (33.5'-35.1') = 130.1 pcf M DG7 12 36IO 33.6 19.8 Tva
. Dark gr'.y Silty CLAY; fine grained soil of rg
> 25 tsf modersce plaseicity, m3 33g13 19.4 48 17 100 57 109.2 U "' $ax 7292 6.6 hard consistency (CL) 2m 34.1 19.1 [$ ,,,
34k63 18.3 44 17 100 48 2.74 112.8 C M g{ 34.6 18.4 Q'5tsf to 34y-] 3,y, m m
-t m
' 72EC-C79161 -
' CONSUMERS POWER. COMPANY Reviewed by D MIDLAND PLANT UNITS I a 2 LABORATORY TESTING D4TA
SUMMARY
g,g MIDLAND, MICHIGAN Project No. -2190 Project Engr. n. schulze Assigned By A. Marshall Date Assigned Jan 1979 Required
.oo Od IDENTIFICATION TESTS STR ENGTH . T ESTS CONSOL. $o ? 'i water L t.
Sieve Hyd .IPs
* , , orv ne or cor e Foilure v-63 a Strein ond CW jg E g
'8'*
$ Content f* L 200 -2p Vd E y,. ,, g Crifuis ,,7 C Sei Description
.g
** - .a .? % % % , l o. o y ,,, pet . pst *6 -
o 16.4-un N DC 7 4 16.9 11 20 12 Cation exchange and x-ray diffraction tests Brown mottled dark-E Erey Sandy ~ CLAY; fine
. E,0 grained soil of low O plasticity with 40-c) E 45% fine to coarse '@3 . . -t Sand and fine Gravel '$f sizes, soft to stiff 9 consistency (CL).
np . f~ y>y
- tot us
.ZO 39 z>
.m -l -)-
Es
*P C"
CJ d uh
>C DE E
M> 2 Z< EO Dm 9 I" V> W
-t ITI u)
-t u) 7220 C7916-1
i . i . J N Re ewed DL PLA UN S S LABORATORY. TESTING DATA
SUMMARY
MIDL AND, MICHIGAN '
' Project No. 2190 v Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo OO gg IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
$o E I o 3: we'er sieve Hyd s.- . l. , Torvene acer F, reisure e, - a3 Strain Laboratory Los
"' 2 -2p d or MW :o' I I re % ~% -pc,L y, ,
soil Description p, p, z- 20 1 _gg DG 7 6 2172 12 22 13 Cation exchange and x-ray diffraction tests Brown mottled grey. W p Sandy CLAY; fine 1 E.,0 grained soil of low o o plasticity with 40-45%
.oj m fine'to coarse Sand
-4E and fine Gravel sizes,
$f Iq firm consistency (CL).
5n - o so r" y>, mm 2O ee sz> m -< mm m m zE a .o Gt:
= -< m
, bC me r
'n > . z =.<
CO nn m e-m> m
-4 m
U3 u 72EC-C79-lo-1
i 1 . . < t I i ! CONSUMERS POWER COMPANY
. MIDLAND PLANT UNITS I 8 2 Reviewed by LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN 9/17/78 Date ,S./# v 8
' ProjeCf N s. 2190 Project Engr. D. Schulze Assigned 3y A. Marshall Date: Assigned 10/17/78 Required oo Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. $o
- i Water Sieve Hyd 4s ; ,, orvone cor e Foilure a s- a3 S train Criterie and Cg ~g g E g
$ Content .
200 -2p , E; g 0
,p.
C-S eil Description ga eZ en Z 88- ,3 g % % % &= Tee, psi psi %
- bo 2N DG7 SS13 4I 4NS 117 20.7 Crey Silty CLAY; fine grained soil of moder-N(9 g- - ate plasticity (CL) o with layers of light
.g@
m grey Silt (ML)
'tE $h .Iy I
E% Q9 DC8 SS3 5.g5 517 11.5 Grey Sandy CLAY; fine rM m an grained soil of low plasticity with 40-45%
$8 fine to coarse Sand grains (CL) 5 mm 2.<a E5 0 .0 C
Q
~{ CA DC 03 E FE mp 22 C 4 EO m 71 mr Mb G3
-t m
(A
-1 (A
.. I-91-6L3-Od5
'f , 4 Mi :
+ '
1- -) i , t ! l t. t
. CONSUMERS POWER COMPANY
"'O *N0 PL " "' I y,og,ND MICHlG N LABORATORY TESTING DATA
SUMMARY
'"*d "Y cr jg7 .
- Project No. 2190 ~ Project Engr.D. Schulze Assigned By A. Marshall Date: Assigned 11/8 /78 Required h$
, .- IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
- ag i ..,,,, i,i_ c* .'... ,i. e . ,, e - si~. aa r 4
- v. i; '~# a*
" . ~ " = c,l,;,7. " ' - " = ' ' " ' "
t.......,, t..-
, g, ry c/.
j>.e,,, = .= e ,. _, 2 s , .. s s ,,, 1,,.
,,,, ..i ..i * ,. ..u-... i.n..-
! 2 "N JDG8 SS1 ' 2
- D5 515 6.5 7 Brown SAND; fine to
.QO cosrae Sand grains with
. g*$ 5-10% non-plastic fines
~,co
-m (SM-SP)
'O 2
',E -
mo ~ O r-l 'hj DG8 SS2' 3* f0 516 10.0 8 Brown fine 3&lgt; uni-I o D c) form fine Sand grains-
*~ m> vith 20-25% medium to i mm coarse Sand and fine
!' 2O 2*O Gravel sizes, 5-10% l
'$k non-plastic fines (SM-SP).
,. . .DC8 SS6' 11 j o 519 12.0 15 3 22 Brown fine SAND, Grav-o ,n elly; uniform fine Sand grains with 20-252 o fine to coarse Gravel sizes, 5-10% medium to ', '@ coarse Sand grains, 152 w H non-plastic fines (SN) I
.g" g DG8 SS8 14.5-16.0 521 17.7 10 Brown fine SAND; uni-1 rg form fine Sand grains
- mD with 10% non-plastic-2$ fines (SM-SP)
EO e l ' m f-
'O D (D
i d m UB
-t i i 7 00-C N-A *' '
_ _ _ _ _ _ . . . _ _ _ - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ " - - ' ^^-
p ., . . . - . _
, . _ _ . . - _ _ _ _ _ . _ . - . _ _ . . - . _ _ _ . . _ _ _ _ _ _ , . . . _ . _ , _ . _ m-e f /, - ,: f : t 1 i i i l i t. -l I I * - c CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Ruiewed W g4 W LABORATORY. TESTING DATA
SUMMARY
MIDLAND, MICHIGAN 9/17/78 Date M5SI '# -
" Project No.: 2190- Project Engr. D* 8Ch"I** Assigned By A' *
- 11 Dote: Assigned 10/17/78'- Required I 'O Pe IDENTIFICATION Tf.STS STRENGTH TESTS cONSOL.
v$ [1
';C
- g2
+J g 1
; g 'g
~""'"
g4
.a 3
- w. .. ,
c.ac.at
~%
200 wap
- dj u r.. ....
{5; ae y, , T.., psi crie.ri. est c 2 soil . Description
'"gg* DG8 5 'lk!4 14 Average total unit weight (9.5'-11.2') = 136.5 pcf Grey aiottled brown 2 .10.0 11.5 Tv= clayey SAND; fine to-2 .0 10.0- coarse Sand grains h!th 10.3 Save
.o@ 35-40% fines of low.
#' #soy' 1890 M- $ 1078 12.4 20 11 54- 17 121.6 U 8.1 Plasticity (SC) 4'- At-10.0' change to Qp 10.8. -14.8 [g,*st - Grey Sandy-CLAY, fine
.j 10g2 g Save grained soil of low g g, plasticity with 40-45%
- D y fine to coarse Sand
.{g and fine. Gravel sizes, 2O very stiff consistency G9 i (CL) 2>
FTl 2.2 DG9 1 ' 1'Io 15 . . 1.1 Crey brown Sandy CLAY-
'op g=tst or Sandy Clayey SILT; i Save
- 1*f]4 fine grained soil of 1.4 Tvs low P l asticity with CO 12*5 o s t., 35-45% fine to coarse C Sand and fine Gravel 1*II6 13.S 20 '
'as g gia 1.6 11.9 13- 2.71 lig'g C 7-.41 sizes, soft to stiff
- consistency (CL)
! -hED *Ig 13.3 -19 11 61 19 S ft zone froen 1.4' to f f2 43 1.9 11.6 Tv= 1.8' depth. C 05 tsf 4 9.7 19 13 56 18 j29 U ?#,f,x 2020 13.7
., h,i ,-k
. -2D G3 I
-1
. (Tl En
-A in l 1 7220 079-10-1
- - , - - - - -- -- - - - - -- - -- - - - - - - - - - - -- n_ - - - - - - - - --r- - - -
. _ . _ , _ _ - - _. _.. _.. ~ . __
CONSUMERS POWER COMPANY Reviewed by t/<u 4 MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
jc j3fg MIDLAND, MICHIGAN - v Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date Assigned Jaa 1979 ' Required oo Ud IDENTIFIC ATION TESTS STRENGTH TESTS 'CONSOL. 55 ; 1- i? w.,- si... a,. ,, :- ra .... a. a. r.ii.<. a.- > si< i. Cg 5,
-e m . = =
ja
== z l '-
p c.. ... Q Q a% ax, roo 2g
=x, =x,
', 53 a,
y,*;, y.., per c < a-ia -r est % cg. , , i, o , ,,,i,,i.. Do g m-DC 8 6 11}k~0 519 13.9 20 11 Brown Sandy CLAY; fine grained soil of low E,o plasticity with 35-45% oo fine to coarse Sand and mj g fine Gravel sizes.(CL).
-83 mn o r-DG 8 7 l
lbs 520 M 11 Brown Sandy CLAY or QED Clayey SAND, fine to-r-y coarse Sand and fine mm Gravel-sizes with
$O 45-55% fines of low 3 '>~ plasticity (SC or CL) m -1
$$ DG 8 8 14.S-16.0 22 g*g 521 11 Brown Sandy CLAY; fine op grained soil of low
. plasticity with 40-45%
fine to coarse Sand
'_,I and fine Gravel sizes (CL).
gm Changes to: DC Brown fine SAND with r-[ m> - 5-10% non-plastic fines (SM-SP). 2 42 C EO to 's M ("" 2> CD
-1 m
m m . i 7??O-C79-16-1
.c
' CONSUMERS POWER COMPANY r MIDLAND PLANT UNITS I 8 2 ""I'"* d DY
. MIDLAND.MICHIG AN LABORATORY TESTING DATA
SUMMARY
Date /5/11
~ Project. No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11Date: Assigned 11/8/78 Required oo P6 IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
'ho F I i water Sie,e Hyd as "' T**"' CO' 'C F* 8 &'8 3 S'" '
end Cg ~g g
- Z-E g
'I Il-
," Content 200 '2p d
p, E' ;* g o
,p.
CrHeria C S eil Description
. -1 :D .sa Z .: 3 :%- ~% -% a. o y,,, psi psi % o DQ DC8 SS11 21h75
$~g 5 523 19.3 -
8 Brown fine SAND; uni-to g
~
form fine Sand grains 3,o with 5-10% non-plastic ao fines (SM-SP) mc
.kmn n r-fj DC8 SS12 23370 2 524 18.8 8 Brown fine SAND; uni-
' n c) form fine Sand grains yb with 5-10% non-plastic
.m$ fines (SM-SP) 2o -
GO
' m~
2 >1
-22
- h. DC8 SS13 28b!O 3 525 16.8 7 Brown fine SAND; uni-
*9 form fine Sand grains with 10-15% medium to coarse Sand and fine q Gravel sizes, 5-10%
- p. non-plastic fines (SM-SP)
-t (n
>C en it:
5% DG8 SS14 ik~0 526 17.3 10 Brown fine SAND; uni-2m form fine Sand grains C 4 with 10% non-plastic .'
.l@ _
fines (SM-SP) m t~ 2b
. cp
-t m
tn
-1
, / .: 4U- V / M A ~
. CONSUMERS POWER COMPANY --
.MIDLAN0 PL N ' I ,** #
9 LAND,MICHlG N .L ABORATORY TESTING DATA
SUMMARY
j y f f
. Project No. 2190 __ Project Engr. n. schulze Assigned By A. Marsha11Date: Assigned 9/17/76 Required Oh r td
==
IDENTIFICATION TESTS STRENGTH TESTS CONSOL. C
- Laboratory Lee
$ o- 3 ,; water Sieve Hyd 4 E *- Torvono agor &c Failure a-as s S train C (D .$ g I. Depth LL PL .
s yd Eg of Criterio C end
**' E" 3E % % '* **
~. Q Q ez f t. 33 % % % ef psi est %
bo 2 *N DG9 - 2 3*$$5 16 Average total unit weight (3.0'-4.6') = 133.4 pcf Grey to grey brown
'M9 2 3.g.3 Save Sandy CLAY; fine g~ grained soil of low oo 3.3 9.7 37,,, P l asticity.with 45-50%
m@ 3.3- fine to' coarse Sand
-$2 3.7 Save
, grains, very stiff to
.Qp 3.7 11.1 firm consistency (CL)
. h
- 1 Save 09 4*, 11.9 Tvs b y O M hf m$
20
' I6 10.3 20 12 51 16 123.2 U # "Eax 1623 6.0 00 Eb
. my DG9 3 5*h,0 17 Brown mottled grey
$,tn 5.g*7 10.9 123.2 S.0 Sandy CLAY or Clayey 20 12 55 17 U " "Ja x 1495 25 5.7 TV SAND; fine grained Gp 0. 7 ,., soil of low plasticity
*b0 6.0 11,7 21 12 52 18 2J2 120.7 C % with 45-55% fine to coarse Sand grains, 11.5 stiff to very stiff
< <x 6.f 11.9 20 11 46 18 1.25.3 U " "dax 1914 11.5 consistency (CL or SC)
>c 6.6 11.9 w.
tn E g ,,, FE mb
'2 2
'C*
EO tn 75 m r-
;U b cp H
m cn H < (n
.; 722C - CI9-I b- 1
i , CONSUMERS POWER. COMPANY . MIDLAND LANT ' I 9LAN9, CHlGAN Project No. 2190 LABORATORY TESTING DATA
SUMMARY
'}'dh i
V g Project Engr. D. Schut ze Assigned By A. Rirsha11 Dole: Assigned 9/17/78 Required hh .O-d IDENTIFICATION TESTS STRENGTu TESTS CONSOL. 5c c ID o - E-
=
2= ...., LL L S,... n,a o* Yd : - r...,... a.
. r.u - a. - a, S c '-
t.....,.,,
.n.
t.. E - k$ C.n f .a t 200 -2p EQ
- C il.,i. C
.gQF $E *I f t. jg ag % % ,
og Pat ya I F 8'
,,i ,,g e4 e.
>Q 2 DG9 4 7*$70 18 Brown mottied grey M
2 7.1 12.9 N',,g Sandy CLAY; fine 10 7,g_. ,, _ g, grained soil of low oo 7.6 13.5 26 12 60 20 111.1 U max 620 8.5 plasticity with 35-40%
@2
-g 2 7.6 13.0 TV:
03 tst fine to coarse Sand grains, sof t consis-Qh s Ifi 13.4 23 12 60 23 2J2 117.5 c tency (CL) gy' 8.1 - 10.7 At 8.1' cbnge to Brown fine SAND Q 0*d[7 Save (SM-SP) Im
.mm 20 12 0-og DG9 6 13,5 19 14.2 6 106.8 Brown fine SAND; uni-2>
form fine Sand grains
~ $m with 5-10% non-plastic 2"
22 fines (SP-SM) 0 ,0 , C.:
-t (A
'b C ID E FE m>
2 2 DG9 7 13 5- 20 C -< 16.0 go Brown fine SAND, uni-1 13gI2 3 16.4 2 96.4 form fine Sand grains m g-2b with less than 5% (D non-plastic fines (SP)
-t m
(A
-l
'O 7220-C 79 1
CONSUMERS POWER COMPANY "IU'AND PLANT NI I yi9L N9, CH GAN LABORATORY TESTING DATA
SUMMARY
**)d[,/ g y
Project No. 2190 Project Engr. D. Schulze Assigned ByA. Marshall Date: Assigned 11/8/78 Required
.oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
2 3' = *Z Laboratory Log mO 7 g Depth a; water Sieve Hyd 4, yd =, Torvono acor Fe Failure Es - os Strein ,,, C ED #' or Cruerie Cc
.j gz E . 2* Content 200 -'2 [g Qf 3E t t. *g
, ag,
% *X.
**' ES To t psi poi % '*
S oll Description
>o 2 *w DC9 SS5 9{0-^0 527 13.6 10 Brown fine SAND; uni-yO form fine Sand grains
_. 2 with 15-20% medium to 2 .0 coarse Sand and fine
$0 Gravel sizes, 10% non-Oj plastic fines (SM-SP)
~$h fzh DC9 SS7 l'{kTo 528 13.2 6 Grey SAND. Gravelly; oD fine to coarse Sand fg grains with 15-20%
mm fine Gravel sizes, 5-20 10% non-plastic fines hh m -1 (SM-SW) mm
'2" DG9 SS9 529 18.9 4 Brown fine SAN _D; uni-
'22 form fine Sand graias
*o -
with less than 5% non-plastic fines q (SP) A N$ DC9 SS10 21b52 530 17.9 4 Brown fine SAND; uni-m{> form fine Sand grains 2y with less than 5% non-plastic fines (SP) iit o m "FI m f~ ~* 23 b CD
-t m
M
-1
=
I 7220-C79-16-1
( ! , , I CONSUMERS POWER COMPANY MIDLAN0 PLAN ' I u 9LAN9,MICHlGAN LABORATORY TESTING DATA
SUMMARY
D jf Project NO. 2190 Froject Engr. D. Schulze 9/17/78 Assigned By A. Marsha11DOfe: Assigned Reaiiired oo 2 g-O4
*z IDENTIFIC ATION TESTS STRENGTH TESTS OONSOL.
3 ,; Water Laboratory Leg gn O 7 { Depth Sieve Hyd #8 s ** " " "
- C"#C * "' ~ 3 **
end Cg ~g g ez E g
= f t.
C Content ' ' 200 ' 2/4
- d
,,, g a
y,p, C n t ues.' S eil Description _4 3 a3 % % 'X. ta Test **' 8 'I */* *
>Q 2 *N DG9 '8- 161 b5 21 SAND
-1 0 in g Saved in tube
'E.O Q U M C 2 t,3
-1 mo o r-Ii E 71 m
-no
*b mg DGIO 1 1-(5 22 Brown fine to medfum
$
- f~* 5 9.2 11 98.1 UU E'144 " "da x 3900 9.6 SAND with 10-15% non-g3 plastic fines (SM-SP)
-1 1.6 9.5 At 1.7' depth change m$
Q ~--
- 2. 12.9 Tv= t Grey Sandy Clayey 04 tst SILT, fine grained b,$ *N6 11.9 19 12 54 17 l'21.6 U 0 ,15% 1068 15.3 soil of slight plas-ticity with 45-50%
fine to coarse Sand 2
- grains, firm consis-tency (CL-ML)
-t (A DC ED E DG10 2 QE 3
- D0 23 Grey Silty CLAY, 2 42 3.6 14*1 W= Sandy- fine grained C 0 7
soil of low plasticity
,EQ 4.2 13.6 ((,,, with 25-35% fine to m r- 4.2-12.3 22 13 66 26 120.7 9- en 1460 5.1 coarse Sand grains, 2b 4.7 U ma*
- stiff consistency.
5.0 23.0 many voids from 4.5
-1 5.(4 16.4 22 12 74 25 98.5 U 9' #
da> 253 2.0 to 5.5' depth (CL) (n 7220.c / 916-1
t .
, i 1 -
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Roiewed by ggM LABORATORY TESTING DATA
SUMMARY
MIDLAND MICHIGAN Date /Shf p # Project No. 2190 Project Engr.D. Schulze Assigned By A. Marsha11 Dole: Assigned 11/8/78 Required .s- __. OO Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL. j, , * '* *'I 'I
'h o l' ' i Water Sieve Hyd 4e Tervene acor de Failure a-as s Strein ,
jg "'" 'L L * '' C$ ez E, g
.z f f.
jC consen
'*U N pcf :
Ty . p si poi %
- seit Description g2 sa % % % e= Teen 2~ DC9 SS11 25)gIS 531 18.3 6 Brown fine SAND; uni-mg form fine Sand grains 3,0 with 5-10% non-plastic o O fines (SM-SP) mC O, 22 mo o r-25 yj DG9 SS12 5070 532 17.4 9 Brown fine SAND; uni-5 gi form fine Sand grains b> with 10-15% medium to h$
2O coarse Sand and fine Gravel sizes, 5-10% yy non-plastic fines m -i (SM-SP)
. DG13 SS10 " ifs 560 15.8 7 Brown fine SAND; uni-
$,$ form fine S ia d grains, with 15-20% medium to coarse Sand graina, 5-10% non-plastic y, fines (SM-SP)
M" 17.5-yj DG13 SS11 19.0 561 13.2 9 Brown fine SAND; uni-rg form fine Sand grains AD with 15-20% medium to 2$ coarse Sand grains, 5-Eo 10% non-plastic fines mm (sg_sp) m f-2 ,D .-
-1 m,
u
-l u
7220-C 79-16-1
, 4 _ et -, '
f : CONSUMERS POWER COMPANY
"'O'AN ' ' d yiDLAND,MICHIG N LABORATORY TESTING DATA
SUMMARY
3
~ Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dofe: Assigned 10/17/78 Required 'o h Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
ho
- i D '
; water
- LL L Sieve Hyd s. ,
- m. Torvene acor Fc Failure a s. a3 S trein end-C$ 'g g E, g Content 200 2p d
- y,', Colnio C ya az vi z f '- a3
,, {
e= psi est %
- S eil Description
>c To.t 2~ DG10 3 6.g3 24 Average total unit weight (6.0'-7.6') = 128.2 pcf -M Grey brown Sandy CLAY; 2 6.1 18.1 Tv= fine grained soil of 2~O 0 4 tsf 6.3- low plasticity with oo 12.4
- 73 tst 40-45% fine to coarse
@2
-1 ._ 6i!9 13.4 22 12 56 19 116.0 U * "/na x 664 13.2 Sand and fine Gravel gp 6.9 13.1 '
f2 tsf sizes, soft to stiff consistency (CL)
!j 7.0 12.3 Eg*,,, $ '7I6 12.8 22 12 58 22 119.2 U 0 15%
c 1118 15.1 r.
- m (A 10 4 8gIO g 25 Dark grey and brown
*h70 14.0 25 13 67 24 113.7 Sandy CLAY, or Clayey mm U e 730 15.3 SILT, San g; fine 3 .'" 9.1 14.9 '
75est grained s111 of slight
. $ ,$ 9 f7 13.2 19 13 58 U 115.1 U 624 5.2 to low p'tasticity with i- #dax 30-45% f.ine to coarse 9b!O 1
10.0 13.9 21 13.1 11 55 20 2J2 116.9 C M Sand and fine Gravel sizes (CL, CL-ML) E4 ,,,
." 10.0- Many pockets / Lenses 10.4 Save of brown Silty Clay ika Average total unit weight (9.3'-10.4') = 135.5 pef " *d rg m>
g2
- C 4 -
EO ED 71 m I-2b ED
-1 m
(A
-1 (A
7220-C7916-1
i ! CONSUMERS POWER COMPANY MID AND "' " u 9 LAND, MICHIGAN
"' I LABORATORY TESTING DATA
SUMMARY
g Project No. 2190 j,g jy g Project Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required Oo
.OO Od 10ENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
ho 7 i Water Sieve Hyd 4 ** *"*"* C#' c '"" 8' 3 8 '" " Cg 'g g az E g f t-
$ Content 200 2p e
,y d ,
yp. Cededo C and Sei Description _g :n in z a; ex, ay, et, psi psf
- bo e. . y.., */o 2~ DG10 5 11k70 1 26 4
Brown mottled grey
*2 '11@!1 1 14.8 20 12 60 23 115.5 U Fge 960 9.3 Sandy CLAY; fine 2 ~O grained soil cf low oo 12.3 12.9 [V'g 7
gz
-, 2 12372 1 Average total unit weight (12.3'-13.2') = 133.2 pef ggq g 3q fine to coarse Sand Oh i 78 15.6 24 9.2 and fine Gravel sizes.
12 59 22 114.5 U nIax 966 stif f consistency (CL) I 12.9 13 8 Tv: From 12.4'-12.5' depth-E m% 06 M Brown Silty CLAY of Q8 13972 1 14.9 32 13 62 21 269 119.6 C
% moderate to high rm mm plasticity (CL-CH) 2O oO DC11 SS5 7h!o 537 10.4 Crey brown Sandy CLAY; Q},$ {
fine grained soil of low plasticity with ap 40-45% fine to coarse i Sand and fine Gravel sizes (CL) N U'
-i m bC mz hj DC11 6 9 18~o 27 Average total unit weight (9.0'-9.8') = 134.3 pcf Gre,y brown Clayey SAND; 2Q 9.1 10.7 {37,,, fine to coarse Sand E0 91- #-as grains with 35-50%
m1 9.6 10.( 21 12 49 18 120.7 U i mai 1204 10.3 fines of low plasticity,
$5m 9'h78 9.9 21 12 36 13 2J1 127.7 C
% firm consistency (SC)
-t m
m
-l m
i 7220 C7916'1
. t
- CONSUMERS POWER COMPANY Reviewed by /< &
MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
A j,7f,9 MIDL AND,MICHIG AN / Project No. 2190 Project Engr. _ D.Schulze Assigned By A. Marshall Dole Assigned Jan 1979 Required - oo
- OO Pe IDENTIFICATION TESTS STftENGTH TESTS CONSOL.
mo F~ i **" $$ w.s o' L L si. w,4 s. A T*'****
'c e' Fc F*i' ' a-as s serei. "",*',W C$ T4 34 jC ct
. '% % ~*** ~'F d "
,,g y ,,'. * "'"' T seis oescripts.a
..g3 ea ma f t. ,, g af, g g Pce Tes pef pef %
hy m DC 11 l 534 12.0 19 12 Dark grey Sandy Clayey SILT; fine grained soil 4
. E,0 of slight to low plas-oc ticity with 40-45% fine
-- QE to coarse Sand and fine
-1 2 Cravel sizes (CL-ML).
mn o r-I:ii 2.5-2n DC 11 2 4.0 535 11.5 21 11 Crey brown Sandy CLAY; QO fine grained soil of r-$ low plasticity with gy 35-45% fine to coarse oo Sand and fine Gravel EE -4 sizes (CL), m$
$ 4.3-g z_ DC 11 3 6.0 536 9.5 20 12 Crey brown Sandy CLAY; o ~o fine grained soil of low plasticity with 35-40% fine to coarse 2
Sand and fine Gravel. sizes (CL).
-t m y' NO 537 23 12
< $@ DC 11 5 Crey Sandy CLAY; fine i - rg grained soil of low m> plasticity with 35-45%
$" fine'to coarse Sand and fine Gravel sizes (CL).
g
. o,i m-r 2>
m i -4 m m
-1 m
7220-C7916-1
CONSUMERS POWER COMPANY Reviewed by !NM
' MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Dot
- e I /'8/ M MIDLAND, MICHIGAN Project No.- 2190 Project Engr. D.Schulze Assigned By A.Harsha11 Date Assigned Jan 1979 Required
*4 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. -oo Leberefory Leg
- z. or
*2
- - 1--- .. rensa .-> s'-w ese
- i n a,- ,1,e ,, yd c C" ig aE gg
=2 f '-
ja centene
.L
~
% Q "Siese IU * *F n,
E
- e. .
*r y, ,
- g. ,
est crueri* -r pet % *
,,,,,,,,t, . , , ,
g:n _s 3 j DC 11 7 IDS 538 9.7 24 12 Brown Sandy CLAY; fine grained soil of low M g zo plasticity with 35-40% o O fine to coarse Sand and fine Gravel sizes (CL). Qz H Z mn n r-I0 k0 539 14.2 Crey brown Silty CLAY,
-hh DG 11 10 1 24 14 Sandy; fine grained no soil of low plasticity mm with 30-35% fine to 2o coarse Sand and' fine
'EE Gravel sizes (CL).
z> m -t 3$ M 11 11 16 0-17.5 540 16.5 23 14 Brown Silty CLAY, Sandy; fine grianed soil of 2
$__* low plasticity with 30-1 35% fine to coarse Sand and fine Gravel sizes O' (CL).
c-H" 15.5- Brown Sandy CLAY; fine
$$ DG 11 13 20.0 541 22 12 grained soil of low rE plasticity with 35-40%
2 2 fine, to coarse Sand anc c -< fine Gravel sizes (CL). Eo wn m r-2D
-4 m
m a 7220-C7916-1
- F =
4 CONSUMERS POWER COMPANY
"'o ,^"J,P .AN ' I LABORATORY TESTING DATA
SUMMARY
g
, 9, C l N j g Project No. 2190 - Project Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required hor- O6 oz ID ENIFic# TION TESTS STRENGTH TESTS CONSOL. -
I Laboratory Log mo * , Depth o- Water Sieve Hyd 4* u Torvone acor 6g Foilure a-73 s Strain Ce -E .
$E 5E s . $f content 4 00 wy Ya eg or criterio c and Q$ f t. *3 a % % % ES t psi psf % **
> c) .
2 "N DG11 12 i8IO 28 Average total unit we;,ght (11.5'-18.0') = 132.6 pcf Brown Silty CLAY, m9 17*6 26*5 Tv: Sandy; fine grained'
-y 02 af soil of low plasticity f~o m2 17i f8 13.5 with 30-35% fine to 17.8 14*2 **** "" E * "**
$2 sof t to stiff consis-
$h Z
i3 13.3 -b 12 69 22 119.9 U
"'~
max 1494 7.5 tency (CL) 2iri h DG11 SS13 185 BIO 541 6.9 Grey brown _Soady CLAY; tm fine grained soil of mm low plasticir with
$8 40-45% fine .o coarse 2> Sand and fine Gravel Q _. sizes (CL)
M EE G1 9 DG12 SS1 2I6 545 13.0 Grey Sandy CLAY; fine y grained soil of low s plasticity with 40-45% fine to coarse Sand QC grains (CL) ma rr mp z= C* EO m ,i mr
=>
m .
-t m
m
-1 m
7220-C7916-1,
CONSUMERS POWER COMPANY MIDL^" PLANT "' I R ew _ MlDLAN9, CHIG N LABORATORY TESTING DATA
SUMMARY
f Assigned By A. Marsha11 Dote: Assigned 10/17/78
~
Project No. 2190 Project Engr. D. Schulze Rentaired Do IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. oo L * Log Mo 7 i water Sieve Hyd 4, yd
;, Torvene 7gor de Foilure a-as s Strain C ond Dept % ' Criterio Cg 3g az gg f t.
Content 200 2p ,,, (:{ y ,*,, pse ptf % 1 0 Seil Description
,a in z .4 1; % % % o. . 7,,g
->o . Average total unit weight (2.5'-4.0') = 111.2 pcf Grey brown Sandy 0 29 . Z ~g DC12 2 Clayey SILT; fine Tvs "E 2.8 12.9 03 tsf grained soil of slight E~o 3.0 11.3 to low plasticity with oo , 45-50% fine to coarse mE
$g 3.u-3.4 11.5 -19 12 5? 21 122.2 U g,. a, max 2155 8.0 Sand and fine Gravel @p 3.4 $ *,,, sizes, soft to very atiff consistency, I :ii 3.g.0 3,y, Void noted along sides E 'l -
of sample (CL-ML) Q 8m mm Grey brown Sandy CLAY; bh DG12 SS3 *[5 546 11.6 fine grained soil of 2> low plasticity with
$m 40-45% fine to coarse 2 ." Sand grains (CL)
EE op E DG12 5 6.g0 172 Grey Sandy CLAY or
- Sandy Clayey SILT; fine grained soil of slight
,m
~>c to low plasticity [h m> with 40-45% fine to coarse Sand and fine Gravel sizes (CL or 2$ CL-ML) Eo At 7.2' change to m 71 Brown SAND, uniform
${-m fine Sand grains with
-t less than 10% non-plastic fines (SM-SP)
Q
-1 m
luU-G 59-L 6 .L
i CONSUMERS POWER COMPANY I R e ed MIDLAND MICHIGAN LABORATORY TESTING DATA
SUMMARY
p j ) Project NO. 2190 Project Engr D. Schulze Assigned By A. R1rsha11 Dole: Assigned 10/17/78 Required ho Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
$o F i hh water Sieve Hyd .s
, Torvane o
acor Fc Foilu r e CrHeria og - a3 S train C ,,',# Cg jg '8 d E E Content 200 -2p E ;_ g g yyp. S oil Description qm az => z f '- sa % % % a. . y.., psi pst %
- km 2 ~N DG12 -4 6.b0 30 Average total unit weight (6.5'-7.7') = 138.8 pcf Brown Clayey SAND; fine 6.6 12.8 Tv: to coarse Sand and fine
-M$ 0.6 ist Gravel sizes with 45-A (1 12.8 20 11 47 [g 8 82 -
50% fines of low Plasticity, stiff to 7*1 Tv: 0 2 2 15*6 tsest very stif f consistency m3 7.2- (SC) o r- 7.7 Save jj 7.7 12.5 ,Tg = ,,y 00 l> 9 0-m$ DG12 SSS i0.6 547 16.0 Gre; brown Sa.dy CiliY;
$O fine gsained soil of g ji; low plasticity with gM 35-40% fine t.) coarse 3,un Sand grains (CL)
EE G .O DG12 6 10g0 i 31 Average total unit weight (10.5'-12.0') = 127.5 pcf 10.6 13.8 Tv: 0.26tsf l
~
OF 10.7- @ 15% g' 11.2 13.8 22 12 55 19 110.7 U e 504 15.0 Crey brown to brown Qc eg 11.2 17.7 Tv 0 36 tsf Sandy CLAY, fine grained soil of low mg i 7 13.8 21 12 56 21 117.3 U 0,15% 813 15.0 plast.icity with 40-45% TV fine to coarse Sand 11.7 10.2
$m go
< i M 'sf and fine Gravel sizes, i
11ko Save soft to very stiff m r- consisten::y (CL) 2> m
-t m,
u d ! 7220-C79-16-1 1
CONSUMERS POWER COMPANY
"'U'#" PLANT "' I LABORATORY TESTING DATA
SUMMARY
uiDLAN9, ICHIGAN **[ Yf ir gj
- Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required ah 2 g-O6 Z
IDENTIFICATION TESTS STRENGTH TESTS CONSOL. Laborotory Log
'mO 7' i
- 3: Water Sieve Hyd 4,
, Tonone &cor Fe Foilure e s* Es Sl'83a and C j'g. Eg $ Content L
-200 .2p d, E ._
g, yp. Criterio C S eil Description
.4 2 eZ v Z f t- ag e4 - og a. o yes _ psi . psi 84 8 e4 2* DG12 8 A'i[o 173 Average total unit weight (14.0'-14.6') = 134.7 pcf Brown mottled dark-N9 14*y 14*3 Tv= grey Sandy M, fine
-y 0.35 tsf orained soil of low o l' * [6 Save f~C m
P l asticity with 35-40% fine to coarse Sand
$_2 and fine Gravel sizes, mp firm consistency (CL)
I%
$M O DG12 SS13 232 b0 553 '13.2 Brown Sandy CLAY or
'9 F en Clayey SAND, fine Q$ .
grained soil of low-QQ plasticity with 45-55% 2> fine to coarse Sand
$m grains (CL or SC) 2 .M 22 -
0.5-Qp DG13 'l 2.0 174 Brown SAND; uniform Tv = or 0.6 15.5 93 , fine Sand grains with A 1.1 13.4 TV less than 10% non-052 tsf plastic fines (SP-SM) Sample has vertical gg change to .-
.mg Grey Sandy CLAY, fine rE grained soil of low C -<
plasticity with 35-40% fine to coarse Sand EO grains, soft to stiff ' mm consistency (CL) p 2> (D
.g -
m m
-i m
7220-C7916-1
CONSUMERS POWER COMPANY Reviewed by I'W MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA SUMMAPY - j f,jj,y MIDLAND, MICHIGAN - Project No. 2190 Project Er.gr. D.Schulze Assigned By A. Marshall Dole Assigned Jan 1979 Required ob 2r . Od
-a IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
t.......,, t.. mo ; 2 == wen.e si... w,4 s. y, .- T*" = a * #cor Fc l r.ii.e. ai- as Streia ,,, c C* ig ea gg ma f t. ja cene.ar
'L L
~80 *2F
% *o !! T,'. er a 3*
er r pet %
, , ,, , , , c t , p , ,,,
ak % ** pet
'zg 23.5-T.e:
Cation Exchange & X-ray Diffraction Tests Brown Sandy CLAY or gg DC 12 SS13 25.0 553 21 12
#y Clayey SAND; fine
_ E.O grained soil of low o o plasticity with 45-55% Qz fine to coarse Sar.d
-1a grains (CL or SC).
mn gc, - mm no s w> m (A 20 aa z> m -l mm a_a zE
*p cr E." - -t m DC mr er m,
2 3 C i i rm0, mr 2> , =
.-1 m
m
. -t w
7220-C79-16-1
J CONSUMERS POWER COMPANY
. IDgAND "' I ' '
u 0 LAND,MICHIG N LABORATORY TESTING DATA
SUMMARY
D r h/ y 8-v Project No. 2190 Project Engr. D. Schulze Assigned B/. Marshall Date: Assigned 10/17/78 Required o"o Od IDENTIFICATION TECTS STRENGTH TESTS conspectus
$o C GI F i Depth h. ,h. water LL PL sieve H,4 4 Yd Et Tenenpcor 8
mn Fe Criterie a, - a3 s tein # # *',' W pm '.8B6Z ' .E 6 II-
- g. Content , 200 -2p ,,, g- y,,', seis peecription 43 M2 .a , eg, ay, eX, e. . 7,,, psi P St %
>o g 2q "N DG13 3 3*lIO 175 Average total-unit weight (3.5'M .2') = 134.7 pcf Grey brown Sandy CLAY; m9 12.6 Tv. fine grained soil of g 3.6 o 43,sf low plasticity with
_g"o 4.2 10.2 TV
- 40-45% fine to coarse 046 tst
$C Sand a M fine Gravel
$f mn sizes, firm consistency (CL) nr I Ti Z 'l pf F m DC13 ~4 *!~5 176 Grey brown Sandy CLAY; 5.l.3 11.8 fine grained soil of
-$$ low plasticity with-oO 35-40% fine to coarse 2 Sand and fine Gravel m.
m sizes (CL) bE
' o ,o h
DC13 6 8b70 1 177 Average total unit weight (8.5'-9.2') = 138.5 pcf Grcy brown Sanee CLAY; e 8.7 12.8 f3,,g. fine grained soil of
-l c - low plaaticity with i
^ 8 972 13.2 25 12 62 27 121.9 U dax 2667 13.2 35-40% fine to coarse
-Y $ 9.2 13.0 Tv=
12 tif Sand and fine Gravel ; tD E -' sizes, very stiff k% consistency (CL) 2m At 9.2' change to C* Brown SAND; unifon lQ mr fine Sand grains with less than 10% non-
'2g plastic fines ,
y (SP-SM) m a
-i 7220 C7M61 i
I
' ~
' CONSUMERS POWER COMPANY -
MIDLAN0 P ' ' Y 9 LAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
r Project No; '2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required OO - 06 IDENTIFIC ATION TESTS STRENGTH TESTS coseacTions
$o C ED I -
i 'E hh Water Content Sieve Hyd 4s d E *: m 0"' Of C0f C Feiture r e- a3 Strain Criterio m ** E e o $ eg, ay, n,OO @ ,,, gg type S eil De ,cription r-4:n ** ia E ,'- a .% % % o. . 7, , , psi psi */. m
>G 2~
"g q 2
DG13 8 111 DO 178 11.6 14.6 Average total unit weight (11.5'-13.2') = 125.8 pcf Brown M ; uniform fine Sand grains with 2,0 11,g_ less than 101 non-c3 0 12.3 16.2 104.6 plastic fines (SP-SH) g$ .12.6 17.7 From 12.4'-12.5' depth
-13 Brown Silty CLAY, fine $h I%
i 2 10.7 5 * *
% grained soil of moder-ate plasticity (CL)
E 'i nO
'F 3* D m DC13 9 14.0-mm 16.5 179 Grey Sandy CLAY; fine
$b 14.2 11.2 grained soil af low P l asticity with 35-451 Eh 14 -
i .2 17.9 3 103.8 fine to coarse Sand
$m n ,m and fine Gravel sizes 14g { 4 gaye i2 00 (CL)
At 14.5' change to Brown SAND; uniform fine Sand grains with Cr- less than 5% non-s . plastic fines (SP)
-i m DC (D E FE mm 2 43 C
EO
- n 71
. m t-
' :D D to
-4 m
m
-1 m
7220-C79-16-1* Mixed the fol10 Wins SamPl cs for relative density and sieve analysis: IV:11 11.5-11.?'- mil 1/. . s ' i s . t. ' - m21 1.7-1.9'
1 i CONSUMERS POWCR job'PANY MIDL^" PLAN M1DLAN9 I GN I LABORATORY TESTING DATA
SUMMARY
**'j((f j
y f Project No. 2190 Project Engr.n. Schulze Assigt 'd ByA. Marshall Date: Assigned 11/8/78 Required ho 2r O6
*Z IDENTIFICATION TESTS STRENGTH TESTS Fgor Fe FeHuH Fa
- Fs Stre.in CONSOL.
L * * * r L*8 3 Sieve Hyd de e == Ton one end mo F- i O*" water
" # " ' d ''
CW I g E . 2C centent 200 '2p E5 ** S eil Description
**' ES
% % i' 8 'i '#*
-QQ mx 3I t e. 3 ;; eg, % *X. Te 8 83
>o 19
'21 DG13 SS12 30IS 562 15.1 7. Brown SAND; fine to medium Sand grains.
to g with 5-10% non-plastic
. g_o oO fines (SM-SP)
>m C 2 o
-g 2 mo or 14.3 10 Brown SAND; fine Sand 2h 8sp DC13 SS13 2370 563 grains with 20-25%
medium to coarse Sand fD mE grains,10% non-plastic 2o fines (SM-SP) E]> m 15.3 9 Brown fine SAND; uni-DC13 SS14 2 5 564 form fine Sand grains 22
*' - with 15-20% medium to coarse Sand and fine & Gravel sizes, 5-10%
U'- non-plastic fines . (SM-SP)
-1 m 23.5- Brown fine SAND; uni-gg DG13 SS15 25.0 565 19.2 7 form fine Sand grains rg wtch 5-10% non-plastic m>
2$ fines (SM-SP) xo '
- am mr 23 D m
-4 m
m
-t m
7 " O.07916-1
_. -. - ~ . . . . - ___ _ .- _ _ . . .
' CONSUMERS POWER COMPANY gg' MIDLAND PLANT UNITS I 8 2 L. ABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN ReWewed Date 12 TNby / y, M Project No. 2190- Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required OO IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. OO ,Ozo tenere ory tog e * ** Woler ;, Torvone a cor a__g Failure r-as Strain ,,g o Sieve Hyd 4 e ED Y. E . Depth gj Centent L 200 -2p E5 y' Seil Description I$ g $I $$ - f f. *g og og g P CI
*$ y psi psi %
Average total unit weight (0. 5 '-1, 8 ') = .34.4 pef Grey a ttled brown 2~ DC14 1 0.h75 180
'go 1.1 p,, Sandy CLAY; fin-
._ 2 12.5 0 88,w grained soil of low-2 .0 1.1- plasticity with 40-45%
gO 1_R Save Average tote 1 uni t weJght (1.1'-1,8,) = .42.5 pcf .. fine to coarse Sand Oj and fine Gravel sizes. Mg stiff consistency (CL) or Includes pockets /
~
2 5o) nodules of brown Silty CLAY'and grey Sandy fb Clayey Silt (less m$ 2o than 5% of total).
*O N [ Upper 0.4' disturbed]
$m m"
2
~~
22 00
~
wm i bC En E ' FE m> - 23 4 C EO to 'l mF 2b ED
-1 m
(A
~1 (A . _
. uzu c/916-1
- - - - - - - _ - _ . _ _ - - - - - . _ _ - - - _ _ - _ - _ - _ _ _ _ _ _ - _ --___-_u-_ _
I CONSUMERS POWER COMPANY - MIDLAN LAN "' ' R ewed g DLAN9,MICHIG LABORATORY TESTING DATA
SUMMARY
Project No. 2190 Project Engr. D.Schulze_ Assigned By A. Marshall Date: Assigned Jan 1979 Required 80ENTIFic' . ION TESTS STRENGTH TESTS c0NSOL. lo o O es oz Lebotelery Leg g
- I e- Water Sieve Hyd .G ;, Torvone ogor Fe Failure a-as s Strain and h o-- y. D'*'" jj LL PL # ' I*
Cm E. conten -200 2p E5
**' E" y' ' **
S eit Description EE % % P'i '#"
'Q$
>Q
~E E i t. 3g og "4 % Te e 8
2* Average total unit weight ( 2.9 '-3.6') = 142.7 pcf .
"g 2 DC14 2 2.!?s 2.9 181 10.3
[s3 t,, Crey mottled brown Sandy CLAY; fine grain-ed soil of low plastic-2.0 TV , ity with 40-45% fine o 2.9 > 2 5tst
@g2 2.
e t c arse Sand grains,
-t - '
stiff to hard consis-
@p 3.6 11.2 [3 tst tency (CL)
ZY Includes pockets of f[i D y grey Sandy Clayey Silt of hard consistency r ta (less than 10% of
$$ total) 99 2>
mM mA
- ~~23."
22
-QO ,
C C-
-t m bC mE -
rg mp , 2 23i C EO mM M F-23 > m
-t m
Un d 7220.C7916-1
P E N '"*d "Y DL PLA UN S S LABORATORY TESTING DATA
SUMMARY
MIDLAND MICHIGAN y 7 - Project No. 2140 p,oiect Engr. _ D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required O oo 0, IDENTIFICATION TESTS STRENGTH TESTS CONSOt.,
-- t.s......, .z oc - -
2: c...., as ,. :- r. .... a. r.a... .-> S < 4- t.. cg _4 2, i,
.= .! =,
a c'a e ,. p a y,
'4 q zoo .w
.Si...
- v. v.
,, =g g;.
T. . , c a-ia .r
.., v.
cg. ... S . n . .. .,i,,i..
>o Z'N DG 14 3 *NO 182 Brown e ttled grey m9 5.0- Sandy CLAY; fine gy 5.6 Save grained soil of low gO 5.6 10.8 Plasticity with mj 5.6- 40-45% fine to coarse .$3 6_1 Save Sand and fine Gravel $@ 6.1 10.3 sizes (CI.).
I :ii 6.1-3m 6.2 Save Notes Tube ovulated, 00 could not extrude.
$b Large Ct wel ,1ze mm (3-1/2' x 3' x 1-1/2") $8 at 5.1'-5.5' depth. -
is m -8 zs < .O C: H- . .i . dM
>C DE ~E 9>
g 23 . C< EO nm Mr U> os
-4 m
m
-4
'm 722C C7916-1
CONSUMERS POWER COMPANY gf
"'O'AN ' " "' I R ewed by o yiDLAND,MICHIG N LABORATORY TESTING DATA
SUMMARY
Project No. 2190 Project Engr. D.Schulze Assigned By A.Harsha11 Dole: Assigned . Tan 1979 ._ Required OO Po IDENT IFIC ATION TESTS STRENGTH TESTS CONSOL. 2 r- . ez Torvene acor Fe Failure a-as Streia t...,...., t.. mo 7 gs
*- Water , Sieve Hyd 4 ,
- Crelerie s
C
,,g C jg E g 4 C.nle nt 200 -2p p ,
E; Typ. g,;g g , , c,;,,g,,
. _q m az = z f '- ag a4 % % == Te , psi psi %
- bo 2*g c14 '4 7*70 183 _ Average total unit weight ( 7.0'-8.3') - 135.7 pcf Grey wetled brown l hTv i Sandy CLAY; fine m$
3, 12.8 0 65 tst grained soil of low o 7,g ^,- y, plasticity with 35-45% m
.o@ tv i fine to coarse Sand 7*9 [11*7 $2 l 2 t$t --
grains, stiff consis-Qp *[3 say, tency (CL). Includes I3 pockets of dark grey El Sandy Clayey Silt of O hard consistency and rm brown Silty Clay my (less than 10% of ao total) 24
$m l 2 .=
25 m .o C m
-1 m >C mz rz mp 2 3 C 4 z
m o, m r-2b m
-t m
m
-1 m
i 7220-C79-151
CONSUMERS POWER COMPANY
" gg MIDLAND, MICHIGAN ONW EN DO MMW , g, Project No. 2190 Project Engr. n.schulze Assigned By A.Harsha11_ Date: Assigned Jan 1979 Required oo Od IDENTIFIC ATION TLSTS STRENGTH TESTS cONSOL.
2 g- z
- Laboratory Log mO E' kE 3; Water Sieve Hyd 4
- I8*ne &cor Ec Foilure Fe
- Es Strain and Depth ' d Criterio C C jg g 4 Content 200 -2p ,, [ '-} y,*h, S eil Description g3 an z en z f t. _, g e/o % % ** Test I P'I %
>o 2*g DC14 5 i n 184 Average total unit weight (9.0'-10.2') = 141.8 pcf Brown mottled grey Mg 91 15*9 $ tsf E,0 9,1_ grained soil of low o 9.6 Save Plasticity with 40-45Z
@@2 I,Vg ',,, Une t c arse sam 2 9.6 11.1 and fine Gravel sizes,
-t
$f 9.6 b.' 5tst very stiff to hard I% 9.6- consistency (CL).
2m 10.2 Save . Includes pockets of grey Sandy Clayey Silt Tm of hard consistency
@@ and brown Silty Clay oQ of stiff consistency 2> (less than 10% of
$*rY total) m.
2E Q9 C MbC ID E rg ITl > 2 42 C - zo mm m r-a> (D
-t rt)
(A
-t M I 7"O-C 79-15 1
CONSUMERS POWER COMPANY MIDLAN0 P I Re ew' 9 LAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
[
,hay /
i Project No. Project Engr. Assigned By Date: Assigned Required oo 2 g-
"d 2
IDENTIFICATION TESTS STRENGTH TESTS CONSOL. Laborofory Log mO P I
- W Sieve Hyd 4' E= I*8"' #- Foilure a s- a3 Strein it C C ,,,
F51
>c --
,, j;; c ater
;- 's 2 =;a =g ?!, ji
, ,,, s 'X. " a->"-
- 2q *w DC14 7 "i[0 185 Average total unit we: ght (12.5'-13.3') = 130.4 pel: Crey brown Sandy CLAY; Tv=
mh 12.9 17.0 0.35 tsf fine grained soil of
, g,o ,
low plasticity with oO 13.2 Save 35-45% fine to coarse 13.3 17.3 Sand and fine Gravel QE y2 - sizes, soft to fira
. mp consistency (CL)
Ig At 13.2' change to 2 'I Brown SAND; unifora QO fine Sand grains with r$ mm less than 10% non-plastic fines (SP-SM)
$8 [ Upper 0.4' of sample
- ED disturbed]
md 0
- h. DC14 SS11 30.0 574 12.7 Grey brown Sandy CLAY; g fine grained soil of low plasticity with 35-45% fine to coarse Sand grains (CL) u
-t m
>C
=z rr m> '
4 g4 l EO m 71 m ,- 23 > m
-t m
m
-t m
70-C 79 16- 1 . .-
-g a CONSUMERS POWER COMPANY MIDL^" I ' Y MlDt ND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
j g W ' W V Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dote: Assigned 10/17/78 Required 2 g-b Od
*Z IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Lehorefory Leg
,mO * -
{ }; Water Sieve Hyd 43 s ** I*"* C C I '" 8" 3 8 "'I' and C jg E g
'E
$ Centent 200 -2p d
, (
y,p. Criterio C S eil Description 3 e2 em Z II- ag ag, e4 ok &* Test 8'E 8'I N'
** ~
2~ DC15 1 20 186 Average total unit weight (1.5'-3.1') = 135.2 pcf Grey. SAND, Gravelly; O 7.7 ns wi 5- % fine oO 371 10.4 21 12 51 22 126.1 U max 3856 7.2 Gravel sizes, less than m@ g2 10% non-plastic fines (SM-SW) Qp At 2.6' change to , 2 :gi Grey Sandy CLAY; fine EM grained soil of low QO plasticity with 45-50% r-$ fine to coarse Sand Qy grains (CL) 99
$ DG15 SS1 3jIO 622 12.0 Grey Clayey SAND; fine Em to coarse Sand grains EE with 45-50% fines of G .O low plasticity (SC)
C DG15 3 5.gIS 187 Average total unit weight (5.0'-6.2') = 139.8 pcf Grey Sandy CLAY: fine
.$$ 5.5 15.7 w= grained soil of low (D g 175 tsf plasticity with 35 40%
Ej *kI8 Save fine to coarse Sand and 2 2 5.9 11.6 TV= fine Gravel sizes, very C -< 16 tsf stiff consistency (CL) gQ 5.g72 Save At 5.5' depth: 1" m g- thick layer of brown 2> Silty CLAY (CL) At 5.7' depth: 1" m layer of grey fine to
$ coarse Sand (SM-SW) l 7220-C79-161
7. CONSUMERS POWER COMPANY MIDLAND LAN "' ' LABORATORY TESTING DATA
SUMMARY
9LAN9,MICHIG N D A Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL . z g- . *z Laborofory Log mO E 1 *; Water Sieve Hyd 4s E* * " ** * *. EPM L Ya *ad CSp
"'"' Cnterio jg ' C 4 Content
[.{ y ,*h ," E g -200 -2p S eil Description am bo az vi z f t- ag a4 'A % ** Tes 8'3 "#*
- 2 *N DG15 -
6.g!O 623 13.2 Grey brown Sandy CLAY; 'N9 fine grained soil of g*$ low plasticity with g o 40-45% fine to coarse mC Sand and fine Gravel Oy sizes (CL) mn o r-2) oO DG15 SS4 9876 1 625 12.1 Grey brown Sandy CIAY; fine grained soil of [g low plasticity with mm 6 35-40% fine to coarse 2Q l Sand grains (CL) Ib Rd DG15 SS7 13fsTo 628 14.5 Brown Sandy CLAY; fine o ,o grained soil of low plasticity with 40-45% fine to coarse Sand
- c. '
grains (CL) [ Wood fragments noted in Hw sample]
>C In E Qg DC15 SS9 16f8!n 630 19.8 Brown Silty CLAY; fine 2m4 grained soil of moder-C ate plasticity with EO 10-15% fine Sand ,- grains (CL) m>
m H m m H w 72(0-C 79-15-1
L , i '
- 1 CONSUMERS POWER COMPANY
"'U' AN0 PLANT ""'
gi9LAN9 CHlGAN I LABORATORY TESTING DATA
SUMMARY
*)'d[Yj I
- j g" W
Project No. '2190 Pro ect Engr. D. Schulze Assigned By A. Marsha1bote: Assigned 10/17/78 Required oo Ue
*2
- IDENTIFic ATION TESTS STRENGTH TESTS cONSOL.
2 g- I Leberefery Leg mo *
- water 5 ;" centent "
Sieve Hyd 4* ;, Tenene ager a.g Feile r e a-as s Strein ,,g Ce -E . 's . Depu' R 200 -28 d E5
' C''
Q9 2E :I t o. 3a s- % % g g **' 20 *!,' poi est % '* S oil Description e
>Q 2u DC16 Grey Sandy Clayey SILT; 1-@-5 188 Average total unit weight (1.0'-2.3') = 140.8 pcf yO 1.1 yy- or Sandy CLAY; fine
- _2 14.7 a 37,sf grained soil of slight o
m 'C
(7 11.3 '19 12 63 19 2.72 122.9 C to I w Plasticity with 35-50% fine to coarse
. Oy 1.7 10.4 [ 5 tsf Sand and fine Gravel 5 1.8 10.0 20 129.9 * **** '" "
@c I --
7T3 12 53 19 U #'" hx 5180 8.6 stiff consistency
"*#I 2l (CL-ML or CL)
O DG16 0*k!5 190 Average total unit weight (4.0'-5.2') = 131.7 pef _ Grey brown Sandy CI>Y; rm mu 4.g.5 Save l fine grained soil of low plasticity with y8 4.5 8.8 f o ',,, 40-45% fine to coarse 2D *-
, Tv= Sand and fine Gravel
$m > 25 sf sizes, stiff to hard 2 ." consistency (CL) 22 G .o DC16 SS5 7*076 579 7.1 Grey Sandy Clayey SILT; CO fine grained soil of N slight plasticity with
, 40-45% fine to coarse bc Sand grains (CL-ML)
En E FE m> 2 3 C 4 EO l In M Mr 2b e
-1 m
'M
-1 l
e ,
- r. ^79-15-1
i ! CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 Reviewed by MIDLAND, MICHIGAN LABORATORY- TESTING DATA
SUMMARY
r6u[ Dote ta Project No. 2190 ' Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required hbg- Oo oz IDENTIFICATION TESTS STRENGTH TESTS CONSOL. Leberefory Log
'I
- Torvone 7cor de Failure a-a3 S train C (D O
$ . E . "'
- i; kE Weler Centent LL PL Sieve Hyd 4
-200 -2p !E
==
y#
- s ,,g S eil Description
~
$$ EE f t. *g og % % eg, eg, 88' E$ y, , psi psi */s 88
>o 2* 2.!In "g 2 DC16 3.0 189 10.0 Average total unit weight (3.1'-3.8') = 144.8 pcf T*'
Grey mottled brown Sandy CLAY; fine i i5 st E,o 3,y_ grained soil of Iw oo 3_a Save P l asticity with 40-45% m2 fine to coarse Sand
$2 3.8 9.0 and fine Gravel sizes o $p very stiff consistency (CL).
d.T M5 Includes pockets of O - dark grey Sandy Clayey r t, . Silt of hard consis-Q o9 tency (less than 10% of total). 24
- mm
- . .=
EE GP C: Ct' ;
-1 m bC (D E rE m> 4 2 XI'4 C
EO in 1 m r" 23 D ED
=A m
(A
-t
- 1 i
7270.C79161
CONSUMERS POWER COMPANY-
' 'D MIDLAND MICHlG N ONW EN DM WMW j,3,_f jf r - - y ProjeCf No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required h$p I
*o oz IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Laboratory Leg
- Y Failure r-as Strain I8t 'r "' #c 8' #c criterie O ** Water Sieve Hyd 4 .m 8 e ,,4
$. Depm ' C C ED E - 5h Conte t 200 -2p EE y S oil Descriplien I_q$ eE EE f t. *g 5 e4 e4 PCI E$ T P'I P'I %'
>Q 2,*g DG16 SS6 10I0 58 0 6.8 Grey brown Sandy CLAY; to y fine grained soil of
'EO o low plasticity with o 40-45% fine to coarse QE Sand grains (CL)
-, 2 mo or 11 jj DG16 SS8 1370 582 10.7 Grey brown Sandy CLAY; i:;D fine grained soil of D p low plasticity with
{g - 40-45% fine to coarse 2o Sand grains (CL) OO 2D m -i 16 _$. DG16 SS11 iI6 585 7.1. 6 Grey brown Sandy CIAY; g2
- fine grained soil of low plasticity with 40-45% fine to coarse Sand grains (CL)
C DG16 SS12 t 17h!O 586 10.9 Brown Sandy CLAY; fine rg grained soil of low AD plasticity with 35-40% 2$ fine to coarse Sand' grains (CL) 2o to M De r 23 D ED a og m (A
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MIDLAND,MICHlGAN . ff g
. Project No. 2190 -Project Engr. D. Schulze Assigned B/. Marshall Date: Assigned 10/17/78 Required oo 2 g-
.6
*Z IDENTIFIC ATION TESTS. STRENGTit TESTS CONSOL.
Laborofory Log mO .7- i' Depm
*; Wofer Sieve Hyd I, ,
, Torvono agor &c Foilure Fe - as Strain and
- Cg jg . '
Criterio C 2 en Z E en a g f t. 3 Content
~
200 '2p
,, ':f g
- a. o
.7,,,
y ,,, PS3 Psi %. e SoI Doecription 2* DG17 3 171 [ o 192 Average total unit weight (17.0'-18.5') = 138.1 pef Brown mottled grey mg 17.1 13.6 TV = Silty CLAY, Sandy or
'EO ' 4
Sandy CLAY; fine
.gO y[)23 13.4 26 12 61 22 '120.5 U 9 Mx 4166 8.2 grained soil of low m2 Tv- plast.icity with 30-40%
17 7 15 0
.M 2 125tsf fine to coarse Sand
$p ,b,I,~. 12.2 23 13 69 26'2.72 125.3 C and' fine Gravel sizes,
.I% In.[i t 12.1 very stiff consistency E' .
;- (CL)
'D ! _ .j Save V W J
- mm i_
fO 2> DGl8 SS6 11h 6 55'l14.1 Brown Clayey SAND; fine to coarse Sand grains
$"m with 35-40% fines of
- 2. low plasticity. (SC)'
22 Q0 ,
- y. m. 4 12 c DGl8 SS7 i 0 656 11.7 Grey and brown Sandy F. . CLAY; fine grained soil Hm of low Plasticity with
>C 40-45% fine to coarse e
Sand grains (CL) my '
,a -
C i EO m ,i m-Eb m
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m
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CONSUMERS POWER COMPANY MIDLAND PLANT "' I '"' g 9LAN9 ICHlG N LABORATORY TESTING DATA
SUMMARY
D '
/
/
/ VI' Project No; 2190 Project Engr.D. Schulze Assigned By A. Marshall Date: Assigned 11/8/78 R luired oo Od
*2 IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
. 2 g- Laboratory LoS
'mO 7 i 3; water Sieve Hyd 4,
, Tonene acor Fe Feature a-os s Strain ,,g Fi
> G) 2 N DG18 34 !:
SSI
",F 2*k[5 650 M "4' t 2.8
'd qo 5
t ,l', H s ...
... * 4e ""#"'
Grey SAND; fine to M9 coarse Sand grains g$ with 5% non-plastic o fines (SW)
'm C
.o 2
-t3 mo o r-fh' oO DC18 SS2 *kTo 651 8.8 3 ,.
Grey SAND; medium to coarse Sand grains. Ng less than 5% fine Sand mm grains, less than 5% 2@ non-plastic fines g3 (SP) m "I
. DG18 SS3 6 870 652 25.7 4 Grey SAND; fina to
.y medium Sand grains with less than 5% non-F . plastic fines (SP) ,
C CO
*i
- 8.0-gg DC18 SS4 9.5 653 12.3 21 Brown SAND. Silty; gg fine to coarse Sand mb grains with 20-25%
2$ non-plastic fines (SM) zo m9 m r-23 b m
-t m
(A
-t (A
1 7220-C79 3 6-? ... _m. _ _ ___ _ ___m_ _ _ _ _ _ _ . _ _ _ _ - _ _ _ . - - _ _ _ . _ _ _ _ - _ _ _ . _ _
f . . CONSUMEC POWER COMPANY -
#"D "
gioLAND,MICHIG N 2190 LABORATORY TESTING DATA
SUMMARY
D //>]/ 8 y v ProjeCf No. Project Engr.D. Schulze Assigned By A. Marsha11 Dote: Assigned 11/8/78 Required
'O O g- Od IDENTIFIC AT60N TESTS STRENGTH TESTS CONSOL.
oz _ Laborofory Log o e 2 a- Water Sieve Hyd .6 E =. Torvone acor &c Foilure a-63 Strain
' Depth s
end G3 $. .E kh content '
-200 e2p d
EE Criterio C y',(',, S eil Description h$ eE E$ f t. j ;; e4 5
- e4 .e4 PCI E$ y psi psi % 'O
>c 2* DG18 SS9 159g 1 6',8 14.9 6 Brown fine SAND;' uni-
$w9 2 form fine Sand grains g~ with 15-20% medium to g o coarse Sand grains,
'$j m mo 2
5-10% non-plastic fines (SM-S?)
-o r-fk 00 DG18 SS10 121 03 659 18.1 2 Brown fine SAND; uni-form fine Sand grains-ND with less than 5% no..-
m$ Pl astic fines (SP) 20 00 2 m
. DG18 SS11 in a 660 18.3 2 Brown fine SAND; uni-22 form fine Sand grains C .O with less than 5% 'l i
non-plastic fines i (SP) C Q b$ G3 E DG19 SS2 2.g"0 667 3.9 9 Grey SAND; fine to coarse Sand grains mf , with 5-10% non-22 4 Pl astic fines (SM-SW)' C zo
-mn m r-23 >
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vi
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;,. CONSUMERS POW"R' COMPANY
- MIDLAN LAN ' I LABORATORY TESTING . DATA
SUMMARY
, g g1DLAN9,MIC lG N 'h' p f.
I 4 W *
. Project No. 2190 Project Engr. _.n. Schul se Assigned By A. Marsha11Dole: Assigned 10/17/78 Required
;h
*d IDENTIFICATION TESTS STRENGTH TESTS CONSOL 2,h l' .
mo
.i
.E
*3* Water Hyd te , ;, Tonone asor Fc FoHun a-as Strein i....,...,, i. . .
. Depm .
s ,,g , Cg en jg z .' vi zE, g. f f.. i Content
; k . 200 Sieve
'. 2 p d
,,, (:-] y ,*,, psi CrHerio C Sois Description
>,e 3 ag og eg, ay, n. . y. , psi 'X.
' 2 *w DG18 SS13 222 D0 662 11.2 Brown SAND; fine to.
_ M9 medium Sand grains with
;g"$ less than 10% non-
.g O plastic fines '(SH-SP).
'mh
;$2 mixed with grey Silty CLAY of moderate mp plasticity (CL)
I ,i 2 ,i 8
'>O >
DG19 1 1* [5 193 Average total unit weight (1.0'-2.0') = 141.1 pcf Dark grey mottled. brown mg 1.2 12.5 jf3 ",,, Sandy CLAY; fine
~$b - 1* fo 11.9 22 .12 54' 20 126.9 U #' ~ Mx 3120 11.5 8'*I"*d
- Il fI" plasticity with-45-50%
.$N fine to coarse Sand and i
=g*$ fine Gravel. sizes, very 3g stif f consistency - (CL) .l c)n l
H . c 4 gg mz rr m>
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CONSUMERS POWER COMPANY .
- MIDpAND PL^NT u9 LAND, CHIG N I
LABORATORY TESTING DATA
SUMMARY
'[,, Q f Project No. 2190 Project Engr.D. Schulze ' Assigned By A. Marsha11 Date: Assigned 11/8/78 Required
'o h *6 IO ENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
. O F' b Water Sieve Hyd Ji s Yd Criterio
"'' '"" aad Cg 8Z jg E d
II-e' Content 200 -2p ,,, E; g 0 y,p. C . Sei Description
-1 :0 ta E a3 % % % a. o y. . , psi psi % 0
>Q 2 "N DC19 SS3 3 *D5 668 3.2 5 Crey SAND; fine to '
.M 29 coarse Sand grains g~ with 5% non-plastic g o fines (SW).
.m C k
i'!P
!j DG19 SS5 6.N5 669 9.8 1 Grey SAND; fine to 5y coarse Sand grains D> with 10% fine Gravel h$
2O sizes, less than 5% non-plastic fines (SP) QO mg 2 h.m EG19 SS6 7'9IO 670 12.7 6 Grey SAND; fine to 22 coarse Sand grains
*I with 10% fine Gravel p sizes, 5-10% non-c plastic fines (SM-SW)
CJi
-i tn DGl9 887 90I5 17.3 rE 1 671 9 Grey SAND, Cravellyg fine to coarse Sand m$ grains with 25-30%
C< fine Gravel sizes, Eo 5-10% non-plastic mM g_ fines (SM-SW)
- n >
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7220-C7916-1
- . i CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Ruiewed by MIDLAND. MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date i<Mfhf v v Project No. 2190' Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required
'hO r Pd oZ IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Laborofory Log O
- I I; Woler Sieve Hyd
, Torvone agor Fe Foilure Es - as S troin
. . .G o C and
'C .gg g E Content k 200 -'2p d _
CrHerio SoI Description II-
,y yp.
y= 8Z mZ a3 84 84 -% ao y,,, Psi pst %
>Q 2 *N DC19 9 ih!O 194 Grey brown Sandy CLAY; 12.1 21.9 Tv=
'N h O '7 '
fine grained soil of fO 12.9 21.0 low Plasticity with
,b $5ist 30-35% fine to coarse
$2 e 15% Saad and fine Cravel y2 12f4 i 17.3 27 13 64 22 le 1.8 U K 250 15.0 sizes, soft to firm
@ ,O 13.4 16.9 E3s ,,, consistency . (CL) g :ii
_. M 13270 1 15.3 26 13 65- 27 2.73 114.2 C % s[lumps Upperunder 0.8' ofits sample own Q weight] r. tvi us h- DG19 SS12 2 0 673 17,6 Grey brown Sandy CLAY ED or Clayey SAND; fine-QM m .M grained soil of low plasticity with 45-50% 22 fine to coarse Sand
'89 grains (CL or SC)
P-* C C?J dM bC en ra m> zm C 4 EO mm mr 21 b
=
M m w M w 7'>90-C7916-1 ,
s
' CONSUMERS POWER COMPANY Reviewed by M MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
MIDL AND, MICHIGAN Project No. 2190 - Project Engr. D. Schulze
- p. gjj g
,7 Assigned By A. Marshall Date Assigned Jan 1979 Required _
oo O4 IDENTIFIC ATION . TESTS STRENGTH TESTS I CONSOL. z r- * . ** Laboratory t.o g
.' us O X *3 Water Sieve Hyd &, I*888 #cor #c Feiture Fe - as Strain Depth *-
Cg gg E g Contene - 200 -28 y,,, o, y critulo ,, 7 C S eil Description eE en a f t. g2 .: , % % % ao y, ,, pet pef %
- z- DG 19 10 us -
1070 195 AveraFe total unit weight (15.0'-16.8') = 125.8 pcf irown SAND uniform
~
15.0- fine SAND grains with E,o ;4 Save 10-15% medium to coarse o0 15.5 15.5 sand sizes, less than m lgz
. -g z 15 5-16.3 Save iO% non-plastic fines (SP, SP-SM),
$0 1$74 14.2 25 2m 16.4-16.8 Save oO
> 1 I (yA m ul zO
- O9 z>
m -1 mM z U3 E
*E .r>
b C
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, 7220-C79-16-1
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7 CONSUMERS POWER COMPANY WID AND PLANT NI I R e M 9LAN9, CH G N LABORATORY TESTING DATA
SUMMARY
djy) p Project No. 2190 Project Engr.D. Schul:1d Assigned By A. ' Ha rsha11 Dole: Assigned 11/8/78 Required oo OO Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL. Torvono acor Fc Foilure a-a3 Stroin O 7- k- Water S Hyd .G ' n. s
*"d jj ii !i 'l,I M '*"'"'
'd 'E -*ieve f, :*g 7',
H r"-, ,e,
,e,. .,. '*do $" a ">>" -
2 *N DG19 SS11 18g5 i 672 19.3 12 Brown SAND; uniforms sn 9 fine Sand grains with g~$ 30% medium to coarse oo Sand and fine Gravel m sizes, 10-15% non-
.$@2 mn plastic fines (SM) or
'Ii DG20 SS1 3+U-2 ri 6.5 676 14.0 9 Grey brown SAND: fine to coarse Sand grains
~Q8 with 5-10% non-plastic r-M gg fines (SM-SP) on
'ED mM mQ 2_ DG20 SS3 5,o_
9.5 678 11.9 13 Brown SAND; fine Sand ' g2 grains with 25-30% i % medium to coarse Sand C: and fine Gravel sizes, i u- 10-15% non-plastic fines (SH) , D DG20 SS4 1 5 679 17.6 16 ' Brown SAND; fine to g" E g medium Sand grains witt 'l m> 17-20% non-plaatic 2$
.C fines (SH)
EO (D ri m r-23 > (D 1 -t , m ln
-i (n
3 7220-C7916-1
8 ,, CONSUMERS POWER COMPANY MIDLAND PL6NT "' I
- 9LAN9, CHlG N LABORATORY TESTING DATA
SUMMARY
fg is y v
' Project No.
2190 Project Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required ho Po oz IOENTI FIC ATION TESTS STRENGTH TESTS CONSOL. Loboratory Log hg-O
- I a Woler Sieve Hyd em 8 #cor og Foilure Fa - a3 Strain ond
[g I8r "' Ji CrHerio C . CW -E - .E .
'E kC Content 200 '. 2 p Soil Description
*g P"' *8 h$
>G eI EE f t. 04 e4 % E$ y ', j PSI Plf */o
'2N DGl9 13 212 b0 196 Average total unit weight (21.0'-21.8') = 131.2 pcf Brown Sandy CLAY; fine MO
_2 21.1 17.4 Tvs grained soil of low o 3g ,sf plasticity with 40-45%
~
"o .21.8 15.9 74 ,,, Une to coarse Sand mC and fine Gravel sizes,
,O$ firia consistency (CL) m5 From 21.2' to 21.7'
@ Brown SAND; uniform 2 ,i fine Sand prains with 09 less than 10% non-Ng plastic fines (SP-SM) mm 2O QO 2>
m -i
$. DG20 10 NO 197 Average total unit weight (10.5'-12.0') = 137.9 pef 10.5'-10.9' and 22 10.5- 11.8'-12.0' depth:
OP 10.9 Save Brown SAND; fine to 10.7 18.9 medium Sand grains j log 2 Save with less than'5% non-6 plastic fines (SP) C2 11.2 11.9 From 10.9'-11.8' depth
%M 11.3- Grey brown Sandy CLAY; II*7 88'"
1 m5 fine grained soil of rE 11.7 8.7 low plasticity with
$ H:
11.8-12.0 Save 35-45% fine to coarse Sand and fine Gravel EO m 71 sizes (CL) mr ' 23 D m
-t m
m
-1 m
7220-C7916-1
i-CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA
SUMMARY
gg MIDLAND, MICHIGAN Rolewed by / pagedrh1 / Project No. 2190 Project Erigr. D. Schulze t y v Assigned By A. Marsha11Date: Assigned 10/17/78 Required hh 2r ,. .- Po o2 IDENTIFICATION TESTS STRENGTH TESTS CONSOL, Laborofory Log-
' v, 0 ., w ,,, s ,,, g,, ,
;, ,,, Torvane agor ag Feiture a-as s Strein ,,g Cm $- E . 'O' h4 Content LL PL 200 -2p !5 'NI"
. Q$ $$ ES f t- * ;; %. % %
**' ES 7 Te' ,'
psi psi % ** S oil Description 2 DG20 13] [ 3 198 Average total unit weight (13.5'-15.1') = 128.6 pcf Grey mottled brown Nh 14.0 17.9 ' Sandy CLAY; fine grain-T52%f 0 E,0 14.0- ed soil of low plastic-oo 14.4 Save ity with 35-40% fine to
@2 14.4 21.4 $5 tsf c arse Sand and fine
-4 2 14.5- Gravel sizes, soft Qp 15.1 16.9 7 consistency (CL) 2 :;i At '14.5' change to 2M Brown SAND; uniform h fine' Sand grains with rm less than 5% coarse Qy Sand and fine Gravel oo sizes, less than Eh 10% non-plastic fines
$m (SP-SM) m .m EE op -
- i e-C
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=z rr m>
- 2m 4 C
4 EO m 75 mr
=>
m
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m
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i *. 7220-C79-16 _ _ _ _ .___ _ _ - . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - _ - - _ - _ _ _ _ _ _ _ -. _ _ _ _ _ _ _ _ _ -
m
., j
~ CONSUMERS POWER COMPANY MIDL^" "L^ "' I LABORAlORY TESTING DATA
SUMMARY
R e ed
. M1DLAND, ICHIG N g p Project No. 2190 Project Engr.D. Schulze Assigned By A. N rsh11 Dole: Assigned 11/8' Required
.bo Pd IDEN TIFIC ATION TESTS- STRENGTH TESTS CONSOL.
O 7 i Water Sieve Hyd 4, ;, Torvone acor Fc Follure a-as s Stroin and js" (:f y,f, O'II" f$ 5g E g Content 200 62p ,, S oil Descrif 'lon
-1 21 8Z vs E Il-a Is % % % eo Test 8'I 8 83 %
- bQ-g DG20 SS5 15g g0 680 19.9 9 Brown fine SAND; uni-(a y form fine grains with E,o 15-20% medium to coarse oO Sand and fine Gravel mE sizes, 5-10% non -
$2 ,
plastic fines (SM-SP) mo o f-2j DG20 SS6 171 [ i 681 20.0 11 Brown fine SAND; uni-form fine Sand grains 5 gp D> vith 10-15% medium to
.m$ coarse Sand grains, 20 10-15% non-plastic yh fines (SM-SP) m -1 mQ LD._ DG20 SS7 22 0-23.5 682 19,7 7 Brown fine SAND; uni-
$,$ form fine Sand grains with 5-10% non-plastic fines (SM-SP)
, DG22 SS8 13i f0 692 18.6 7 Brown fine SAND; uni-rg form fine Sand grains m> with 5-10% non-plastic 2$ fines (SM-SP) ' Eo cp 7: AF 2D cp
-t
-3 mnn n ,n , c ,
__ _ m _.
.s
- CONSUMERS POWER COMPANY g
MioS_AND,MICHIG N. LABORATORY TESTING DATA
SUMMARY
'"hD
,f f f 7- r Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required oo *d IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Z Laborofory Log 2 b- W ;, Torvone a cor &c Foiture a-as Stroin mO 7 i o Sieve Hyd jg 4, s and 34 3: ,, jj; c ater ;' 's 's =;o -g 7l,
,,, 'Xo ><o->"- >m
. 2q ~g M20 D}]!o 199 Grey brown Sandy CLAY; my -20.6 13.6 [V3's fine grained soil of 2,0 zo.f_ low plasticity with o O 21.3 Save 40-45% fine to coarse g]2 2 21.3 15.7 Sand and fine Gravel
.-1 21 sizes, firm to very .@p i .5 Save stiff consistency (CL) f) ik!7 Save oO 21.7 11.1 N3 mm 21.8-22.0 Save 2O on DG20 SS8 EN6 683 16.3 Brown SAND; fine. Sand g$ grains with less than -- 10% non-plastic fines
'$[ ' (SP-SM) [ Wood frag-ments noted] H cc
-i m bC =r >
rz i mb - 2 3 C 4 E m O,i mr 2b
=,
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m
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CONSUMERS POWER COMPANY - Reviewed by J'*** MIDLAND PLANT UNITS I a 2 LABOrtATORY TESTING DATA >
SUMMARY
g, g + MIDLAND,MICHi3AN Date Project No. 2190 Project Engr D. schulze Assigned By A. Marshall Date Assigned Jan. 1979 Required 3
.i Oo I
.'O O .Od IDENTIFICATION TESTS l STRENGTH TESTS CONSOL. I Z T- -
. 22 -
Laboratory -Log !' u) O C E g 8 a:* Water Sieve Hyd S. yd 1, , Torvono o acor ac Foilure a-as s Strein and 3d E g , Content -200 - 2/4 E ,, g CrHerio ,,7 C g ez f t. yy . S oil Description
-1 m in z ,,, g g' g g P
- a. o y,,, psf psf- % .eo do (N DC 2 8 2bl 4 29 14 ' Cat' ion exchange and x-ray diff action tests Br wn Silty CLAY, w9 Sandy; fine grained y$ -
s soil of low to moder-go ate plasticity with mc , - 30-35% fine to coarse
$z mn Sand grains, stiff to very stiff consis'.ency
$C -
.(CL).
zl '
.yo u, m (/)
2O 99 z> m -1 mA
'D -V) a 3o C.71 % u) >C DE , ~K TI >
g 23 - Ci CO
. D ri 78 r-U>
ED
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a 722C-G / 9-10-1 i _ _ _ _ _ _ _ . _ _ _ _ _ _._-__-__~__.__ . _ _ _ _ _ . _ - . _ _ _ _ - _ _ . _ - _ _ _ _ _ - _ _ _ _ - _ _ _ --_ - - ---_-___.____-. - - _ --. ._-
J CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Redewed by q Project No. 2190 Datei thhl
< v
/ I v
Project Engr. D. Schulze Assigned 9y A. Marshal 1 Date: Assigned 9/17/78 Required
'ho Z r-O6 2
IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
'm o
- I
- Laboratory Log Wofer Sieve Hyd 4 4, Torvone acord e Failure a s- a3 Strain C 03 %^g E . 'O k$ L' d C and Con tent b$ y'r crigeria
~
-200 -2p eZ E$ f f. *g %
E$ y, 80
.'h QI$
23
, psi ' psf %
2*g DG2 8 3 g '4 Average ~ total unit weight (23.5.'-24.2') = 134.0 pcf Brown Silty CLAY, m2 23.6 16.4 Tv= Sandy; fine grained P- O 0.8 tsf db 2 14.7 29 14 68 22 116.0 #' ~ 9 soil of moderate
.m 2 U.
max 2125 10.0 plasticity with'30-og2 24.2 14.8 Tv: 35% fine to coarse M 15f Sand grains, stiff Qp to very stiff Iy 2 vi consistency (CL) Q DG2 9 f-252 b0 5 Averalte total unit weight (25.5'-26.6') = 131.4 pcf Brown Sandy CLAY;. m u" 25.6- 19.2 Tv: fine grained soil of 03 tsf gg 25i fy Save low plasticity with ED 35-45% fine to coarse mm * ' TV 0 7 ISf Sand and fine Gravel m -- sizes, firm to stiff 265 { 6 Save 22 consistency (CL) GP l DG3 3 213 [ 5 6 Average total unit weight (21.0'-22.3') = 135.0 pcf Dark grey and brown G. 21.2 14.4 Tvs Sandy CL AY; fine 0 28 tst N grained soil of low y$ ib7 Save plasticity with 35-21*7 14.3 Tv= 45% fine to coarse mE d '*f g Sand and fine Gravel 213 b Save sizes, firm to very . 2m 4 stiff consistency C i 4 - (CL)
.r On
'm r-2b
.m
-1 m
m . -t
.-m 722C C7916-1
s
. CONSUMERS POWER COMPANY MIDLAN PLAN ' ***
. g' fJ DUN 9,MIC lG N LABORATORY TESTING DATA
SUMMARY
gfr Project No. '2190 Project. Engr. - D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required hh 2r O6
~a2 IDENTIFICAfl0N TESTS STRENGTH TESTS CONSOL.
Laborof or y Log
.mo - *
{
; Woler Sieve Hyd 4 , or, ne a g ot g Foient a s- a3 S train ,
and s Cr H e n,e E " Content E, 0 e C
.g2
{% (E EB g mZ d II- _a 3 84 200 ef, 2p of, p ,, . st , yp. y,,, psi psi Yo Seil Description l DG 2 *N DC21 1 1*f5 200 Average, total unit weight (1.0'-2.4') = 132.9 pcf Grey mottled brown sn 9 i TV Sandy CLAY; fine 2 1.1 9.4 o gg ,sf grained soil cT low
-2 1*
0 3y, plasticity wa -45% 9 m2 Tv = fine to coarse Sand 1.9 10.2
.$2 m5 l*9-t o tsf and fine Gravel sizes.
stiff consistency (CL) saw gh 2.4
. Includes pockets of 2m brown Silty Clay of moderate plasticity QO rg (less than 5% of - m to total). ~z o QO ED mM mM 2 ."
EE QO .. W
-h1In
- DC (D E rg m>
-2 i2 .
C EO (D m mr 2> (D
-t m
M e
-t M
7P20-C7916-1
, .. - .. - c - - - - ~ . .
i CONSUMEFt3 POWER CO" TY g MIDLAN , ICHlG N LABORATORY TESTING ' DATA
SUMMARY
j f--g Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required oo Oo IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
*Z Laboratory Log 2r .
a-as _mo 7- ; o- Woler Sieve Hyd as yd
, n ne eee v oiture s S tro e.n and C jg E g
," Content L 200 '- 2p ,g (:f Type
'"I S oil Description
-q 3 8Z ta Z II- _a ; .% % % ao Test P"'
P'I %
>m g
DG21 3 4kI5 201 Average total unit weLght (4.0'-5.6') = 137.9 pcf Brown SAND;.f'ine to 2 4$75 Save. coarse Sand grains - E*O with less than 5% non-mo 4.5 12.6 plastic fines (SW) 10.8 Tv* At 4.8' change to
'@2
-t 2 5.1
' 8 3
Gtey Sandy CLAY; fine "h *565 Save gr. tined-soil of low 4 Ti plasticity with 35-40%
.>h] fine to coarse Sand and fine Gravel sizes, r> m very stiff consistency 2O (CL) mO -2D DG21 5 10 5- . m -t 12.0 202 Average total unit weight (10.5 3--12.2') = 135.3 pcf Brown Silty CLAY; fine mm Tv =
2 .M 10.6 26.7 i grained soil of moder-EE ate plasticity, stiff ap 1011,.1 11.1 17.7 17.3 22 13 60 28 2.71 110.7 Tvs C M consistency (CL) At 10.7' change to 088 tsf Brown Sandy CLAY; fine g g 111 b7 11.8 20 12 61 23 123 0 U 01,5% 900 15.0 grained soil of low
** Tv plasticity with 35-40%
11.7 15.4 0 4 '5' _g m g ,3_ fine to coarse Sand and 12.2 Save fine Gravel sizes, firm
$E Tvs to stiff consistency rI' 12.2 12.4 i
my 0.4 tsf (CL). 2 3 C 4 EO m ,i mr an ._ m
-t m
m
-1
= l i
7^r0-C 79-16 1
m CONSUMERS POWER COMPANY I MIDLAND,MICHIG N - Project NO; 2190 LABORATORY TESTING DATA
SUMMARY
***h
,4 y Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required OQ 00 06 10ENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
(n O F- i 8 Woler Sieve Hyd 4s E* " " " ' C C '~3 # " and C j E g ," Content 200 -2p ""'
-t E ID en Z t,
,j , g eyp cye
, {:
g, , Ty e pgl pg{ C/, O S oil Description
>o ziN DG21 5 12gI5 9 203 Average total unit weight (12.0'-13.8') = 135.1 pef Brown Sandy CLAY; fine
- M9 12.1 18.4 Tv= grained soil of low gg 01tsf plasticity with 40-50%
'm O o 'C 21 $6 13.5 20 12 56 21 116.5 g 0{5% 300 15.0 fine t c arse Sand and fine Gravel sizes, 12.6 13.5 S2 [Vg's tst soft to stiff consis-l'!p 1232 1 13.1 20 12 53 20 2.71 119.8 C % tency (CL) zj 13.2 13.4 l$I8 Save r, m an 20 14,o_ DG21 6 15.5 204 Average total unit weight (14.0'-15.2') = 134.7 pcf Brown Sandy CLAY; fine m -1 14.1 13.7 grained soil of low
$"$ 14.9 11.4 Tv=
o es tsf plasticity v2th 40% gg , fine to coaree Sand 0 .0 15.2 Save sizes, soft consistency (CL) with a 1-1/2" dia-meter vertical core of brown fine Sand with 3 less than 10% non-plastic fines (SM-SP) N$ At 14.8' change to Wg Brown Clayey SAND; fine mp to coarse Sand and fine 2 42 Gravel sizes with 40-c 45% fines of low hk 3 glasticity, stiff con-mr sistency (SC) 2b (D
-1 m
(n
-1
- I 7220-C79-16-1
CONSUMERS POWER COMPANY MIDL^" MlDLAND,MICHIG N I LABORATORY TESTING DATA
SUMMARY
**h j g Project' No. 2190 Project Engr. D. Schulze Assigned By A. Marshal 1D atef Assigned 10/17/78 Required ed IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
oo *# Laborotory Log
. 2 f~
( Tervone a cor a--c Foiture a-as Stroin
'mO 3 Water Sieve Hyd 4s l , s end Depth L V
- CrHuia
.C jg E g Content 200 -2p ,,, {: y,,,
psi % S oil Description _, m mz en z f t. .a 3 % *4 % a. o y,,, psi
-. D o 20 ~
- 2'g q
DC21 SS11 i2 0 689 15.3 Brown SAND; fine Sand my -- grains with less than 10% non-plastic fines EO oO (SH-SP) rft C O 2
-1 2
.m o or 23 2m DG21 SS7 i 6 686 13.9 Grey brown Clayey SAND; Fm f fine to coarse Sand grains with 40-45%
.@o fines of low plasticity oo 2h (SC)
$m m .m
.55 --
m .O W W^ CT.' Mm DC
=m ra m>
2m 4 C m m o, mr ab
=
-1 m
m
-1
= _
i 7""0-C79-16-1
CONSUMERS POWER COMPANY Reviewed by d!- MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
MID L AND, MICHIG AN Date eg M . Project No. ,_2].90 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required o"$ Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. mo
- i -
h water St.,e nya s, Torvene r cor Fe Faiiure ai - a3 Serain ' * * * ' *, * ' '*8 C* ~gg "'" Content ' yd E; Of or g Criterio C 7, g j4 '7,' 200 -2p yy , ,, 7 gg ** I '- _a 3 % % % ao Tee, per p % e ZN y DG 22 1 s 20s AveraFe total unit weight (1.6'-2.0') = 141.7 pcf Grey brown Sandy CLAY; m9 Tv= ~ ~~! fine grained soil of 1.5 13.9 _) 3o .4o ,sf low plasticity with o 'o 1* f0 Save 40-45% fine to coarse m gE Sand and fine Gravel yz sizes, stiff consis-ga tency (CL). Z ';ix:; Upper 0.6' consisted. of vertical zone of Q# brown fine Sand with r-$ less than 10% non-mg plastic fines (SP-SM). oD ' z>
-mW mm 2."
25 o .o s 6
~,i qm -
DC mI tI my zm . C 4 Imo,1 ' m-r m>
-4 m
m
.d m
3
'69n.0 70.1 A.1
CONSUMERS POWER COMPANY
. MIDLAND PLANT UNITS I 8 2 Reviewed h g gW MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
h d71e Date Project No. 2190 _ ProieCt Engr. _D_.Schulze Assioned By A. Marshall Date: Assigned Jan 1979 Required oo 04 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. 2r oz Laboratory Log mO E i 3. Wofer Sieve Hyd 4 ., Torvane acor Fe Foilure a s. a3 S train and Depth PL C ED I g E . Zg g,,,,,, .LL
-20o 2p f5
**' E$ y# '
' 'I
S eil Description h= $2 E$ " f 8. *g %
% % } y ,
psi psi % eo Do DG22 2 *f70 206 Average total unit weight ( 2.5'-3.5') = 136.6 pcf Grey-brown Sandy CLAY;
*2 2.6 11.4 [70,,, fine grained soil of E.O 2.6- low P l asticity with o O t t. Save 35-45% fine to coarse m2 Tv = Sand and fine Gravel' $2 3.4 9.8 e 4 sst sizes, stiff consis-I tency (CL). Includes pockets of brown Silty fy% Clay of moderate >p plasticity and brown Fm fine Sand (less than @$ 10% of total) oo E5
- m -4 mm m .m 55 mo H
cr
-1 m bC =z rr m> .. .
2 42 C EO m "n mr 2> m
-1 m
m
-1 m
-- r r.7916-1
\
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Ruiewed by g 4#
. MIDLAND,MICHIG AN LABORATORY TESTING DATA
SUMMARY
IL 7 Wu Date Project No'. 2190 Project Engr. n.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required O$ t6 10EN TIFIC ATION TESTS STRENGTH TESTS CONSOL. 2G : i' ..te, Si... n,. <., :E ,,- T. .... <. ., 3 roa... .-> S . s. ,, CM jg E De th Conf er t 200 2p
. C ,ete,i. C .
S eil Cet.riptio , . p g , y . H2 mE in z .
,,g e4 . e4 e4 a, ,,,
pse psi */. .
. 2D .* 4.0-
.,g DC22 3 5.5 701 Average total unit weight ( 4.0'-5.5') = 138.9 pcf Grey snottled brown
-Sandy CLAY; fine
$2 4.2 12.0 I [5 ,,,
2 .0 4.2- Brained soil of low plasticity with 40-45%
-g82 4.7 Save fine to coarse Sand 0 47 11.6 Es*i,e yg 4,7_
5.4 and fine Gravel. sizes, firm to stiff consis-o r- Save tency (CL). jj 5o D IaDt m in 2O oo ED mi mM
- "D.IA 25 G .O
.A >C -r rg m>
2 3 C* EO in 4 m r-
.O b (D
-1 m
M e
-i En J
7220-C79-16 ,
) '
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed by g # M!DLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
par, n 50np , Project No. 2190 Project Engr. D.Schulze Assigned By A.Narshall Dofe: Assigned Jan 1979 Required
'OO OO Oo oz IDENTIFIC ATION TESTS STRENGTH TESTS CONsOL.
2F Laboratory Los
, 3 ,. ,,,,, 3;,,, gdy L re,,en. ago, F, roisure a s- a3 S trein $o and En E. E, D" j$ C . .no R 200 -2p EE y *' ' C "' "I*
S eit Description Q$ $I '3I f t. 3 a4
"%~ % % %
E" T s Psi psi % ee
>Q
-j~g DC22 4 **$~5 '!08 ' Average total unit weight (6.0'-7.5') = 127.3 pcf Grey brown Sandy CLAY;
- 6.2- fine grained soil of
- g, in $ 6.F Save
, low plasticity with oo 6.8 10.0 i.7 ,,, 40-45% fine to coarse mE 6.8- Sand and fine Gravel
$2 7.4 Save 7 , sizes, very stiff to
$f 7.4 11.F o 7 3,,, stiff consistency (CL),
. . x .,,
2 "Tl no D Y (D n m in 2O 9O
' m$ m"4 2 ."
b5 O9 H
-N C -t (A >C ID E rg m>
2 3 C 4 , EO - (D 1 mr 2> ED
-1 m
(A
-t (A
7220-C7916-1
.. -. . ~ ,
)
CONSUMERS POWER COMPANY . (Je MIDLAND PLANT UNITS I 8 2 Reviewed by,7 LABORATORY TESTING DATA
SUMMARY
MIDLAND.MICHIG AN Date 2+ h M Project No. 2190 P oject Engr. D.Schulze Assigned By A.Harshall Dole: Assigned Jan 1979 Required IDENTIFIC ATION TESTS STitENGTH TESTS CONSOL. O Laboratory Log 2 r-
'mO '7 (. 23 Water Sieve Hyd 4, E= I8 "0 8 "' #co' Ec Foilure ci- as S train C and CE ePS E_ Cnteno jf .E g 4 Content . . -200 -2p , ,
yp. _ Sei Description
.qm eE en Z I t- ag og og ok e. o 8'i $*
Test m
>'g 2
q DG22 IIO 209 Average total unit weight ( 8.0'-9.5') = 136.9 pcf Brown mottled grey My 8.0- Sandy CLAY; fine grain-8.6 Save ed soil of low plas-E ,0 7y ,
-o O 8.6 11.9 o s3,,, ticity with 40-45%
m 8.6-- fine to coarse Sand O 2 z 9.4 Save and fine Gravel sizes,
$p 9.4 14.1 [55tsf stiff to very stiff I% Tv = consistency (CL). . 2 vi 9.4 1.ss est Includes pockets of 8 brown Silty Clay of D
I m, moderate plasticity
@$ (less than 5% of eO total).
2> mM mm 2 .m EE G9 s-TC r..
-A m DC =a rz mD 2 3 C 4 mO .. m m mr 2>
m ' M m
= ,
-1 m l 7220-C7916-1
CONbvMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
""I'"*d D#
MIDLAND, MICHIGAN. Ong, nbd l Project NO. 2190 Project Engr. n.Schulze Assigned By A.Harsha11 Date: Assigned Jan 1979 Required hh g-Oo ez IDENTIFIC ATION TESTS STRENGTH TESTS-CONSOL. Leberefory Leg I * .I
~-
m water Sieve Hyd 4 .. Tonene agor ag Feiture as -as Strein ,,,
$o C $2 . $. Depth -
Content k.,3 h g L 200 '. 2 p 65 y v*a' ' 'd' S oil Description - r,; g'l ;; ;; e t. % % g g ace
% eo lUi f5
~
DC22 6' 210 Average' total unit weight ( 10.6'-11.3') = 141.7 pc f Grey brown Sandy CLAY; gi 9 Tv fine grained soil of __ 2 10.6 14.1 0 esist low plasticity with "O 10.6 14.1 l$ts, 45-50% fine to coarse
. mE 10.6- Sand and fine Gravel !
$2 11.3 Save sizes, stiff to very ,
$h I:
11.3 9.6 stiff consistency (CL) Froni 10.5'-10.7' depth 2 m;i Brown Silty Clay of moderate plasticity QID
'rm Nui
.(CL).
2O e0 2> md a mm m.u> 25 6 .0 5 -a c: WE er rz Rh 2 3 C 4 EO mm mr 23 D
=
-t m,
u .
-t vi i
- 7220-C79-16-1
P A e ewed by DL PLA UN S LABORATORY TESTING DATA
SUMMARY
,g
__ . MIDL AND MICHIGAN . r r
. Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned J8" 1979 ' Required h$ $4 IDENTIFICATION TESTS STRENGTil TESTS CONSOL.
i.ei,.,ete,, t, mo
- 2 Yo - Water Sie,e Hyd g* l, Torvene asor Fe Foiture a-s- a3 Strels and E. g . D.pth Yd eg or c,ite,se cc /.
'Cm jj Nh Centent %
-200 - 2ft ,
.FQ gj g g, 3g .k 4 g pcf gg yy F '
,,g ,,, % /s o
$o DC 22 7 lh70 211 Average total unit weight (11.5'-12.4') = 130.5 pcf Crey brown Sandy CLAY; IE 11.6 13.6 [d ,,, fine grained soil of 2.0 11.6- ci- a3 low Pl asticity with o0
~
12.2 12.8 21 12 51 19 118.7 U n 1340 -8.0 40-45% fine to coarse o 12.2 14.8 Ed,,, Sand and fine Gravel
-t sizes, firm consis-
*S n
I tency (CL). [ Sample Deforms on E '9 n Extrusion] r, w mm zO ee z> m -i mm a.a. z2 a .o TC e - mm DC mr re mb z C =i EO m, mr 3 D m . m d i i 7220-C79-16-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _______m_ ____-__ m_m - _ _ _ _ _
CONSU.nERS POWER COMPANY MIDLAN0 PLANT "' I " ' ' ' g 9LAN9,g CHIG N LABORATORY TESTING DATA
SUMMARY
/ A 0 / I V Project No. 2190 Project Engr.D. Schulze Assigned By A. Marshs11D ole: Assigned 11/8/78 Required ho Pd IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
bb F i Deplh i LL PL sieve Hyd og y, $r awF Tof,',e ne c c Fsiture
,,,e a s sirein C
pP4 I mg E g jr coalent % %
'I U E pel type pel sell Description 49 vi a f t. at % % 'N. II Tee, nel % *
>e
.$ho DG22 859 14d g 693 19.4 7 Brown fine SAND; uni-form fine Sand grains g $
en with 5-10% non-plastic
,7ty fines (SM-SP) ,
m@
.mn 8z nC -
.j] DG22 SS10 151 b0 694 21.6 17 Brown SAND. Siltyg OD uniform fine Sand kg grains with 25-30%
m sa medlum to coarse
$8 g5 Sand and fine Gravel sizes, 15-20% non-d plastic fines (SM) g$ -
Et DC23 SS9 i 14$.5 706 17.3 8 I Brown fine SAND; uni-g2 , form fine Sand grains with 5-10% non-plastic fines (SM-SP) w I .: N c '523 SS10 16 i 5 707 18.1 8 Brown fine SAND; uni-03 Ni. form fine Sand grains m$ vith 5-10% non-plastic fines (SM-SP) 2$ C EO t 171 L'S O
-1 m
n m ,. l 7220-C79-16-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Rev,ewed i by - LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN Project No. 2190 gas,ihhy /
, , -/
Project Engr. D. Schulze Assig led By A. MarshallDole: Assigned 10/17/78 Required oo Od
*2 IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
2 T- Laborofory LoS
' (n O 7 $ 5 Woler Sieve Hyd Ji, yd 4, Tonone agor Fe FoHure a-as s Stroin C
and C j g E 'E 4 Content 200 '2p 0 CrHerio g . py ,p. Sell Description
- o eE E f t. .: 3 % % % o. o y , ,, psi pel % 8 2* DG22 SS11 1987-2 695 13.0 Grey Sandy CLAY; fine 88 g grained soil of low E.O plasticity with 40-451 c) O fine to coarse Sand 2 grains (CL)
. $., 2 EP
' 2h DG22 SS13 252NO 696 8.2 Grey Sandy CLAY or 50 Sandy Clayey SILT; fine p> grained soil of slight m$ to low plasticity with 2g 40-45% fine to coarse
.yg Sand grains (CL or m ~1 CL-ML) M .Em? DC23 1 l'h76 611 Brown mottled grey 1.1 8.7 Tv ' 2 0 tif Sandy CLAY; fine grain-TV. ed soil of low plastic-h
- 1*3 8*4 l.75 tsf ity with 40-45% fine
(} 1. Save to coarse Sand and fine 6
- t th Cravel sizes, very rr stiff consistency (CL) m>
20 C 4 EO tp "'I m-
;U D ED
-l m
En
-t
.in 7220-C79-16-1
i CONSUMERE POWER COMPANY MIDLAND PLANT UNITS I 8 2 g'
- LABORATORY TESTING DATA
SUMMARY
. " *"I'"* d DV
. MIDLAND,MICHIG AN Date 11 dd Project No. 2190 Project Engr. - n.schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required o8 e (DENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
5co = 2 t.. cg
- . ,,... ,,. r...... e. F. u- . ., S . ..
,* v .-
- a. 'a p c. ..,
,n .i,- ;Cm !, a, a s q q .too 2, ;g g;. c a.<>.
s S .i, ....,i,...
. t.
s s I
.. 1. ,, ..i ..i Uj [5 DG22 12 212 Average total unit weight ( 21.5'-22.3') = 143.7 pc f Brown mottled grey-m2 21.6~ 13*2 'g,o 2M-A '5' grained soil of low a o C 22.2 Save plasticity with 35-40%
22.2 15.3 fine to coarse Sand and m$
$_ T v = ,,,
os3 fine Gravel sizes, mo firm to stiff consis-zy tency (CL).
? ,i nO rb mm 2O on sis mm m*
m. 2s an ,
+
te
.C; -, m - >C mz rz mp i 2 43 C
EO e 'l mr 2h O '
-t m
m, . 7220-C79161 -l
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed by MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
D Ode I, M, 11 ,I ,!
' Project No. 2190 Pr'oject Engr. D. Schulze Assigned By A. Marsha11 Date: Assigned 10/17/78 Required oo OdZ 10ENTIF! CATION TESTS STRENGTH TESTS CONSOL.
2 r- Laboratory Log mO 7 $ De8th I " SI' HFd E
- and C
g- jg gg 4 Content
,k , 200 -2F a
Vd
,,, hj y, ,
- C S eil Description
-q 3 mZ <a Z Il - ag 84 84 84 eo y,,, psi pse
*4 e
>Q 2g DG23 2 2-{-0 612 Average total unit wei;tht (2.5'-3.9') = 134.0 pcf Dark grey Sandy CLAY;
*2 2.h!7 Save fine grained soil of 2 .0 2.7 Tv I w Plasticity with 0 0 9.5 2.s tst 40-45% fine to coarse Q 2. Sand and fine Gravel
-t ._
sizes, very stiff
.Qp 3.I 10.5 consistency (CL) yg- 3. {9 g,y, At 3.2' change to 50 3.3-3.9 2.9 Brown SAND; uniform fine Sand grains witt
- 3m 15-20% medium to esarse
$o Sand and fine Gravel OO sizes, less than 10%
y$ non-plastic fines m "m (SP-SM) 2 ._ bb DC23 3 SIS 613 Average total unit weight (4.0'-5.3 ') = 128.6 pcf Brown mottled grey H 4.gI3 Save Sandy CLAY: fine grain-B0 ~ ed soil of low plasti:-
-d 8 Save ity with 40-45% fine 4.5 5.6 to coarse Sand and fine qm 4'3_ Cravel sizes, very bc 5.0 Save stif f consistency (CL)
"l 5.0 9.3 Tv. From 4.3'-4.8' M> 8 37'5f Brown Silty SAND.
2 5.kI3 Save crave 11y: fine to ja$ -" coarse Sand grains m ri with 20-25% fine m r- Gravel sizes, less
"$q than 15% non-plastic m fines (SM) m H
m i 7 >90.C79-16-1
j a= 43 t CONS'UMERS POWER COMPANY ND LANT "' ' MID$i9LAN9,u CHIG N LABORATORY TESTING DATA
SUMMARY
***dyVf
, f Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required no-
'o o Oo IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
* *I O l k D e' p t h Water LL PL Sieve Hyd Ji s Ye
$ m.,
s= T8r'r o 888 &cor c F# Isr8 4*F3 Strein f' C ED E . Cen tent Criters. ce
- g. m "!'s 5 od I I-
- g. 200 2p ,g, ;;g y,,,
g0 s eig 0 ,eceiption 83 Z psf 23 88 E _a o % % % a. o y,,, psi % o - 2 *N DC23 -4 5.g.0 614 "o2
-t 5.7 11.3 Brown Sandy CLAY; fine grained soil of low 2.0 plasticity with 40-45%
g@2 fine to coarse Sand and
.o, 2 fine Gravel sizes (CL) mo n r-jj DG23 7 lo gg 0 983 Average total unit weight (10.0'-11.9') = 128.8 pcf Grey Sandy CLAY; fine C7 10.1 16.2 i Tv= grained soil of low
'N, 0 2 tif plasticity with 30-45%
mg 10.7 14.3 [V3 ',,, fine to coarse Sand
'bb - i ~2 13.5 20 12 60 21 109.2 U e 15I E 365 15.0
*" 'I"* '***1 "I****
soft to stiff consis-
$ 11.2 13.9 f,* ,,, tency (CL)
." ' Ai (5 13.3 19 11, 55 20 2.7; 117.7 C
$,$ 11.9 12.8 Tvs 0.63 tsf 12 DC23 8 9 -0 615 Average total unit weight (12.C'-12.6') = 137.6 pcf - Crey brown Sandy CLAY; t '- 12.2 13.2 Tv= fine grained soil of 0 "
m low Plasticity with
$2f6 Save 40-45% fine to coarse rg Sand and fine Gravel m> sizes, firm consistency 2$ (CL)'with a
- 2" Eo diameter core of cn 71 brown fine Sand verti-
${in cally through entire sample
-1 m
m
-t m
r.r 7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I S 2 Roiewed h MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
D ate ,85,/27 v Project No. 2190 Project Engr.D. Schulze Assigned ByA. Marshall Date: Assigned 11/8/78 Required E' 4 IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
- i. gQ t... ... , t..
. 2 ,-
3- ** F85'" 8*#3 I N
- I"
' mO 27; Wete, Hyd 4s C *# ..d i
=
c pg r, g, a " "' p c...e., =oo .m ag. Sieve Y g; *,,'.';*
. "* c,nui.
ya ez .z f t. ag e4 e4 og a. 7,,, p ri pei %
- D *Q Brown fine SAND; uni-2 N DC23 SS11 21gIS g 709 15.9 4 form fine Sand grains
_ N9 g~$ with less than 5% non-goC plastic fines (SP) m N as Grey SAND; fine to hh DG27 3*kn 15fA 4.7 3 - coarse Sand grains oO
> with less than 5%
y$ m non-plastic fines (SW) 20 on 5D mM 22
- DG27 SS6 i(5 1062 14.4 14 Brown fine SAND; uni-form fine Sand graihs u ,n with 10-15% medium to ct> arse Sand grains,
- 6. 10-15% non-plastic N; fines (SH)
C DC27 SS7 19fIO 3 1063 16.3 14 Brown fine SAND; uni-rg form fine Sand grains m> with 10% medium to yk
- coarse Sand grains, 10-15% non-plastic Eo W' fines (SM) m r-MD m
-t m
CA
-4 4
M 72EO-C79-16-1
- CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA
SUMMARY
Raimd W MIDLAND, MICHIGAN Date [k! ,! Project NO. 2190 Project Engr. D. Schulze Assigned By A. Marsha11Date: Assigned 10/17/78 Required O6 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. oo
.C O
- jg (g
E s Water Content Sieve Hyd 200 '2p I's d, E* E y,p. 8 C" C " CrHerie 8" 3 " C and Soil Description ya eZ en Z ft ,,, g g g g e, 7, ,, psi psf % 8 bo 2" Grey brown Sandy CLAY; "gE DC24 1 1*3!o 616 1*!!4 10.1 21 12 52 17 127.0 U #' ' # dax 3664 6.6 fine grained soil of low P l asticity with 2 ~O oo 1.4 11.2 ,T ,stof 45-50% fine to coarse z 10.3 Sand and fine Gravel o
-1 2 2.0 sizes, very stiff con-sistency (CL)
$@ [From 1.5'-1.9' depth 2 :ii sample intermixed with E'
> pockets of wax]
r.( Tvt m 20 2. s- Crey Sandy CLAY; fine g9 DC24 2 4.0 617 grained soil of low 2$ 2.g'3 Save plasticity with 40-45% m$ z.6 - 11.1 fine to coarse Sand 3.3 2_ and fine Gravel sizes (CL) [ Entire sample disturbed] Grey brown Clayey SAND; DG24 SS3 4*$I6 716 8.2 fine to coarse Sand and f fine Gravel sizes with gm 40-45% fines of low asj plasticity (SC) rg mp
- 2m 4 C
E m O, m r-m> m
-1 m
m
-1 m
7220-C7916-1
- j. , ,
4 i CONSUMERS ~ POWER COMPANY I R y MIDLAND,MICHIG N LABORATORY TESTING DATA
SUMMARY
ewj
, p f I
Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Oofe: Assigned 10/17/78 Required oo *d IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. zr *Z Laboratory Log ruvene agor ac Fauvr e a-as mo F i 2 Sieve Hyd 4 y'
;, s S trein ,,,
M li 14 *',I "w ater j;i 4' 'd 'E '
"'t .,
I-! ;i',- ,e.
,e, s '*4 .
$" a "'*" -
Do
. 2"g 4
DC24 SS5 I*k!6 717 9.8 Grey and brown Sandy ay CLAY; fine grained soil af low P l asticity with
.E~o 40-45% fine to coarse oo mj Sand and fine Gravel
$2 mn sizes (CL)
'or jj DC24 SS9 132~6 1 720 14.8 Grey brown Sandy CLAY; 50 fine grained soil of
-D> low plasticity with m@
2O 35-45% fine to coarse Sand and fins Cravel Oh sizes (CL) mH M m" 2 DG25 SS2 Il*f6 1039 9.2
~
Grey brown Sandy CLAY; 22 fine grained soil of 09 low plasticity with 40-45% fine to coarse
% Sand and fine Cravel CJ _. sizes (CL)
.r--.
-1 M 15.U-gg DG25 SS5 19.6 1042 12.4 Grey brown Sandy CLAY; fine grained soil of rg mp low plasticity with 2 35-40% fine to coarse
{$ o cn 't Sand grains (CL) mr 2> (D
-1 m
(n
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7220-C7916-1
CONSUMERS POWER COMPANY MIDLAN I '"'d DY MIDLAND,MICHIG N LABORATORY TESTING - DATA
SUMMARY
jy r j
. Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required hh 2 g-
- O4
*z IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
Laborotory Let uo .; Depm I: water Sieve Hyd I's ** * " " ' '# 8 "" CrHerio "8' 3 II *
- C end
.Cg mz jg E g f r. 4 Content -200 ' 2/1
, (:{ y,,,
psi psi % 8 S eil Description l _4 3 vi z a % % % a. . y , ,, DQ .2*g DG25 SS8 25) { 0 1045 14.3 Brown Clayey SAND; fine M to coarse Sand grains E 5.0 with 40-45% fines of o O low plasticity (SC) mC 2 o.42 EE fj DG26 1 l*@5 618 Average total unit weight (1.0'-2.5') = 143.8 pcf Dark grey to brown 1.0- Sandy CLAY; fine QD rb 3 ~ hve grained soil of low my 1.3 10.1 plasticity with 40-50% zg 1. - 8 Save fine to e arse Sand and fine Gravel sizes 3 'h TVs m
- l g3 ,,, (CL or SC)
{m tn 2.j*5 Save Froin 1.7 '-2.1' depth g3 Brown SAND, Cravelly; op fine to coarse, Sand grains with 25-30% fine Gravel sizes, less than 5% t:on-plastic H fines (S6.') {g DC26 2 2.g0 619 Grey brown Sandy CLAY; 2m4 2.g5 Save fine' grained soil of C low plasticity with 40-45% fine to coarse [$ Sand and fine Gravel mr 2D sizes, stiff consis-
" tency (CL)
- O
-1 m
79?0-C79-16-1
CON 50MERS POWER COMPANY
" ' ' " " "' ' '"*d #
MlDLAND MICHIGAN LABORATORY TESTING DATA
SUMMARY
, ,9 y g Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required
'OO a o CONSOL.
OO IDENTIFsC ATION TESTS STRENGTH TESTS 2 &a Laborofory Log - o
- 2 =- ;, for,one agor ac Foilure a -as Stroin (D E. g . Depth gj Content water Sie,e Hyd 200 -2p 4
65 s ,,g S eil Description
. gf~ $ $$ *E f t. *g og % %
e4 eg 8 'I ** y#(, y, psi psi % '8 bo 2"g DC26 2 ~70 4 619 Average total unit weight (2. 5 '-3, 0 ') = ' 44.4 Pcf Brown Clayey SAND; fine Tv = m2
;o 2.5- 10.1 20nf to coarse Sand grains
- 2. with 35-45% fines of
$~o O Save low plastiicity, very mE stiff to hard consis-
$2 mn tency (SC).
nr
- z 2 ,5 no r .>
m tn 20
'en 2D mM
.m$
5'5 O .n L ce DC Ni mz rz mb 2 3 ~ C" mo m, mr 23 b e
-1 m
W e
-t
- I 7"0 C7916-1
CONSUMERS POWER COMPANY MIDL^ " ^" " NITS I 8 2 ee MlDLAND,MICH 9 LABORATORY TESTING DATA
SUMMARY
R y) i Project No. 2190 Project Engr, D. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required ah 2 r-Od
*Z IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
Loborofory Log mo
- I o; Woler Sieve Hyd 4 m- Torvone ag or Fe Failure a-as s S train Depin and Cm i g e k4 Content
-200 -2p bE 'y
' Criterio C Seil Description
. Q$ Ez Do EE. f t. *3 e4 *
% E" Te , psi psi %
2 *N DC26 3 4
- D5 620 Average total unit weight (4.0'-5.1') = 129.9 pcf Brown mottled grey M9 2 4.1 10.8 TV a Clayey SAND; fine to g* 10 'sf coarse Sand and fine
,o 4.5 10.1 "
y 3,,, Gravel sizes with 35-m2 96 Tv= 40% fines of low 4.8
$2 io ,sf plasticity (SC) @h *$!1 Save 2m Em Q DC26 6 12g70 g 621 Crey mottled brown rm 12,8 16.5 Sandy CIAY; fine grain-mm ed soil of low plastic-IN2 17.0 29 16 f)ni - s'I ity with 40-45% fine 2D to coarse Sand and $m fine Gravel sizes (CL) 2 .M Pockets of brown fine 22 Sand (SP) and grey G .o Silty CLAY (CL) noted.
[ Entire sample dis-turbed] F C: b mz rg m>
- 2 2 C i EO m 71
!Ti r 2D m
-1 m
M
-1 m
4 7220-C79-16-1
CONSUMERS POWER COMPANY MIDLAN PLANT "' I R e y g DLAN9, CHIG N LABORATORY TESTING DATA
SUMMARY
gp Project No. 2190 Project Engr. D. Schulze ' A$ signed 81, A. Marsha11 Dole: Assigned 10/17/78 Required hh 2 g-
- Od
~oZ IDENTI FIC ATION TESTS STRENGTH TESTS CONSOL Lgborofory Log O
- T; water Sieve Hyd 48
., m T*'vone aco' #c Foiture a s- a3 Strain and Yd Eg O' Criterio C W . E . k4 Content
-200 -2p
**' ES **
[, $ EE EE f t. *a
- % % % Te
i ' */*
14g5 Average total unit weight (14.0'-15.1') = 136.9 pcf DG26 7 9 984 Brown mottled dark grey u9 14.1 29*4 Tv s Sandy CLAY; fine
-g ~
O I est grained soil of low O IE6 13.1 24 12 57 22 118.4 U- In"a'x 750 8.9 plasticity with 40-45% mC TV, fine to coarse Sand c3g 14.6 24.0 o se tsf grains, soft to atiff h i 8 30.0 39 14 91 67 2.75 93.2 C consistency (CL) At 14.6' change to IM 15.1 13.3 2 ti Brown Silty CLAY; fine oO grained soil of moder-kg ate plasticity, stif f m un consistency (CL)
.$ $ At 14.9' change to ' y j; Grey brown Clayey SAND; mH fine to coarse Sand $h grains with 40-45%
33 fines of low plasticity, o .O stiff to very stiff g consistency (SC) C,.: CJ; DG26 8 15i { 0 985 Average total unit weight (15.5'-16.1') = 134.0 pcf Brown mottled dark N$ mg 15.6 18.1 T = 995:sf gr y Sandy CLAY; fine grained soil of low rE 16.1 14.6 plasticity with 40-45%
*$ fine,'to coarse Sand C -< and fine Gravel sizes, EO stiff consistency with 8 ,'_ small isolated soft 23 D zones (CL) w
-1 m,
u
-1 ui 7220-C7916-1 ;
m CONSUMERS POWER COMPANY
- MIDLAN I MIDLAND,MICH GAN
. Project No. 2190 LABORATORY TESTING DATA'
SUMMARY
*"hh y
g< u Project Engr. D. Schulze Assigned By A. Marshall Date: Assigned 10/17/78 Required no OO Oo IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL, O 7 acor de Failure 8 orel F LOS I Torvone a-as Strein water sieve Hyd 4 s yd ., s C ED I'. '8 ** LL PL Et Of Cr6terie and E C*""' -" gg :: mi ... H * * ""f
. ..e !; ;g,- ,,, ,e, % C/Ce. 5" o a'a" -
2g q DG27 SS1 0.N5 1057 4.6 Grey SAND; fine to in g coarse Sand grains 2,0 with less than 5% non-oOC plastic fines (SW) m2 O
-t 2 ,
mn o r-fM OD DG27 SS2 6.b5 1058 11.7 Grey brown Sandy CLAY; fine grained soil of hg low plasticity with m un 40-45% fine to coarse
$8 Sand grains (CL)
EI md
. DG27 SS3 Bi {0 1055 8.9 Brown SAND; fine to
$ coarse Sand grains with less than 5% non-plastic fines (SW)
A M L.
-t ta
${
.r g DG27 SS4 -- 106C 21.1 Grey Clayey SAND; fine to coarse Sand grains mD with 35-40% fines of 2$ low p'lasticity (SC)
EO in 1 m r-2b (D
-4 m
(A
-t
. (A 7^"0-C79-16-1
Wao CONSUMERS PCWER COMPANY
. MIDLAND PLANT UNITS I 8 2 Reviewed by MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
1///M Date/ ' " y Project No. 2190 Project Engr. D. Schulze . Assigned By A. M:irsha11 Dole: Assigned 10/17/78 Required Oo IDENTI FIC ATION TESTS STRENGTH TESTS CONSOL. oo *2 Laboratory Log 2r
- I Water Sieve Hyd e ,, Torvene &cor Fe Folture a s- a3 S train and us O
- Depth *3 ' 4' r Criterio C Cm . I. $4 Content 200 -2p E5 SoI Description Ff EE SI f t. jg of, % %
ES yTe' ,* psi psi % - Y*o 2 DC27 SSS ' 1061 15.3 Grey Clayey SAND; fine 13$70 1
; to coarse Sand grains us$
g~ with 35-40% fines of g o low plasticity (SC) 'm C2 o.42 mo or 0 Grey brown Sandy CLAY; 'zj DG27 SS8 $6 1064 14.8 fine grained soil of 5O y> low plasticity with 35-40% fine to coarse m$ Sand and fine Gravel 2O
- sizes (CL)
$m m .m EE o r>
u e 9E mz rz m> 2 3 C* E m O, mr
- D D 4
-1 m
u>
-t, u
722C-C 791 &'
p's 1 CONSUMERS POWER COMPANY MIDpAN0 PLANT "' ' R ,e y 9LAN9, CHIG N LABORATORY TESTING DATA
SUMMARY
y i- - r f Project No. 2190 Project Engr. C. Schulze Assigned By A. Marsha11 Dole: Assigned 10/17/78 Required - oo O4 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. 2r * ** - Laboratory Los mo m ; 3:* woler LL L Sieve Hyd 4, y =, Torvone Fgor ac Feiture or Fa - as Strain ,g C$ a az jg E j
'8 Content 200 .2 , gj E ;_
yy. Criterie C S eil Description vi z f t. aa % % % == rese psi psi % e 2* DG27 SS9 242 bo 1065 16.1 Grey brown Clayey SAND; (a g fine to coarse Sand EO grains with 40-45%~ oo fines of low plasticity 2 (SC)
@2
-s '
mn ,
.Or j(1 DG27 SS10 27kTs 3 1066 21.2 Brown Silty SAND; fine og Sand grains with 25-35%
yg non-plastic fines (SM) m an 2O oo m@ 3 DG28 SS3 9.5-11.01069 9.8 Grey Sandy CLAY; fine
$$ grained soil of low plasticirv with 40-45%
fine to coarse Sand
'[ w grains (CL)
Lt'
~i " 14.5-
${
rg DC28 SS5 16.0 1071 17.9 Brown Sandy CLAY; fine grained soil of low mD plasticity with 35-40% 2$ fine to coarse Sand EO grains (CL) to 1 mr DD (D
-1 m
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-i (n
7220-C7916-1
f
; , i , . ! . ,
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed by MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date /(M Project No. 2190 Project Engr.D. Schulze Assigned By A. Marshal 10ate: Assigned 11/8/78 Required oo -
!O4
-=
IDENTIFICATION TESTS STFINGTH TESTS CONSOL. 2r t . . . ,. . ., , . t o . w e- y, i; '~;; . -. ;,l,';,7, ".- > o, g Si... n,o 4 5".'-
;: 4 .i ..,,,, << ,, o ...
pm mz 42 g8
== z l '- .n.-c %'. e aa % %
-zoo -m aa T,,.
T..:
,si ,si %
c/, ,* s.a o.su ,ii..
>c 2 *N DG28 SS1 * * (0 1067 5.8 3 Grey SAND. fine to
$O 2
- oarse Sand grains with 2- tess than 5% non-
$ plastic fines . (SW) mC 2 o2 4
mn
.nC -
f] DG28 SS2 7'Is 1068 11.8 8 Grey brown SAND; fine no to coarse Sand grains ;
"ith 5-10% non-plast *c y$
m fines (SM-SW) l 2O OO 2h m'
- DG28 SS6 1 5 1071 18.1 10 Brown fine SAND; uni-2 form fine Sand grains with 10%' non-plastic fines (SM-SP) 6 CJ s
s
-1 un U gg DG28 SS7 2 0 1073 20.2 2 Brown fine SAND; uni-rg form fine Sand grains m> with less than 5%
- 2$ non' plastic fines (SP) zo el _
MF 2b m
-4
. M un 4 -t un 7 ?20-C /9-1 b-1
d -
; i , i- i - ! . >
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 Ro,ewed W g s MIDLAND, MICHIGAN LABORATORY. TESTING DATA
SUMMARY
Date ,@ ProjeCf No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11Date: Assigned 11/8/78 Required
^oO Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
2r . S2 Torvone acor ac Feiture a-as Strein Laboratory Leg mO 7 g- *2 Weler Sieve Hyd Ji, y# '. m s C
,,g
- CrHerle
.C j.g E g $ Centent 200 62p , {: 7,,, S oil Description poi g az .e = f t. aa poi % *
% % % *=> ree, 2, "N CC28 SS8 22gs 3 1074 19.2 2 Brown fine SAND; uni-tora fine Sand grains
.mh eith less than 5% non-
. g*3 e.
fO mC plastic fines (SP)- O2
-4 2 mn or 2j DC29 SS1 0.f 5 1079 2.7 4 Brown SAND; fine to E gy coarse Sand grains ,
r> D mE with less than 5% non-plaatic fines (SP) 2O 99 2D
. DC29 SS2 1*(0 1080 3.6 6 Crey SAND; fine to coarse Sand grains w'ith 5-10% nca-plastic fines (SM-SW)
J. n 5.0-k"g g DC29 SS3 6.5 1081 8.6 6 Grey SAND; fine to rg coarse Sand grains mD - with 5-10% non-plastic 2$ fines (SM-SW) EO W ri mr 2> W
-1
'm m '
-4 (A
7220-C7916-1
4' i i i .
. . e !
CONSUMERS POWER COMPANY , MIDLAND,MICHIG N LABORATORY TESTING DATA
SUMMARY
'"jd[Y f
.. ,,f ,j Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsha11 Dole: Assigned 11/8/78 Required V oo Od o2 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
2 g- Laboratory Log m ED o ;. i 3- water Sieve Hrd de == T*"'"' #c #c FoHure a s- a3 Strein O " '" L t. PL ' ' N "I
- end I g e . a content -200 42F E5 c$
C 4 Ex .E E f t- jg a4
**' 'S yTe# ',' asi pel % **
S eil Description
. p *o 2g 4
DC29 SS4 7*IO 9 1082 8.2 9 Crey SAND; fine to _ mg coarse grains with E.O 5-10% non-plastic
.o O fines (SH-SW) m C O 2
-g 2 mo o r-fj o Ep DC29 SS6 l'i(5 1084 8.3 6 Grey SAND; fine to coarse Sand grains i y> with 5-10% non-plastic m$ fines (SH-SW) i 20 09 2D mH
- h. DC29 SS7 18gI5 i 1085 10.9 4 Brown SAND, Crave 11'/*
1 22 fine to coarse Sand- {"O graiis with 25-30% i H fine Gravel sizes,
- 'A less than 5% non-i H plastic fines (SW)
-i m i DC
; mE
! FE
+
m> 2 3
'C 4 EO to 't m r" M>
ED
-t m
(A
-1 M i 7220-C79-16-1
h
; I CONSUMERS POWER COMPANY Reviewed by #d W MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA .
SUMMARY
jggj MIDL AND.MICHIG AN ProjeCf No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 ' Required
. Zhh Od loENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
g- *Z Laboretary Los mo 7 i o; Water Sieve Hyd #s
, Torvono acor Fe Failure a*F3 s Stroin ,,,
O'80 g yd ;, 8 Criterie C CW p jg Eg Centent 200 2/4 yyp. Soil Description
-q 's so 2 e, z f t. ,,, g ey, og, % eo y . ., per yet % 8
> G)
Z~g E1' 1 ib0 228 AveraFe total unit weight (16.5'-17.7') = 134.6 acf Brown mottled grey Sandy CLAY; fine e- TV= 16.6 13.5 150 sf grained soil of low
. E'o
- a@ i 1 16.2 22 13 64 116.9 UU $728 I' 7150 15.0 Plasticity with 35-40%
fine to coarse Sand "z jz 17.1 19.9 Tv. 1.25 tsf and fine Gravel sizes, 1 j I: 17i f 7 Save very stiff consistency (CL) Z m;; - At 17.1' change to
-2O Brown Silty CLAY of un py moderate plasticity, very stiff consistency ao i> (CL) with thin lenses h
of grey Silty fine Sand. tE At 17.4' change to
*P Olive grey Sandy CLAY;
. fine grained soil of H low plasticity with E' 35-40% fine to coarse Sand grains, very stiff consistency (CL) j{
oE ._ m Oh p 23 34
*O cm G r-0>
ED
-4 m
un
-t un 7220-C7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed W g
- LABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN Date /d /hI f
- Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required Q@
z . gg 10ENilFIC ATION TESTS STRENGTH TESTS cONSOL.
. g. ., re, vane a, or ac raiiure at - as Strosa
$ge *
- s. Depth k
Centent L '" *L 33,,, g,, 200 2p
,8 Ey ' 'ilE and F$ $E 3E f t. 3: %
*4 %
**' Ein T' e psi psi % ** S eil Description Ts t 0 -
C1- 4 s 135 Average total unit weight (20.0'-21.I') = 133.5 pef Brown mottled grey N9 20.1- l Sandy CLAY; fine
;g~$ 9n A save grained soil of low oo 20.6 15.6 3.45 ist Plasticity with 35-40%
m2 20 6- fine to coarse Sand ani
$2 $f 1 Save fine Gravel sizes (CL) ;
mp (Void noted along edge j zg of tube) 2 71 At 20.6' change to Q9 Grey mottled brown r$ mm Silty CLAY. Sandv; fine grained soil of
$O low plasticity with 55 25-30% fine to coarse QM m .m Sand and fine Gravel sizes, very stiff EE consistency (CL) .
OP Sample includes thin D
,=, layers of grey Clayey Silt and brown Silty Clay.
-1 (A bC (D E rE m> ,
2 3 C 4 EO En 71 mF 2> ED
-t m
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-1 in 7220-C79 I 6-1
i s t M N e ewed by . 1 DL PLA UN S B LABORATORY TESTING DATA
SUMMARY
j g, MIDL AND. MICHIGAN < w Project No.__2,190 Project Engr. D- schiihe Assigned By A. Marshall Date Assigned Jan 1979 Required OO oo Od IDENTIFICATION TESTS STRENGTH TESTS cONSOL. mO 7' (- -""'" 3 Water Sleve Hyd S, m- Torvene ag o, de Foilure as 's Strein 8 or888FF L89 . C$ T, g g4 ja content 'L
% (L ~* * **F yd
'ce $! Tr s criterie c
- gg *Z I '- aI % % % a- = To. est est %- e.
z- 25.0-
*gz
_a C1 5 26.5 136 Averare total unit weight (25.0'-26.3') = 129.4 pcf Grey Silty CLAY, Sandy fine grained soil of 25.2 13.8 ID z_O 25A- I w Plasticity with 0 0 25.8 Save 25-30% fine to coarse '$z
-1 2 25.8 26.3 Tv:
0 '5' Sand grains, very stif consistency (CL)
$0 1
2 3 24.7 46 17 86 46 104.3 UU 2 00 m. x 4910 10.0 At 25.4' change to Brown Silty CLAY; fine f'9 grained soil of moder-ate plasticity with I
m ~4 mm 2 2E *O . 6 O
- 4.
-t (n bC (D E t~ E m> 2 2 C 4 EO t CD m M (~ 2> (D -4 m (n -4 (n
- 722C-C 7916-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 ReWewed W -* MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Date D I"" 7 Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required QQ 2r g g IDENTI FIC ATION TESTS I STRENGTH TESTS CONSOL.
,_ , 3;,,, g,, o ,, renone acer &c Failure vi - as S t r o'" $om E. I. D
- 8 "' ij c ,n,,,i i.n LL PL 200 -2p
**' bE "
and S eil Description Q$ ~S E 3E t '- is %
.% Y.
% % ES y' ,
Te e psi psi % **
->o 15 -
2 "N C2 3 g 137 Average total unit weight (15.0'-16.3') - 144.9 pcf Crey Sandy CIAY or yO 15.2 Tv Clayey SAND; fine 2 9.9 15 ts' 2.0 grained soil of low 15.2-plasticity with 45-55%
$jE
7 8"V' O 15.7 11.9 fine to coarse Sand grains, very stiff m5 16.2 8.0 Edtst consistency, includes QC pockets / lenses of grey
- 2) Silty fine Sand.
8ID (Overall SC or CL) fb At 16.2' change to m$ Brown Sandy CLAY; fine 2O grained soil of low jh plasticity with 40-45% m -f ' fine to coarse Sand Q*$ and fine Gravel sizes, gg hard consistency (CL). D9 H A C M (A
>C mE rE mb 2 43 ,
C EO mm MF 2b m
-t m
(A
-t (A
7220-C79-16-1
P P M ^N I'"*d DY DL PLA UN S 8 LABORATORY TESTING DATA
SUMMARY
., j MIDLAND MICHIGAN f - U <l Project No. 3190 Project Engr. n. schutze Assigned By A. Marsha1 Dole Assigned Jan 1979 Required oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL. .$o C
i " f: water sieve Hyd s. d E
- T*"**'
or 3cor de
,, y Fai
Criterie a-as s Strein
' * * *' ' h' m Id ." d g. content
-2 -2p , g ,. of T S eil Description
-e x 3o aZ sa z I '- aa % % % *<> Tes, est est %
(N G2 5 i!Is 138 Average total unit weight (25.0'-25.8') = 137.4 pcf Crey brown Silty CIAY, 25.2 16.3 Sandy; fine. grained 20E
<$ ts, soil of low plasticity o 0 25b!7 i 15.3 28 14 73 32 118.5 with 25-30% fine to 25.7 17.8 coarse Sand and fine O$ ,
Mg Cravel sizes, stiff ar consistency (CL). I5 En n. 2 o r,m mM zO oa z3 ms m m.*m z5
-o a A
~
*M m
>C me re mp 2 2 C i IO m ,t mr M>
m M m m
^u i 7220-C791 E-1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Reviewed b "> MIDLAND MICHIGAN LABORATORY TESTING DATA
SUMMARY
#[)
Date 21) ProjeCf No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required oo Pd IDENTIFIC ATION TESTS STRENGTH TESTS CCNSOL. OO * ' *## *' O 7' i Water Sieve Hyd 4
, Torvene agor &c Foilure a s- a3 S trein and De th Criteria C C
cp jg E g C content 200 2p ,, (:{ y ,*[,
-1 2 m z- mz t. ,,s 3 % % % as o ,,,
psi psi % to DO 13.0-2- 01 5 14.5 130 Average total unit weight (13.0'-14.5') = 125.0 pef Brown Silty CLAY;
$gE 13.1 24.1 o ng ine gra ned soil of anoderate plasticity, 2 .0 13.2-11_7 stiff to very stiff
~m8 Save W consistency W .
$2 13.7 39'7 ' "' Upper 1.0' of sample m 13.8- includes many thin or 11. 1 Save lenses / pockets of 2h 14.3 27.1 8tst brown Silty fine Sand 8D > or Sandy Silt.
r> m sa sn' ss md m
- m. =m 22 m .o H
a fe
=z rz mp 2 3 C 4 zo m,
mr 2b
= -t m
m .
-1 m
~_
~ c.r.79 1
Y CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 18 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by M *+ MIDLAND, MICHIGAN Date M Mw 7f! Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan. 1979 Required oo Oo ID ENTI FIC ATION TESTS OO STRENGTH TESTS CONSOL.
** *'I
O k Depth Weler Sieve Hyd 4s yd
- m. Torvene acor de Failure a s- a3 Strain end
~E .. LL PL Et 8' Criterie Cg - C G3 E Content 200 -2p r-1mx e
- eZ oo an z f t. $ e.
, c, ;=
- a. $
Type
% 00 S oil Description
.J o % % ye,g psi psi
- D .O 15.0-2 02 4 17.0 131 Average total unit weight (15.0'-16.2') = 142.0 pcf Brown Sandy CLAY; fine
*E 15.1 13.0 TV =
09 ts f grained soil of low I.O C y3,g_ plasticity, with 35-45L o 15.6 Save fine to coarse Sand gra ns, sW consh-
.O$ 15.6 12.6 $ l,,
tency (CI.).
$5 Or 15.7-16.2 Save At 15.8' change to
*Y*# I "*
2h gg 16.2 11.2 [ll,r #*I to coarse Sand grains D with 35-45% fines of I, m low plasticity, very stiff consistency (SC) GO 24
$=m m.
E~2 G .O H A 4tn bC eE FE mD 2 2 C 4 EO a) 1 mr 2b G3
-1 m
(n '
-1 (n
7120-079 16-1
/
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Revs,ewed by g LABORATORY TESTING DATA
SUMMARY
Ab
. MIDLAND, MICHIGAN Date M
- Project No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date:. Assigned Ian 1979 Reouired ao Po IDENTIFICATION TESiS STRENGTH TESTS CONSOL OO *# '*## *I O E k .
W8ter Sieve Hyd 4 ;, Torvone agor &c Foiture Fe
- F3 S trein 0 M b r fj fj g, % % pcf e
, ,,, ,,, .j, ,
12.5-Average total unit wefRht (12.5'-14.6') = 136.2 pcf Brown Sandy CLAY; fine _2q g 03 ~4 is_n 132
# TV = grained soil of low E .6 12.5 i s3,*' plasticity with 35-40%
2.0 fine to coarse Sand o 11.1 gave Tv.: grains, very stiff 2
$@2
- -1 13*1 12 9 o sots' consistency (CL)' At 12.8' change to .$h 56 Save Brown Silty S m or 2h 13.6 10.1 Clayey SAND, fine to 5O D 13.6-14.1 Save medium Sand grains witl i y many discontinuous Im 14.1 13.9 Ty, 050tsf pockets / lenses of
$o ~ brown fine Sand. Few G9 i/ 6 save lenses of brown Silty gh m Clay. Overall slight m"
2 to low plasticity (SC or SM). Friable y textures. At 14.0' change to H Grey Sandy CLAY; fine JA grained soil of low C plasticity with 40-45%
-1 m fine to coarse Sand and fine Gravel sizes, rg firm consistency (CL).
mp , 2 3 C 4 EO mn mr 2D m m m
-1 m
7'?O-C79-16-1
. : t . I i .
g LABORATORY TESTING DATA
SUMMARY
Reviewed by 0 WA9 - DL PLA UN MIDLAND MICHIGAN / - - Project No. 2140 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo Pd IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
$o ; i $$ water slows Hyd &, yd
- Torvene ag or Fe Foiture a Criteria a s- c3 Strein C end C jg E g 4 Centent 200 2p ,
yy. ,, g_ ,,7
-t 2 a2 to 2 f f. .3 . % 9. % e, o Teof psf pet % 0
>o 2,~g Q3 6 6kIO 1 133 Average total unit weight (16.5-18.0') = 138.7 pcf Grey mottled brown Clayey SAND, ffne IE zo 16.9 13.9 to coarse Sand and o0 17.7 16.7 fine Gravel sizes with yE 30-40% fines of low
-t Z plasticity (SC)
Qp includes pockets of I:ii grey Silty Clay of EM~~ moderately plasticity
$ (CL) and brown fine r[m Sand (SP).
Q$ [ Entire sample o9 disturbed] z> m -4 eld n_ EM .
+
= ,
-1 m bC
=r re m> -
z:-=< EO mm . mr 3> m
-1 m
m
-t m
7990-C79-16-1
CCNSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA
SUMMARY
Reviewed W N4"$ MIDLAND, MICHIGAN Date M b Project No. 2190 Project Engr. D.Schulze- Assigned By A.Harshall Date: Assigned Jan 1979 Required OO STRENGTH TESTS CONSOL. OO 0 ,, 80ENTIFlcaTION TESTS
, g,.n.,.g.,, t.g 2r ,, . .,, r.,,,,, ,, ,, g , r a.,. a, . as 58'aia o ,,
Si ,, Hyd J, . Ya ., c ..e e I. 33 c e. "* *
-zoo gg e ne.,i.
.$g g -e
- E . ee ~ ..*
- n' . ' s" -
s s
-2
"' :: Jy'l ..i ..i * *-
2" Q3 9 23;gn 134 AveraRe total unit weight (13.5'-NS.8') = 124.6 pcf Brown Silty CLAY,
.y0 TV = Sandy; fine grained
.,,, 2 -23.6 15.5 osceir 2 .0 23.6- soiloflowtomoder-l ate plasticity with 8E M1 S8ve 20-25% fine to coarse
'$j 24.1 22.8 "c',,,
S Sand grains,' firm Mg 24.2- consistency (CL) o f- 9A 7 Save At 24.2' change to
+
.!j 24.7 15.2- Brown mottled grey 5 gi 24.7- Sandy CLAY; fine
> 9% 1 Save r> g 25.2 18.5 grained soil of low plasticity with 40-45%
.2O Tv s fine to coarse Sand an 25.6 20.5 o oi,,'
and fine Gravel sizes,
$N soft to firm consis- ~g*$
tency (CL). gg From 25.1' to 25.7'
.en
- Zone / pocket of dark grey to black slurry.
of Clay and Sand H , (Slumps on extrusion). . CJI
,w.
.E FE mp 2 42 .
C EO m 'l mr ED b m i 2, u ~
-1 > . Un 7?.20-C7916-1
N DL PLAN LN S S LABORATORY TESTING DATA
SUMMARY
'"'d[Yg
- MIDLAND. MICHIGAN Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required Oo oo Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
ag - a3 S traia
***#* 'I L*d un O 7 i Water
' sieve Hyd #s Yd m I 88* C8F C Feiture Criteria C **d c '
,, g pm 5d t 4
I '- j$ Centent 200 2p
'*, [5 aS b
,, 7
% e.
gg ' ' * ** J% % % % Test **f **f
$~g 49 4 iUO 986 Averare total unit weight (12.5'-14.5') = 137.5 pcf Grey-brown Sandy CLAY;
&8 g TV = fine grained soil of 12.7 15 1 '$f 1 e plasticity with E.O 12.7-0 0 13.2 Save 40-45% fine to coarse m TV: Sand and fine Cravel 13.2 12.7
$zz 0 3etsf sizes, firm to stiff Ep jb8 Save consistency (CL).
I: yy, From 13.0' to 13.1' 8 12.2 o 40tSf Very soft (slurry like
'5 g 14.3 Save consistency) zone F >nu Tv , noted.
14.3 12.0 0 75tif Sample has inclusions
@o oe of dark grey Clayey Silt of hard consis-2 mm tency (CL-ML) (less 3" than 10% of total) zE "O .
H CJ1 tes
-4 un DC
=c re mp 2 42 .
C c0 m ri mr 2>
-1
( m a un 7920-C7916-1
LABORATORY TESTING DATA
SUMMARY
'"'d "Y 95 hfDL DLA UN 2 , 4g MIDLAND, MICHIGAN Project No. 2190 Project Engr. D. Schulze Assigned By A. Marsh.all Date Assigned Jan 1979 Required
.z-
$ ,$ Os IDENTIFICATION TESTS STRENGTH TESTS CONSOL i.e...et.,, i. . .
mO 7 i
- 3 Water Sieve Hyd X, y em I*"*** #c 8' Ec Feilere a-as s Strain C
W jg *, y Casteria [g {$ Centent 200 -2/1 h._ y ,*,, ,,7 2 ez a i t. e li % % % e. . 7, ,, set set %
- Q10 5 i 10STs 987 Average total unit weight (10.0'-12.5') = 1'10.9 pcf Brown mottled grey and u- TV= yellow-brown Silty, 5~g 10.1 16.1 ossue CLAY, Sandy; fine 10 o o j 7 3y, grained soil of-low
$jz m
10.7 10 23.5 Tv 050'st plasticity with 20-25% fine to coarse Sand
.Qh 52 Save grains, stiff consis-I: TV= cency (CL).
z .ii,, 11.7 30.4 o g3,,, Sample includes many 11 ~ 08' . i2 2 Save pockets / lenses of rm Tv = brown Silty Clay of 12.2 16.4 i 40 tet
-Qy moderate plasticity o9 (CL) and yellow-brown 2> Sandy Clayey Silt of slight to low plasticity
$"m 2 (CL-ML) (20-25% of g total).
At 12.2' change to E- Grey Silty CLAY; fine [] grained soil of low to moderate plasticity gm with many thin Silt
.mg lenses, very stiff rE consistency (CL).
m> ,
$N [ NOTE: 11.2'-1. J' EO depth void noted]
m 's m r-2> m
-t m
m a 7220-C7916-1 1__
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I B 2 LABORATORY TESTING DATA
SUMMARY
- Reviewed by gb" MIDLAND, MICHIGAN Date SJ sin /
Project No. 2190 Project Engr, D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required Oo e4
- DENTiFICaTION TESTS STRENGTH TESTS CON 50L.
2r mo . - > se .. t . . .,. . . , , t . . 1- :- g-
.: ...., ,, , e r- -.. < . - < . r.a...
si y* C= 1.: =.. g, ""'" p c...... ',' q a.oo. .., ,, gg g;. c .<i- c ... _, 2 e a s s s .. T.., ... ... s
'Do 2 ~,w awl 1 13;gn 148 Brown mottled grey mo Silty CIAY, Sandy -
13.3 25.1 g"g . or Clayey SILT, Sandy;
.g O m2 13.5 14.7 $kg fine grained son of 13.5- slight to low plasticity 0 2 Ut 7 save with 15-20% fine to mo coarse Sand grains, or zq very stiff consistency 2m (CL, CL-ML)
OO [ NOTE: 13.0'-13.5' Ng disturbed, slurry mm consistency]
$8 EE m ~1 mM 2.a EE O .O H
ci a
-1 m 'l DC =m ra m>
2 2 - -C i rO
='
mr . -2D W
-4 m
m ;
-1 m
7220-C79-16-1
.ps s
L PLA P E M{A LABORATORY TESTING DATA
SUMMARY
e .ewed by 97A
,g ,,.
MIDL'AND MICHIGAN < '-
.! Project No. 2f90 Project Engr. n. schulze Assigned By A.~ Marsha11 D ate Assigned Jan 1979 Required no oo Od IDENTIFIC ATION TESTS STRENGTH TESTS cONSOL.
(A O Cmp 7
-gg (g
E Depm
; Water 4 content
. Sieve Hyd g 200 2p d f, ,
E; Torvene &cor Fe Foilure a s- a3 Strain m Criterio C d g yp. Seil Description gg **
<a
- I '- aa % % ' a= per % eo
% Te e, est z- 15.0-
-4 RW 1 2 17.0 149 Avc age total unit weight (15.0-15.9'? = 134.2 psf Grey brown' Silty CLAY,
$gE 15.1 17.8 Sandy; fine grained
-zO [' o',,, son of low to Wer-15.3- ot = g 15g o0 15.8 17.9 30 14 82 32- 112.6 UU 1296 e 4550 15.0 ate plasticity with
' -tg
@c z Tv 15-20% fine to coarse 15.8 14.2 iso=,,'
Sand grains :very
$P stiff consistency (CL) .
x5 E, nD r> m ' m (A zO
-ee
- z>
m -i mm xm E~E
*o .
L -
. ci
.i
-4 (A
>C
=c rg 1
m> z= C i IO m7 mr . 2>
-m
-1 m
m
-1 m
7220-C79161
1 i CONSUMERS POWER COMPANY MIDLAND PL ANT UNITS I a 2 . LABORATORY TESTING DATA
SUMMARY
Reviewed by <~gy'rw ., g - MIDL AND MICHIGAN g . ProjeCf No. 219b v Project Engr. D.Schulze Assigned By _ A. Marshall Doge Assigne'd Jan 1979 Required h$ i- d oz IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. 'h o '7 Depth
~~ water LL-Sieve Hyd #s yd Torvone ag or ac Failure a-as s Strain -
Laborotory Log end - Cm I . E . -PL , Eg Of og g Criteria o, 7 C -
+
I_g$ s$ E EE. f t. *g N
- pcf gg FP, eo do g , ey, - og, % ,,, ,,, ay,
~ 2'N m9 RW 1 3 ik5 150 ' Brown mottled grey 20.4- . TV" ,go 20.5 16.7 8.4 tsf Silty CLAY. Sandy; fine grained soil of oo low plasticity with
.4 gE 25-30% fine to coarse-yz mo Sand and fine Gravel or sizes, very stiff
,zj consistency (CL). 5 [ Sample' DISTURBED
>9
- r> from 20.0'-20.4' depth] m mm zO ee z> m -i mM ai" zE
- o .
H u; C.- -t m bC =r rr m> z24 C EO m, mr 2> m
-1 m
m
-1 m
79PO-C79-16-1
k
- - 4 i /
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Redewed by g M
- MIDL AND,MICHIG AN LABORATORY TESTING DATA '
SUMMARY
32 N 79, Date ProjeCf No. 2190 Project Engr. n.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required - oo O6 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. Laborofory Log
. 2 I" mO C
{'
,j g (g
E E 3 Water E Content Seeve Hyd 200 -2p E's
** "'"' C" C " ~
and SoH DescripHon
',,, j y, ,
o 43 eZ en E 88- a; 84 e4 84 a. 7,,, psi pel % WII IIS 226 AveraRe total unit weight (11.0'-12.1') = 142.0 pef Brown Sandy CLAY;
$E 11.1 13.1 [d[at fine grained soil of 2 .0 11,1_ low plasticity with oC 11.6 Save 40-45% fine'to coarse Sand grains, stiff to
@2
-, 2 11.6 12.2 [k*a, very stiff consistency 11.6-
$h 12.1 Save (CL)
Includes pockets of g Tl 12.1 10.8 g ,' brown Silty Clay of moderate plasti:ity I m, (CL) and yellow-brown
$" = Silty Sand (SM) o ( 420% of total sample:
2D mdm m"
*D .
22 0 .0 H UI , N
-t M bC' (D E tE
.m>
2 3 C4 EO CD M m r-2D (D
-1 m
(A
-1 1
7220-C79-16-1 .
4
.i . , < +
i j , CONSUMERS POWER COMPANY MIDLAN PLAN "' I' * '"' gg-- DLAN9 MICHlGAN LABORATORY TESTING DATA
SUMMARY
- g
. Project No.- 2190 - Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required 'OO 10ENTIFIC ATION . TESTS STRENGTH TESTS CONSOL. , 2-o ,o .O d t...,...,, t.,
ga o
- 3 E; Water Sieve Hyd 4; 4, Totvoce ogor &c Foilure a-as s Stra.in end C G3 $'- E . 'I'*
k* Centent L'
-200 -2p f5 or CrHerie C S eil Description F,., $ $E 3E t t. jg og 4 .g pcf ga y .Fl,' ,,g ,i my, eo DG 2 *N RWII i A4kIS 227 Average total unit weight (14.0'-15.3') = 140.3 pcf Brown mottled grey Clayey SAND; fine to .Nh O 14.4 13.5 Tv IO5tsf coarse Sand grains .E'o n 14j f"'g gay, with 40-45% fines of mC Tv = low Plasticity, stiff 14.9 11.4 '$$ i o ,5 f to very. stiff consis-tency (CL). .@h 15;gI3 Save I !! m y -
oo I >at m in 2O OO 2>
$m 2 .m 'E2 .G .0 CJ1 00 N$ =r rg i m>
2 2 C 4 EO
=m mr 2>
=
-t
'm 4A
-1 l O 7220-C79-16-1
e
. ' i I /i CONSUMERS POWER COMPANY Reviewed by tar
. MIDLAND PLANT UNITS I a 2 LABORATORY -TESTING DATA
SUMMARY
Agjj . MIDLAND MICHIGAN '
~ Project No. 2190 Project Engr. D. Schulze Assigned By A.. Marshall Date Assigned Jan 1979 ' Required -h Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
I f,E y -[ $$ w i.r si... Hye s, . T***a' #c d e Ma* l M *s *
- ia -
.,'~
jg gg 8**'" L Yo g ,, r . craui. c
- I, 4 ga c.. ..,
. '% '(L - *
, , ,, , , , c t ,p , ,,,
_qm -e2 m* f 8-
.:3 '%
% % e.$ y,,, est per %- so 7* 11.0-JN
- 88 RW 4 1 12.5 999 Average total: unit weight (11.0'-12.1') = 144.6 pcf From 11.0'-11.6' depth E .11.1 26.1 Brown SAND; fine to 5,0 gg,1, coarse Sand grains
)E 11.6 Save with 15-20% non-plastic jz -1 *6 Tv fines (SM) with vertica 1 12 0 90'5' inclusion of brown SO i i 14.0 21- 12 51 20 120.9 UU sn . 3200 10.0 Sandy Clay as describes C :si below
- ' At 11.6' change to i Brown Sandy CLAY; a fine grained soil of
. 'J $ low plasticity with 30 45-50% fines of low gy> plasticity, stiff gm consist'.ncy (CL). .. , =
58.- T
^
Im mC 3E x 1>
.x
*O 3M 1 r-3>
=
-4 m
M
-1 .m 7220-C79-16-1 1
m Reviewed by 7 Nf4 ' CONSUMERS POWER COMPANY LABORATORY TESTING DATA
SUMMARY
MIDLAND PLANT UNITS I & 2 Dofe Ndb MIDLAND, MICHIGAN
. Project No. 2190 Project Engr. D. Schulze Assigned ByA. Marshall Date Assigned _Jan 1979 Required Oo IDENTIFICATION TESTS STRENGTH TESTS CONSOL. < ho g- o2
- FeHure Fe- as Strein Laboratory Leg 3 Water Sieve Hyd So y , Tervene aerI g g ,,,
~ 79 0 m
7- .i -Depm
.d gg er Criterle ,,y Ce
. g . 24 Centent -200 -2p '
,, y
%~ " **
sell Description Il$ $I
- = o EE IL *%
, .% % % PCI ES y, , pet psf.
RW 4 2 15;ps non Averste total unit weight (15.0'-16.5') = 134.0 pcf Dark grey to brown
]2- TV = Sandy CLAY; fine
-y 15.4 27.0 0.e4 tst grained soil of low O I o 13.6 20 11 42 14 2.70 122.1 C. Pl asticity with'35-45%
-n.[j Tv fine to coarse Sand 15.9 10.0 i.50 8' 32 grains, slurry consis-i 5 Save tency.(CL).
S r-At 15.4' change to kh Grey brown Clayey , 3(3 ,' SAND, fine to coarse
?>
l n$ Sand and fine Gravel
'"O sizes with 40-45%
fines of low plasticity,
$h very stiff consistency ii -t j$ (SC).
W' , C';
-(-
jm ec 3E
'E lb ,
. 23
, j -<
*O 3 71 I r*
ID i
-t
, 'rn 1 m
-t UB 7220-C7916-1 ,
_ - . _ _ _ . _ _ _ . _ _ _ _ _ _ .. _.. . _ . ~ .. . .-- i ,s
' CONSUMERS POWER COMPANY LABORATORY TESTING DATA a,UMMARY Reviewed by M MIDLAND PLANT UNITS I a 2
- gjg MIDLAND, MICHIGAN Project No. 2190 Project Er.gr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required o Od IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
Z r- Laborofory Leg
.y o
- i I' Z
; water Sie,e Hyd g ;, Torvene a cor o--g Foilure a-63 s Strein ,g
' d Criterio C C
m ~d E d Content 200 2/4 (;- Ty e
,, a ,,7
.gm eZ en Z I f- a3 *X, 'X, *X,
- e. a y..,- pst pst *Xe *
>a
[9 vi N RW4- '3 iN5 15.0-18.5 1001 23.0 Average total unit v:eight (18.0'-20.0') = 127.9 pcf 11 Brown SAND; uniform fine Sand grains with 10-15% medium [gg o 18.5 19.8 to coarse Sand grains, Tl C Tv . 10-15% non-plastic 18.9 19.7
.dh OL75'af fines (SP-SM).
." p 19.5 27.0 idef At 18.8' change to 5 19 kn 3 sm Brown Silty CLAY; fine 59(~" grained soil of moder-
$> ate plasticity, stiff n$ to very stiff consis-2O tency, few lenses /
3E pockets of brown
$N fine Sand noted (CL).
n FM 9 c5 QO
.H .
C: F-
. q ui
.= C DE
~K
'1 >
'r 2 *
*O c 's 1
n t- , O> (D
-t i
in g e u) 7220-C 79-16-1
m I I l I- i
! j CONSUMERS POWER COMPANY Reviewed by M MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
d //[/N ' MIDLANDeMICHIGAN Date -- - ProjeCf No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required
'oo f*4 IDENTirlCaTION TESTS STRENGTH TESTS CONSOL.
55 ilI . e. *"**" '"
~
- i *
- w. . Si... u,. ,e :- T-....
roa-. .-> Si,.i-e.
,9 m g gg e Con 1.at -200 2/1
. d g p.
,, a Criterie ,y C
.gg ea en a f t. , , , og eg ag .P ag T.eg pef pef % ee
$~N SW 1 1
- 5 1024 54 Brown Sandy CLAY; fine mg grained soil of low o plasticity with 45-50%
g'o o fine to coarse Sand gE and fine Gravel sizes g2 ' (CL). m5 1.5-o r- SW 1 2 3.0 1025 19 Brown Silty SAND,
!j Crave 11y; fine to 5gp coarse Sand grains with -
>> 25-30T fine Gravel sizes
$ about 20% non-plastic 20 and plastic fines 99 (plastic fines consist
$# 1 of balls / clumps of silty Clay) (SM).
Q*$ . E5 OG g SW 1 4 *kTO 1027 2 Brown SAND, fine to coarse Sand grains witt
- e m less than 5% non-plasti c fines'(SP).
-4 m g{ SW 3 6 7*9IO 1029 5 Brown SAND, fine to rE coarse Sand grains witt mg 5% non-plastic fines c -< (SP).
EO m vt
${a SW 1 !8 10b m & hm Sg h w coarse Sand grains
-t with 5-10% non-plastic 12 fines (SM-SW).
d 7000- C 79.16- 1
~ ._ . .. . _ _ .. _ _ _ __ _ . . . _ . . ._ - . _ . _ , _ _ _ _ _ . ..
n. (- n
' CONSUMERS POWER COMPANY MIDLAND' PLANT UNITS I 8 2 ""I'*
- d "Y g ,,
MIDLAND, MICHIGAN LABORATORY TESTING DATA'
SUMMARY
_ oog, . /5/, /i[- , Project No - 2190 Project Engr D.Schulze Assigned By J.Wamsvic Date: Assigned 5/3/79 Required 88 e;I 3* IDENTIFICATION . TESTS STRENGTH TESTS CONSOL. Let.reteer . Les 2r a o c; 2, weser Sie,. Hrs y, a- To"eae acer F- c Feilun a-ass Stree.n
;p=
. _ , = ==
a, 2 g,
.=
a a e t. p . C...... as , g;,
,,,, ..i cri' ri-
..i ,,
cg. S .ii : D...,i,, ..
~
SW7- 2 ' 7 Do1207 q 4 ' Brown SAND,' fine,to. 9 coarse Sand grains
'm$
;g* with less than 5% ,
goC non-plastic fines (SP) , m2 .- O
.-1 E mn
-or i fk o sp SW7 '4 12gI09 1208 8 Brown SAND, fine to medium Sand grains-D with 15-20% coarse
--mp $ Sand and fine. Gravel-2O sizes, 5-10% non-gg plastic fines (SM-SP).,-
m -4 l . SW7 6 l7i ko l209 8 . Brown SAND, fine Sand grains with 10-15%-
$,$ medium to coarse Sand '
grains, 10-15% fine C; Gravel sizes,'5-10% non-plastic fines - t (SM-SP). s!E mE FE m>
-z m 4 C '
i EO . m1 mr 23 b
. e
!- 1
- m.
1
-1 j- .N i
7220-C 79 1. _____________._.._____.._.______________u.___________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
e , CONSUMERS POWER COMPANY MIDLAN P "' ' ***d DY dun \^,NTCHIG N LABORATORY TESTING DATA
SUMMARY
Ag
- Project No. ' 2190 Project Engr. _" .ichulze Assigned By .I.Wamsvic Date: Assigned 5/3/79 Required oo 06 IDENTIFICATION TESTS STRENGTH TESTS CONSOL hO Cm 7 ig Depm Water Sieve Hyd 4, d
., Torvane agw &c M ure a-6 Criterie s Strein C ond 3 ,
Content 200 -2p E; g y,. SoI Description p ,
-g 2 ez ., z r e.
a3 % % % a. a y.., psi psi %
- D .O z.u-gg SW12A 1 3.5 1210 3 Brown SAND, fine to
&8g coarse Sand grains E,0 with less than 5% non-o O plastic fines (SP).
m C O 2 2
-4 -mn SW12A 3 7-[5 1211 3 Brown SAND, fine to I: coarse Sand grains 2 g;ri with less than 5% non-Q8 plastic fines (SW).
rM m en 2O 17 o_ oO SW12A 7 iR.s 1212 4 3rown SAND, fine to yM m coarse Sand grains with less than 5% m$ 3- non-plastic fines (SW) . 22 0 .0 LI U-SW12A 11 28.5 121] 5 Brown SAND, fine to H coarse Sand grains t; with 5% non-plastic yg _ fines (SM-SP). DC mE mf SW12A 13 O5 121/4 3 Brown SAND, fine to 2 2 coarse Sand grains g with 5-10% fine Gravel mn sizes, less than 5% m r- non-plastic fines (SP) . ab
=
. -t -
m m
-i w
I 7P_20 C79-161-
CONSUMERS POWER COMPANY Reviewed by I#1N MIDL AND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
fggjg MIDLAND MICHIGAN r
- Project No.- 2140 Project Engr. D.Schulze Assigned By A. Marshall Date Assigned Jan 1979 ' Required E4 IDEN TIFIC ATION TESTS STRENGTH TESTS CONSOL.
l Cmp O *'
-(. Dem Water PL.
Sieve Hyd &. d E 3. Torvone &cor Fg Foilure
- Criterio a s- a3 Stroin C ond E g
' II-4 Content -200 -2p (; yp.
,, a ,, 7
.i 2 8E *Z _s % %
% % 'E
- a. a yegg psf psf % 0
.>o
.Zg T4 1 5.g5 345 8.8 21 12 Crey Sandy CLAY; fine m y grained soil of low E_o plasticity with'40-45%
oO fine to coarse Sand mj g and fine Grave 1' sizes
-# 2 (CL).
mo o r-
@j T4 2 101 D5 346 10.4 ~19 11 Grey Sandy CLAY; fine o sp grained soil of low .$g plasticity with 35-45%
mm fine to coarse Sand and
$@ fine Gravel sizes (CL).
EE m -1 mm 15.5-n.us T4- 3 17_0 347 11.6 20 13 Grey brown Sandy Clayey b2_ n SILT; fine grained soil of slight to low plas-ticity with 35-45% fine to coarse Sand and fine f Gravel aizes (CL-ML).
. -4 " 20.5-g{ T4 4 22.0 348 18.9 46 18 Brown Silty CLAY; fine rE grained soil of inoder-
"# ate plasticity (CL).
m i C" to i mn , m r-E
.k
-1 m
m
-t m
l 1 7220-C7916-1
CONSUMERS POWER COMPANY Reviewed by 4tv MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
jggj MIDL AND,MICHIG AN v - ProjeCf No. 2190 Project Engr. D.Schulze Assigned By A. Marshall Date Assigned J n 1979 ' Required oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL. .
$o Cm g' i 0
- PS fh consen weeer L PL. , ggg sieve Hyd se d
', Tonene acor de raience ai- a3 Strain or Criteria ,,7 C 3 a 3 . '% ,gp E; y,.
,, g Se1 Description a* ',
gg ** ft :; % % % a= Te ., per est %
- Qy T4 M
5 2NO 349 9.4 17 11 Crey. brown Sandy Clayey SILT; fine grained scil E,o of slight to low plas-o c ticity with 35-45% fine mj to coarse Sand and fine
. --t E ma Gravel sizes (CL-ML).
o r-I- 30.5-zQ T4 6 32.0 350 8.4 17 12 Grey Sandy Clayey SILT; OO fino grained. soil of Ng slight plasticity with m un 45-50% fine to coarse 28 Sand and fine Gravel E5 sizes (CL-ML). m -i mm a.m zE Oo '
~..
H C c.
-1 m
>C me rr m>
zm - C i rO mn m r-2> CD 'l
--t .!
m m M i 7TEO-C79-16-1
c ., l CONSUMERS POWER COMPANY - Reviewed by O MIDLAND PLANT UNITS 1 & 2 LABORATORY TESTING D ATA
SUMMARY
. fgf7.,,
' MIDL AND, MICHIGAN .-
Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required no IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
.OO {j
[eg I- i o . ,, ,, ji a a'" et ,, o sia a wa 2 2 r e. y, p ra , a* *c Fe ran . i-as s'<aip 2 "3. 2 Save m derate plasticity
- TV
- 23 2 26.7 105tsf with lenses of light-yo grey $ ty Sand 2 O_ (1/16-18" thick).
Z .*, Very stiff consistency nrre (CL). 9-$ zz
+7 0 ,
g b c . 4j
>C DE E ,
fl > p .'U Ei
*O O Fl FI r-0>
CD
-4 rn m - 7^r0-C79-16-1
a. P ER C M AN DL PLA U g LABORATORY TESTING DATA
SUMMARY
***dD#'77[j(( ,
MIDL AND, MICHIGAN p/ Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required - oo Od IDENTIFIC ATION TESTS. STRENGTH TESTS CONSOL. (g Torvone &cor Fg Foilure S train o *: , Water - Sieve Hyd #, y ., a s- a3 ond
'E CrHerio C C (D jg E $ Content 200 2p y,,, Seit. Description
' --j 2 88 Z 8a E II- a$ % % % e. o Tes: psf psf % *
>c Brown SAND; fine to Z,"N T 10 1 *b5 214 AveraFe total unit weight (6.5'-8.3') = 137.4 pcf e9 6.6- coarse Sand grains g$ 6.7 15.3 with 5-10% fines of slight to non-plastic
_g O 7.1 18.4 03 taf m7 7,1_ (SH-SW).
$z 7.6 Save At 7.0' change to Brown nottied grey
'@p 7.6 11.7 [' 9 ,,,
Sandy CLAY; fine I:ii 7.6-25' 126.0
-- ct a 2880 ci/ as' 3800 2.8 Zm 8.1 11.9 13 58 21 cIU max grained soil of low 12.1 T plasticity with 40--45%
O 8.1 , ,, fine to coarse Sanu. rw
- and fine Gravel sizes, mg stiff to very stiff on E> consistency (CL) .
m -1 mm 2 .* zE 9 C' W
-1 La
>C (D E fE m>
2 42 C EO to M m r-2> (D
-1 m
tn
-i (n
7220-C79-16-1
CONSUMERS POWER COMPANY
- MIDL AND PLANT UNITS l 8 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by 24 MIDL AND, MICHIGAN . ggg Project No. 2190- Project Engr. D. Schulze Assigned ByA. Marshall Date Assigned Jan 1979 Required g v ' oo oo O4 IDENTIFIC ATION TESTS STRENGTH TESTS
$G ;; i $$* w i., Si... n,. ,* 4- T= . .n. aF c e reliu. a. - as Streia CONSOL.
C* ig E, j
'E' Cent.at LL L Yo or *a
-200 -2 gg ,, , critui. ,,r c mx a it.
aa % , y, , ,,,,,,,,,,,,,,,.
% % a f. T..t per per %
; 2'N T 10 2 61 bo 215 4 Average total unit weight (26.5'-27.4') = 138.2 pcf Brown mottled grey E 26.8- 15 6 Tvs Sandy CLAY; fine' E~o 0.15 tst grained soil of low oo 26.9 12.2 $o',g plasticity.with 35-40%
mz 26.9-
.$z 27.4 12.2 24 14 61 20 2.72 123.3 06 fine to coarse' Sand and fine Gravel sizes,
@l2 very stiff consistency I'
* *s (CL)
'O8 -s
[ Note: from 26.5'-
~
r-$ 26.8' Sample Disturbed) mm 2O 99 z> m ~1 mM 2 ." 2E
*P H s C
C dM -
>C mE f~ E m>
2 42 C
- EO CD M m T-2>
(D
-1
*m m
-t I
4 7220-C79-16-1
' CONSUMERS POWER. COMPANY MIDL AND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
- Reviewed by AS MIDLAND MICHIGAN Project No. 2190 Date y.
- Project Engr. _ D.' Schulze Assigned ByA. Marshall Dofe Assigned Jan 1979 Required ao oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL mo
- i
'C" gg ***'" water PL Sieve Hyd s. e =- Torvono acor Fe Foilure Fa - as Strain *"*',*'I 'I i4 ja C. tent 'L -200 2p yd.
{,,". g, g Critulo yy gg -= -= n. a s % s s a, ,
. . l Te.t .., ... s Cc/a. Sell Description
. zig M-T 11 8-2ito m, averare total unit vel Eht 04.0'-15.0 9 = 128.2 ocf Grey Sandy CLAY; fine
' E,o 14g.1 i 38.5 grained soil of low oO '14.5 plasticity with.50%
12.7 mj 14.6- fine to coarse Sand
- $z 1 s. n 10.8 20 12 50 17 2.70 127.3 06 and-fine Gravel. sizes
$p (CL).'
[ Note: Upper 0,4' of
'I:ii *' sample very soft.
Slumps on extrusion]- mm 2O 99 z> m -t mm 2 z5
.O
*} _.
-t m' -
>C CD E rg m>
2 i2 C EO
; W ri
- A r-2>
W
-t m
in m i 7220-C 79-1.6-1 em- .w.. .m- maan- ' as ___ _ _-__ -- ___- _______.m- _ . ___ _ _ _ _ _ - __
s CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by Ap MIDL AND, MICHIG AN . j gjg Project No. 2190 Project Engr. _ n. Schulze - r ~ Assigned ByA. Ma rshall Date Assigned _ Jan 1979 ' Required oo oo Od lOENTIFICATION TESTS
' z r' . *2 STRENGTH TESTS CONSOL.
mO 7 '1 *; Water Sieve Hyd Laborofory . Log Cm .j g I*"o "' #co f c Foilure a-as E 4- =m 8 Strain s E 'g E Content 200 2p d ;_ CrHerio ond C
-1 2 ez =z- f 8-aa ok yp.
Soit Description :
-No =4 % ** Te s, est - per %
- z- T12- 3 3go S 217 AveraFe total unit weight (3.O'-4.9') = 136.7 pcf
_"_ 2 3.2- 14.2 Gref mottled brc.n
' z_O 3.2-
$',,, Sandy CLAY; fine oO 3.7- Save grained soil of low z P l asticity with
@2 H 3.7 13.3 45-50% fine to coarse
@ 3.9 12.3 "
og$ Sand and fine Gravel
'z h
- N4 12.9 21 12 50 20 122.9 CIU 0' 770 '(nh sizes, stiff consis-O 2770 92 4.4 14.6 $ ,,, -
sions/ pockets of brown f~ m 4.4- Clayey SAND noted mg 44 Save throughout, e o. z> m -v mm m .* - zE
*o .
-a .
H
-1 m bC mz rr m>
2m C i - IO mn mr 2 b m
. -1 m
m U I . 7 '20. r. 74.1,% 1
=
)
CONSUMERS POWER COMPANY
' MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
NM-MIDL AND, MICHIGAN - Reviewed by /gj,gg
' ProjeCf No. 2190 Project Engr. _ D. Schulze Assigned ByA. Marshall Date Assigned Jan 1979 r -
'.) o Required 3O 5d
-Zr- IDENTIFICATION TESTS nO
~
g (g E *E
*E 3 Water L L Slave Hyd #s STRENGTH TESTS CONSOL.
Laborofory Log m E Centent 200 -2p Yd
- qm aE et 2 Il-
, Criterio C *ad a3 %
yp.
% % a, o pef Soil Description T 12 Test psf % 0 8 II s 218 Average total A
g t. nit weight (11.0'-12.0) ="140.0 pef gy,4 33,4 W= Grey brown Sandy E~O 09ts' CLAY; fine grained nO i 9 13.1 soil of low plasticity 23 12 57 20 jg ME 11.9 12.6 124.1 Clu Nnn m ? 1100 7_7 with 40-45% fine to y _ coarse Sand grains, stiff consistency cq Em (CL). n 3> m nm EO 2a P> n -i orn e.*
!5 w
c i*
- C .
DE e 'I > -4
- O 31 2 r-3>
-4 en m
M 7'20-C 79-16 1-
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN Project No.- 2190' LABORATORY TESTING DATA
SUMMARY
Reviewed by
- F gjg".* i- -
Project Engr. D. Schulze . Assigned By A. Marshall Date Assigned Jan 1979 Required oo Pd IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL. (A O 7 i Woler Sieve Hyd # ;, renone acor Fc Failure a s- a3 Stroin * #*'*#' '8 C E L m 4 Content . d 8
'or g Criteria ,,,
-1 m =* sa
- d I '- h4 . -200 -2p E ;_
yp, ,, y C Sois Description
* .s 3 %- ' '
% % P
- o. o y. , pef pet % eo 2.O N T 13 9.5 7 11.0 219 AveraFe total u.~.it weight (9.5'-10.5') = 132.2 pcf
. M- Brown Silty CLAY,-
- 9. 7 18.5 Tv =
E~o 0 65tsf Sandy; fine grained oo 9. 7 18.5 soil of low plasticity mj 9.8-fog" with 25% fine to coarse
$2 10.3 16.0 28 14 75 25 2.72 114.0 .03 Sand,and fine Gravel
$f 10.3 15.4 49 sizes, stiff to very IM73 f. Sist stiff consistency .(CL) .
oe t u*, m (A 2O
, Qn 2>
m -1 mm 2."# 2-2
-Qo ,
s n
- J Nb
=E f~ E m>
2 2 C4 EO cp 7: M- l 2> 03
-t
'm (A
(A I
~ 0 - C 79 1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
R "w*d bF d MIDLAND, MICHIGAN Project No. 2190 Date j gg4 Project Engr. D. Schulze Assigned By A. Marshall Dofe Assigned Jan 1979 Required
-no oo O ci IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
En O 7 i Sieve!Pyd &* 4, Torvene &cor F 8 #f888rF LH p 3i 2
!i "I, j{
*W"ater
'E 'E '
"i 7l, ji
$,- *,'," e Foilure Fa - a3 Stroin
*l,i s '*d o 5"
,,g a ~ "'a"~
T 14 9- i3~5 220 Average total unit weight (12.5'-13.2') - 141.7 pcf
'YE 12.7 19.6 Grey brown Sandy CLAY; 2.0 12.7- [~ * '.' fine grained soil of o0 13.2 Save 1 W Plasticity with m
oZ 13.2 11.1 40-45% fine to coarse
-1 2 Sand grains, soft to -
mn firm consistency (CL) o r-I: h 'E At 13.l' changes to
>p F
i Clayey SAND of very m stiff to hard consis-mm tency (SC) 2O 99 2> m -1 __ mM
-2."
25 U
.O H s
%I 4
>C CD E f E ,
m> 2 3 C" EO tu m
. A r-
.2 b CD
-t m
m .___ _, 4 i .l 7220-C7916-1
' CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by / mMM-MIDL AND,MICHIG AN p ff g Project No. 2190 Project Engr. _ D.Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required Oo OO Od 10ENTIFICATION TESTS g :- ' *Z STRENGTH TESTS mo 7 Cm ' j . E i- , Depm 3 Water sieve Hyd s, y ;, Torvonea or c Fe Failure v-as a Stroin CONSOL.
. Laboratory Log 4 Content '
g 200 -2p Criteria or r 0 sed' 4 :n :e Z mZ f i- (:f y,*, , o, g m mgp ko 3 % -% % ao y. . , pef . pef % 0 zN T 15 1 *h!O 221
.m9 0. 0 . Grey Sandy CLAY or
.g$ ~
0.5 Save Clayey SAND; fine to oo 9.4 coarse Sand and fine mC 0.5
$ ,,, Gravel sizes with 45-J$$ *f75 Save 55% fines of low-plasticity,'very stiff hO 15 9.9 iq to hard consistency z ri o
(CL or SC)
.* O [ Note:' Tube ovulated, r> m could not extrude]
mm zO ea z> m -t mm a.m z5 aO . H N u; ym bC me re m3 z C =i eO mm m g-2> m
-t
-m H .
m 7220-C79161
CONSUMERS POWER COMPANY - MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA
SUMMARY
. Reviewed by / //ww MIDL AND, MICHIGAN
- jgjg ProjeCf No. 2190 Project Engr. D. Schulze y Assigned By A. Marshall Date- Assigned Jan 1979- Required o$ 5d 10EN TIFIC AY10N TESTS STRENGTH TESTS CONSOL.
ho
.Cm 7' 'd Depm. Water Sieve I Hyd #, y
, Torvone ag or Fg Foilure a-as s Strain
'*'*',#. '8 g Content Criterio C ,,
200 -2/1
-g 2 . 88 E in E ' II- .s % % % %
(:f a, o y,,, pet % e S oil De scription -
>o y,,, psf 2'
"g E T15. 3 6.h70 222 Average' total unit. weight (6.5'-7.6') = 137.1 pcf Crey Clayey SAND, fine
, z ,0 6.9 14.2 oos tst t c arse Sad gra hs 6.9- a= "' '
oE 7.5 14.2 24 13 55 18 118.6 CIU c d/ #s s m 5760 max 7700 6.5 of low Plasticity, Oz gz 7.5 12.1 Tv s very soft consistency 0.7sest
$f (SC).
At 6.9' change to IM E ,' g Brown mottled grey
> Sandy CLAY; fine r >>v grained soil of" low-
$$ plasticity with 40-45%
fine to coarse Sand o_. o_ Z and fine Gravel sizes, mM stiff consistency (CL) mm 2.* ozs ,o N N C. -
>C WE rg mp 2 i2 '
C EO mm A l" 2> W .
-4 m
us 7220-C79-16-1
4 CONSUMERS POWER COMPANY
~ MIDL AND PLANT UNITS I a 2 LABORATORY TESTINC DATA
SUMMARY
MIDLAND. MICHIGAN Reviewed by : gg,ffW Project No. 2190 Project Engr. D. SL'n ulze < Assigned Byh Marshall Dole Assigned Jan 1979 Required no oo ed IDENTIFICATION TESTS .
' z r- *2 STRENGTH TESTS CONSOL.
us O 7 C i -
**. Wofer Sieve Hyd #s ** '"8"' # C8' C I*I'" #"#3 8'" Laborofory Log j g E g s Content *L 200 2p yd
- Criteria 8
C- and 88 E se Z 'IL .,a & % ' P yp. S eil Description
% % a. o yg , psf psf % 0 zN q T 15 4 ib5 223 Average total unit weight'(15.0'-16.5') = 145.1 pcf
.up9 Brown Sandy CLAY or gg 15.1 11.0 Tv i 0 55'sf Sandy Clayey SILT; fini-O grained soil of low
.c[C m i 0 10.9 20 12 57 21 111. 1 P l asticity with 40-50%
CIU 2160 ax 3690 2.7 O z 16.0 9.5 fine to coarse Sand [VM M h hd ho oh zq i 5 9.3 18 12 54 15 130.8 CIU 5760 stiff consistency (C W max 11260 7.5
-2 m (CL-ML).
.oa
. mEll: u, zO ea z>
m -i mm m a z5 -
*O H ,
s 3
-t u>
>c
=r rx my _
.z 2 M C
EO m, mr 2> m ,
-1 m
m a 7220-C79J" 1
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 . LABORATORY TESTING DATA
SUMMARY
Reviewed by 14 5 MIDLAND, MICHIGAN Project No. 2190 Project Engr. _ n.Schulze Date v M/M9 Assigned By _ A. Marshall Dole Assigned Jan 1979 Requirod OO OO ed IDENTIFICATION TESTS STRENGTH TESTS CONSOL. O E i Walef acorF C g gg
- Sieve Hyd &' =, Torvone e Foilure Fa - as Strain e orelety Leg
- 7. m j$ Content 200 2p "
,, g Criteria ,,7 C '"d g:D "* ** h-sa %
% % '* (:-
a= Ty e . Te., est yet % eo (g T 15 6 2k5 761 58 21 Cation Exchange and X-ray Diffraction Tests "y Brown Silty CLAY; fine
. E.O grained soil of high oo plasticity with less oj m
. -t 2 than 10% fine Sand grains (CH) mn o r-zh T 15 7 303 N5 762 41 19 Cation Exchange and X-ray Diffraction Tests om Brown Silty CLAY; fine Ng grained soil of moder-m en ate plasticity with
$$ about 15% fine Sand grains (CL).
E> m ~1 mm "O M 2
*o .
b N Cci.
-4 m
>C -
G3 I .- FI m> z 23 C i . EO m 7: M' f 23 p (D
-4
'm (n
-t (n
7220-C7916-1
COh. .AERS POWER COMPANY MIDLAND PLANT UNITS 18 2 MIDL AND,MICHIG AN LABORATORY TESTING DATA
SUMMARY
Ruiewed by 1,g [w ProjeCf No. 2190 oote at34.u?qi Project Engr. D.Schulze Assigned By A. Marshall Date: Assigned Jan 1979 Required no go 06 10ENilFIC A TION TESTS c - STRENGTH TESTS
$o *
- o N; Weier Sieve Hyd
- forvane a gor a_g Failu,e a s- a3 CONSOL.
c...,...,, c..
-Cm
.,4
{ mz 3 ez { Depm f f. a; Content ',' 200 -2p 4
,,, g E
m 0 yyp. Caslerie S tree.n C and a4 e4 e4 a. g , ;, g , s c,;p, g,, bo- y,,, PSI Psi Vo T16 U. i 0 224 Average total unit weight ( 0.0'-0.8') = 123.8 pcf 0.2- Brown Silty CLAY,.
,m$
5, 0 g, ;3 13.6 Tv i 7o ist Sandy; fine grained o o 0.8 Save ,oti of io,to ,oder-mE 0.8 25.5 ate plasticity with
, -, 2 30-35% fine to coarse 2:7, Sand grains, very stiff consistency (CL) ,
3M At 0.5' change to Q8 Grey-brown Silty CIAY rN of moderate plasticity gg with 10-15% fine Sand an grains (CL) ' ED [ NOTE: Void inside-QM ' of tube 0.1-0.3' 2 .m depth] 25 G .O s N t
-< m
>C
=c ra n>
C2 =4 - EO mn mr 2b m
-t in m
-t
= i 7220 079 16-1
= -
..&.-& .m . ._ m _.-. ~g a_ __
i CONSUMERS POWER COMPANY MIDL AND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by Y t'> MIDLAND, MICHIGAN Project No. 2190 Project Engr. D. Schulze Date ;AA09 Assigned ByA. Marshall Date Assigned _ Jan 1979 Required
.oa .-
oo 2 i SDENTIFICATION TESTS
~ z r- STRENGTH TESTS CONSOL.
oo ; [gym g i p, Depm it.. Content water Sieve Hyd
.200 -2p
#e ' yd E*
=
Torvono e agor Ec Failure Criteria a-as s Strain C Laborofory Log.
,g
>Q m aa sa = l '- a3 % ~
y per per Seil Description
- o. . 7 ,, % o 2~g T ' 16 5 6.N5 225 4
m- Average total unit weight (6.0'-7.3') = 134.4 pcf Brown mottled grey. Tv= E,o 6
' ' Sandy CLAY; fine Q 6.8 16.9 27 12 26 114.4
=
y a* grained soil of low mz 61 CIO b40 max 2470 3.5 P l asticity with 35-k3 6.B 16.6 Tv us ,,f 40% fine to coarse
.$$ 7. 0 16.1 Sand and fine Gravel i~ IM 7.2 sizes, stiff consis-3 7: 11.o, Tv tency (CL).
2 2 tst O i At.6.8' change to F m Brown SAND, uniform Q fine Sand grains with 1ess than 10% non-99
-Z$ plastic fines (SP) n rn includes 2 - 1" thick 3." layers of brown Sandy
$ Clay of hard consis-tency (CL).
+
u-C
-t m - >C ar g
n> E2 CO D 71 n r-0y
-t m
m
-1 m
t. 79.20-C 79-16-1 e.
Cole ;MERS POWER COMPANY MIDLAND, MICHIGAN N LABORATORY TESTING DATA
SUMMARY
. ProjeCf No. ? ion Project Engr. D.Schulze '"*d hf f Assigned By A. Marshall Dole: Assigned Jan 1979 Required
-n o oo 56 IDENTIFIC ATION TESTS ( STRENGTH TESTS mO 'E CONSOL.
'i- Woler
- C j d Eg Depth ..
Sieve Hyd 4 = m- I8888 #c 0F E Foilute
-c &g
- as S troin ' #' '
. Content 200 2p d E 0 so Z sn z f f. , Criterio C d
, ."U ,, g of, ay, af, S oit Description o, a y , ,, Psf psf */, e 12.5-
'2gg TR2 1 1A n 139 Average total unit weight (12.5 '-13.4 ') = 145.5 pcf Mg 12.6 Grey and brown Sandy EO 11.5 ine grained o 5 . soil of low plasticity
.m 2 1 9.7 24 12 63 24' 128.8 CIU [an k v"* usn i7 with 35-40% fine to
~$2 13.1 12.0 coarse Sand and fine
'$@ - Cravel sizes, very IVi zm atiff consistency.
oe (CL)
.E& m=
2O oo EE mH mm x .m EE o .o
---o >C - - - =z ra .m>
2= C 4 ' EO m, me m> m
-t m
=
-l
.m 4
7^20-C 79-16-!
_. ._ _ m . -_ ._. 1 C0wSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
- Roiewed by b Date- 32 1d" f79 Project No. 2190 Project Engr. __ D.Schulze - Assigned By A.Marsha11 Date: Assigned Jan 1979 Required ._
'o o oo Oo oz IDENTlFIC ATION TESTS STRENGTH TESTS 2r l CONSOL. ,1 gn O .Cm I g a . Depth 3- Woler LL' PL Sieve Hyd 4, ea Torvone r
veor Fc Foilure &s
- F3 S troin Laborofory Log
$z % -200 -2p gg Crituio C ond Q$ 5I t t. 3 %. %
*' E" '*
pst ** SoI D escription Do Ts , psf % 2 *g TR2' 2 16y- Average total unit weight -(16.6'-17.1') = 131.3 pcf m-2 TV = Brown mottled light
- 16.6 15.9 brown Silty CLAY, 2o 16.6-o s td Sandy; fine grained o O 35 Oh =
17 1 14.6 15 83 36 114.6 CV 33 2 17.2 CTU 208') inax 3660 4.9 soil of moderate
@2 y 20 5 TV =
08's' P l asticity with mp 17{7 I 16.8 15-20% fine to coarse Sand grains, stiff 2 ij I:
'I consistency (CL)
At 17.4' change to O r= Brown fine SAND;
'2O uniform fine Sand grains with less than
_o. o. 5% non-plastic fines y$ m
-~~
(SP). '
.m*
m. E2 o .o W Cf a= bC
=z re ma _-
2 3 C 4 EO mm mr aD m
-1 m
m
-1 m
i 7^?O-C 79-16 1
CONSUMERS POWER COMPANY-MIDL AND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
89 MIDL AND, MICHIGAN Reviewed by ,y,g Dofe_ , Project No. 2190 , _ Project Engr. D. Schulze_, . Assigned By A. MarshallDole Assigned Jan 1979 Required no oo "d IDENTIFIC ATION TESTS ho
- i ; water sieve Hyd s, 4m T*8a*
STRENGTH TESTS
&cor Ec CONSOL.
C m jg E d {$ Content 200 2p yd o
,, g F*i'"
Crateria Fa - as Stroin Cc
* * ' , *,d' '
-1 2 eZ _ en z f f. ,,,, ay,
.j yy . ,, 7
# of, */. a, o y, g, pst psf */o 8 9 0-2g M-TR 4 - 1 11.5 141 Grey Clayey SAND; 9.l-9.2 16.6 fine to coarse Sand E~o oo 9*(8 12.6 grains with 25-30%
mj fines of low plasticit:'.
-13 S)urry consistency QO (SC)
At 9.6' change to I:; E ';1 Gr.y brown Sandy CLAY; QW fine grained soil of
~N low plasticity with gg 35-45% fine to coarse oa Sand and fine Gravel 2>~~ sizes (CL).
$m [ Entire Sample 2 *m
~ Disturbed]
.O 6
T CA -4 (n bC (D E l' E m> 2 i2 C IO to ri m T-2> (D
-t m
(n
-1 (n
7'?O C7916 -
.h
. CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by - [ ^- MIDLAND, MICHIGAN
. Project No. 2190 Date gg7 7 Project Engr. D.Schulze Assigned By A. Marshall Date Assigned.Jan 1979 Required
.Oo OO Ps IDENTIFICA 5; r 1 i* 1s... ,,e a. TEST STRENGTH TESTS CONSOL.
q a,m TION $,,;. c= -- i, a, *** p c..... , q _w Y :- T-g
... a.
e.r~. c,nui.
.-a,s-c """'.":
gg -= r e. _a s s s . .. T. ., .., ,., s- . . sen o..crie,s . 2- 12.5-
.gg m-
_Tf4 2 is n 147 12.5- Brown Clayey SAND; 5,0 M fine to coarse Sand 13 grah.s with 2b m
.oD i3_7 . 73_3 m fines of low plasticit),
.o z 13.6 11.2 Tv=
g2 06 sf slurry consistency-
$b 1
~
1 13.7' 21 12 57 21 122.7 CIU 440 2610 2.1 (CL) At 13.5' change to I:ii 2 vi 14.1 11.7 Tv. Grey-brown Sandy CLAY; i 5 ..f
> fine grained soil of F(m low plasticity with
-Co 40-45% fine to coaree on
~~ Sand and fine Gravel '
,2$ sizes, stiff to very mm stiff consistency.
b* (CL). 2E
~ GO L
H U~ A dm
>C mE rg m> _.
i CA EO m 7: m r-2> m H m 1 -t l 1_ 722C-C 7916-1
l CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 LABORATORY TESTING DATA
SUMMARY
Reviewed by W!*r* MIDL AND,MICHIG AN y44 Project No. 2190 Project Engr. D. Schulze Assigned ByA. Marshall Date Assigned Jan 1979 Required no OO Oo IDENTIFICATION TESTS zr * *2 STRENGTH TESTS CONSOL. mo 7 *. water
- aco, F. reiture Leberefory Leg
'Cm E -g Depm 24 Content sieve Hye s, y =. Torvene a-as s streia
- D 88 E 88 2 II- a3 sy, 200 2p g ey, ((
ao Type Te a, pet
'I pst % e S eil Description TR4 3 jIS 143 Averare total unit weight (15.0'-16.4') = 138.9 pcf m- 15.1- Grey brown Clayey SAND; TV g~o 1%_2 1R_g OOt tsf fine to coarse Sand oo 15.5' 16.8 Es*0,sf grains with 25-35%
m Oz fines of low plasticity gz 15.8 17.6 Tv: slurry consistency (CL) t o esf
$h i 3 16.2 23 12 57 21 120.3 LIU 880 mar ^* * ""E'
- 2 ~';tI:; 1950 2_8
- Crey brown Sandy CLAY; Q# fine grained soil of rN low plasticity with gg. 40-45% fine to coarse oo Sand and fine Gravel E> sizes, stiff consis-m -t mm tency (CL).
a.m z
*E o w
tr . a; 9E
=c re M>
z := 4 C ' EO mn mr 2 b
=
-4 m
m a ~ l 7?20-C794 6 ! _ _ _ _ _ _ _ _ - - _ _ _ _ . _ __m_ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - __ _ - _ -
-s DL PLA UN S & : LABORATORY TESTING DATA
SUMMARY
e ewed by 9E4 MIDL AND, MICHIGAN . p,g Project No. Project Engr. Assigned By Date Assigned Required
,o"c o
- ee
-a soENTIFICaTION TESTS STRENGTH TESTS CONSOL.
mo =
- water sie,. H,4 s8 .* T*"
- a ' #c Fc Fai'"'. e, - as (Streia t . .. e , , , ..
cm .$ 4 {g " 1* c consent 'L PL ,,oo ,2 d or ,, g Crituio ,,, az % yy. or T g,gg Deecription 9n ea f t. _s 5 % % % *
>o - a. . 7 ,,, est est %
2- TR 4 4 2b~O 144 Average total unit weight (17.5-18.5') = 120.2 pcf
'm- 17.5- Grey SAND; fine to 3,y 7.9 Save T coarse Sand grains g with about 10% fines oo 18.0 14.4 mj 18.0-of low Plasticity (fines appear as
$g 18.5 Save Qp clumps or pockets)
Iy (Overall SP) E [ Entire sample O9
>p disturbed]
I m - O ea z> m -4 iTI M 3." z5
.O W
T
~
-Y d>
>C CD E rg T'l >
2 i3 C EO in ri (T3 r-
'2y (D
-t
- (T3 us m
1 7120-C79-16-1 l
4 CONSw..iERS POWER COMPANY
"'U'^"U "NT ' '
u ot,go, CHlG N Project No. 2190 LABORATORY TESTING DATA
SUMMARY
Project Engr. D.Schulze
'"*djg
/
hg[ 6 V Assigned By A. Marshall Dofe: Assigned Jan 1979 Required oQ
'o o O4 IDENTI FIC ATION TESTS 2r , *Z STRENGTH TESTS CONSOL.
mo 7 1 Depm ** Wofer Sieve Hyd 4e 4, none ac or Foilure Es - Es Laborofory Leg gg L' e S tree.n
. Cg jg
- Content ' d
.g3
'b Q e Z- em E I I- ag
, 200 -2p e4 %
,,, ((
y , Tee, psi CrHerio pel % C 8 S oil Description 2'N TR4 5 26b5 145 m9 Average total unit weight (26.S'-27.4') = 137.7 pcf Grey-brown Sandy CLAY;
-g 26.6 12.2
\ TV ,
2.3 tst fine grained soil of O low plasticity with m 51 13.9 22 12 68 25 121.9 CIU 760 8530 5.9 30-35% fine to coarse. 0 22 27.1 15.9 TV= Sand and fine Gravel t 4 tsi .gg 27N4 Save sizes, very stiff to z5 hard consistency (CL). 2m Q At 27.7'-27.8' depth-rm Brown Silty CLAY; fine mm grained soil of moder-oO ate plasticity (CL). 25
$m m .*
E5 eo H u-
-a
-< m bC mn rz m> 2 2 C 4 Eo m, mr 2b m
-4 m
m
-t =
722C-C79J 6-1
CON,oMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 Redewed by 9 NA" MIDLAND, MICHIGAN LABORATORY TESTING DATA
SUMMARY
Dole D 5 " Project No. 2190 Project Engr. _ D.Schulze Assigned By A.Harsha11 Date: Assigned _Jan 1979 Required oo Po oZ IDENTIFIC ATION TESTS STRENGTH TESTS CON 50L. 2 r-
- mO { }; water Sieve Hyd 4
, Torvone acor de Failure a s- a3 Stroin Laborofory Log Cg mZ jg E g
'8 2,* Con tent L 200 -2M and g3 ue Z ft a3 % 84 %
h{ o, o
.Ty e y , ,, psi ps:
*/o .O S oil Description bo 2,~g TR5 m
1 12{5 i 146 Average total unit weight ( 12.0'-14.0') = 131.6 pcf Grey-brown Sandy C1.AY; 2 12.1 12.5 Tv= fine grained soil of g,o 17,y_ 05tst low plasticity with c) 0 1 '> _ 6 hve m 40-45% fine to coarse O 2 12.6 11.6 Tvs Sand and fine Gravel g2 os tsf sizes, firm consistene)
$h 2:
I3i (5 Save (CL). Includes pockets / 2 m;i 13.5 15.5 lenses of brown fine Sand throughout. ' 9, rm '[n hve Total unit weight (13.6 '-14.0') = 118.3 acf At 13.4' change to Brown SAND, uniform Qg fine Sand grains with an 2> less than 10% non-m ~1 plastic fines (SM-SP). mm 2.IO E5 U .O 6
.E FE m>
2 3 C4 EO mM mr 2b (D
-1 m
(A
-1 (A
I 7220-C701164
P N Re ewed y / DL PLA UN S S LABORATORY TESTING DATA
SUMMARY
,,y, MIDL AND, MICHIGAN D Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 ' Required oo Od IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
mo ~F i 'P fh Content water LL L Sie,e Hyd s, .= Tw a n
- o
&cwFe m ore ai- a3 Wn # *,,','
C$ ~g 4
*Z
.E g mZ I '-
e' 200 2p d E g; yyp. ,, g Criteria ,, 7 C g2 :3 % % % *= Tes, pet pst %- o hE 11 5 2 ik$ 147 Average total ur it weight '(16.0-18.1') = 135.1 pcf Brown mottled grey 16.1 13.8 NO est Sandy CLAY; fine 2.0 16.1- o= c o g /o 3 gra W so n of low o0 16.6 14.1 23 13 66 23 117.9 cTri S760 mnv 6270 6.5 Plasticity with 35-40% m ' -go22 16.6 14.2 Tv = misf fine to coarse Sand.an l fine Cravel sizes,
$b i 0 15.4 24 13 60 24 2.69 116.2 stiff consistency (CL)
I9 17p TV = Inclusions of grey oh 17.1;
- Sandy Clayey SILT of b 3 17.6 Save slight plasticity m$ 17.6 14.6 TV = and brown Silty CLAY 2o 17.6-f a derate plasticity 99 18.1 Save noted (5 10% of total 2
m$ sample) mm 2 .* 2 2 0 0 H Cr C
-4 M
.bC (D E rI A> 2 2 C 4 . IO m 71 mF N> CD m --
. t,n .
7 'EO-C 7916-1
F l CONSUMERS POWER COMPANY Reviewed by N ' ** MIDLAND. PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
g MIDLAND, MICHIGAN ' f Project No. 2190 Project Engr. D. Schulze Assigned ByA. Marshall Date Assigned Jan 1979 ' Required no OO P4 IDENTIFICATION TESTS STRENGTH TESTS CONSOL. ho C 7 i *' water - Sie,e Hyd s *
. , , Torvone ag or Fg Failure F, - a3 S train ' I ~ Fm 55 kd aZ II-Content 200 2fA
{:f Type
,, g Criterio ,, 7 C '"
g2 ' '
- ao Te.t per Psf % 08 (g
M Wl- 1 *(6 992 Average total unit weight (2.0'-3.4') = 145.1 pcf' Grey Silty CLAY, Sandy; g Z.j!S 17.1 fine grained soil of 50 cy m
~d78 12.4 N5tst low plasticity with 30-35% fine to coarse 2.8- $z3 3.4 Save Sand and fine Gravel sizes, stiff consis- $p 3.4 11.5 tency (CL).
Iy E' Upper 0.7' of sample S8 disturbed due to large Gravel size. E~ 5 m e, 20 99 z> md
'mm 3."
25
.O y _
- 0 C
-t us bC 03 E l' E mb C
EO a3 m m r-2 b G3
-t M
u)
-t (n
I 7220-C79-16-1
i P M ^N DL PLA UN S 8 LABORATORY TESTING DATA
SUMMARY
ewed by i5 MIDL AND, MICHIGAN j Project No. 2190 Project Engr. _ D. Schulze Assigned By A. H.irshall Dote Assigned Jan 1979 Required _ O .-
.$. o" I . -- toENTIFICATION TESTS STRENGTH TESTS CONSOL.
G.o 7 g weser * .....,.,,- t.. 2- s. rouvre a-as Depth Sieve Hyd y - T*'a' 3 c Fc Strain
$ ig gg A coalea ' E '
" 'i* g
-200 2p T 1: 4 ** *z f 8- .s 1; , Ty s S eil DeeCripli.n
% e.
% % ao Te., est per %
W1 2 2*8 I5 1002 Averare total unit weight (7.O'-8,5') = 142.4 pcf 19 Tv Soft slurry-like
. 7.5 12.7 o so,,8 mixture of fine CRAVE 1 $)g '
7.8 10.0 h*,,, and SAND in a matrix of Silty Clay. 0* jg 85 Save At 7.7' change to Crey-brown Sandy CLAY; 3 r-
- fine grained soil of
-!Q low plasticity with i,9 "> 35-45% fine to coarse i
Sand and fine Gravel sizes, stiff consis- , 2,g0 tency (CL).
!E 1 -f .im ,_m
- E 2o .
w
<m oC 3E x
1> N
- o 3 "'1 1 r*
I>
-1 m
m .
-4 '
m 7?20-C791F 1
- . .. . = . . . . .- - . . - . - - - . -. .. . . -- .
s
-CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA.
SUMMARY
Reviewed by de~ MIDLAND, MICHIGAN y4f Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required no O y IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL.
. in O F' I' o, in 5. woner S;,,, g,. ,ip ., Tor vene e, o, Fe reiture a s- a3 Strein "'' '*8-
~
*I $I r e.
ff *("' % %
~***
~2[ ,c, h Tv e
. ,',7
,. % e W1 3 ik!5 993 Average total unit weight (12.0'-13.6') = 145.2~pcf Grey Clayey SAND; fine 2 12.6 14.2 to coarse Sand grains t
*O o n,9 TV = in slurry-like matrix
'm c 0 30 sf of Silty Clay (SC).
$ 13.1 11.0 Edtst At 12.6' change to
$h Iy i3I6 Save Grey Sandy CLAY; fine grained soil of low 3g -13.6 9.4 plasticity with 40-45%
>8 F m 3 fine to coarse Sand and fine Gravel sizes, j$ firm consistency (CL).
09 z> m -1 mM gin 25
.O u
- C ic)
-A m
- >C 03 E rg mp 2 3 C i EO (D 'n M r~
2> (B
-4
'm m
4 722C-C7916-1
n
/
P M N '"' DL PLA UN S S LABORATORY TESTING DATA
SUMMARY
Y MIDL AND,MICHIG AN Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oh
- O6 IDENTIFIC ATION TESTS STRENGTH TESTS CONSOL, L.....to,, L.,
' $ ,o-
- DepHi
%- Water PL Sieve Hyd &
, Torvone agor &c Foiture a-as s S troin end Cm E. 7. kh Coctent LL 200 2p d gg M
,a CrHula ,, 7 C Sei ' Description 8$
>o
$I EI f t. *3 %
4 %
"A % E $' ,p s f psf *4 08 . Z 'N W1 4 ikIs 994 Average total unit weight (16.0'-16.9') = 142.7 3cf Grey' Sandy CLAY; fine m9 grained soil of low g'g 16.2 12.9 plasticity with 35-40%
o o 16.5 11.0 075:s, fine to coarse Sand ant mj 16.5- fine Gravel sizes,
'02 .ma 16.9 Save s' tiff consistency (CL). $h Z 's
[ NOTE: 16.0'-16.5' hae 1/2-1" deep grooves. > QSD filled with Clayey-r-$ mm SAND slurry.] 2O ea 2> . m -4 m
=- =m -
25
*p H
c: w
-4 m >C =r rr m>
2 43 C IO m ,i m r-2> m
-4 m
m 4 . m 7220-C7916-!
CONSUMERS POWER COMPANY Reviewed by MIDLAND PLANT UNITS I 8 2 MIDL AND,MICHIG AN LABORATORY TESTING DATA
SUMMARY
j 4,f,% Project No. 2190 Project Engr. D. Schulze Assigned ByA. Marshall Date Assigned Jan 1979 Required
)o
.g Od ea IDENTIFICATION TESTS STRENGTH TESTS CONSOL, io
-m 5g
( E Depth 33 4 Water Centent Sieve Hyd X s 200 -2p d E C *' C " Crilarlo 8" 3 $ "' " C Laboretary Log and az == z f 8- p, y y p. S ell Osecription I:n _s 3 % % % e- = To.t est **f % *
~
N W1- 5 } 5 995 Average total unit weight (20.0'-22.1') = 136.0 pcf Dark grey or brown 59 TV = 20.5 18.5 Clavey SAND; fine to
- o 0 02ssf l coarse Sand grains o 21.0 14.4 Eostst with 45-50% fines of
[5 1 jz 21.0-21.s 12.6 24 12 o' c O 15% 10W P l asticity, 76 31 120.3 UU 2160 < 7700 15.0 slurry consistency (SC .
}h 21.5 15.5 l$5tsf At 20.9' change to A 12.9 25 12 65 25 2.69 117.8 1
Grey brown Silty C W ,
; Sandy or Sandy CLAY; .O , 22.0 15.0 fine grained soll of un low plasticity with lo '" 20-35% fine to coarse Sand and fine j$ Cravel sizes, very s pi stiff to hard ,!-I consistency (CL). -2 'P s
CO
.b l u,. -
C 8E r ad
.:o .
.On i r-
'b
-4 en, u
Q l 7220-C79-16-1
)
. CONSUMERS POWER COMPANY Reviewed by <~
. MIDL AFD PL ANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
g,gg M10 L AND, MICHIG AN - Project No. 2190 Project Engr. D.Schulze Assigned By A.MarshallDole Assigned Jan 1979 Rdquired no Od IDENTIFICATION TESTS '
?
.o . . e. , , STRENGTH TESTS CONSOL. 'i - ' ?mo 7 ii ' " Water LL PL sieve Hyd s, ;, Torvone acor Fe roiture a s- a3 Strain ' * * " * ,* ' , '*8 'CW jg E g E Content -200 2p d E; 0f ,, g CrHuie ,, 7 C - a* % p, g y,. S i1 D ctip,i0n gg ** I '- a3 % % % =a Teee est ' est % o hy M U2 SS-2b5 817 23 12 52 Grey Sandy CLAY; fine grained soil of low E.O plasticity with 45-50%
- n O fine.to coarse Sand yE grains (CL).
' -13 mo n r-
'Z Q Em no B>
w
,m zO aa z>
M -i nm s." .zE 9
.i.
m
-t M >C DE
-_ y n>
,x E<
O OM n r-0> m
-1 m
w
-1 .m 7220-C 79-) 6-1
./
CONSUMERS POWER COMPANY Reviewed by 9 4W M/DLAND PL ANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
A2 d 7t'I Date MIDL AND, MICHIG AN Project No 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required oo g IDENTIFICATION TESTS STRENGTH TESTS CONSOL. 55 Cm
-E .
E. D*P'h 3- . jj cea..., " "' si... o,. ,a Y. e _- T-or
- -. crieeria
., y roii a 1 . - >
-r s'< ia c ...
nen .m g , ,, F$ $I 3E f t. *a s %
% */. '*' E" P' P*f 88: % e.
No i zN W3 2 10yn 996 Averare total unit weight (10.5'-11.5') = 141.5 pcf Dark grey to brown m9 Sandy C1.AY; fine 10.7 11.1 g'oo grained. soil of low. o 10.8 11.8 P l asticity with 35-45% mj 10.8- fine to coarse Sand
$z 11.3 Save and fine Gravel sizes,
$p 11.3 13.4 stiff consistency (CL),
zq Sample includes pockett z, of dark grey Sandy QSD Clayey Silt of hard r-$ mm consistency (CL-ML). zO ee zu m -1 m a.*m zs
*p w
c
-i m DC me rc mp -
2 2 . C< EO m, m r-zh
-1 m
m 7220-C79-16-1
CONSUMERS POWER COMPANY Reviewed by b f* MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
Dote u J fine grained soil of
', y> low plasticity with zo 40-45% fine to coarse 99 Sand and fine Gravel
- sizes, stiff consis-m tency (CL).
. g-Q
- Includes pockets of dark grey Sandy Clayey Silt of hard consis-tency (CL-ML) (less than 10% of total) u 16 (n c rE R>
2 3 C i EO co 's m r" N> (D
-4 m
tn 7220-C7916-1.
CONSUMERS POWER COMPANY Reviewed by Aff)
/ u'/da MIDLAND PLANT UNITS I a 2 LABORATORY TESTING DATA
SUMMARY
jgfg MIDLAND, MICHIGAN * - Project No. 2190 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned Jan 1979 Required i c> 10 gj IDENTIFICATION TESTS STRENGTH TESTS CONSOL.
**r '*'
io r i !. w a r., Si... wa r s, r.,..a. eco< Fe rois ,. ,, - a, s e,.i. jj ii !i 7,I 20 0-ii *4-' 'd 'E ';,a -'t 7l,
!! s ,,,
Average total unit weight (20.0'-22.3') = 127.9 pcf
,,, s *M .
S a u!."!'i.a - ig W4 5 22.5 998 Brown Sandy C1.AY; fine g,h 2 3 11.1 21 12 54 16 123.9 UU )160 6300 15.0 1[y i 50%
.] @
$ .6 Save fine to coarse Sand ani; fine Gravel sizes (CL),
j$ 20.6 2.9 n5 20.6- At 20.3' change to t r- 21 1 Save Ej 21.1 3.5 Brown SAND, fine to coarse Sand grains, 50 21.1-ty 41.9 Save 10-15% fine Gravel sizes, less than 5% n$ 21.9 9.5 non-Pl astic fines (SW). eo 22.0-yy 2 7 't hve n -s n I4 3
*Y .
b C 4%
>C DE
~E n>
w "U . _= N
- O Om n r*
Db (D H
'in tn 7220-C79-16-1
- CONSUMERS POWER COMPANY Reviewed by f44 MIDLAND PLANT UNITS I & 2 LABORATORY TESTING DATA
SUMMARY
gj,g MIDL AND MICHIGAN < i e Project No. 2100 Project Engr. D. Schulze Assigned By A. Marshall Date Assigned April 1979 Required
.7 o
'3o Od IDENTIFICATION TESTS STRENGTH TESTS coasmcnow w r- 8 *2 Laborotory Log 72 0 5 ,, Logo, ion 2% * * ' " tt pt Sieve Hyd &s yd
*
- ne er g F lure ci- a3 S train ymm(pse and
'.3 $ 4
.j* jE Content 200 -2p P
(:-j y ,*,f, or a Crateria or T S eil Description
-t :D 8*8
.J o % % % Ao Tes, pet psf % d
*0 bZb.h S5037.2
$N 99 I 628.0 E 214 1166 4 ,
ASTM D2049 M12 coarse Brown SAND, fine to Sand grains
,go with less than 5%
,3 o non-plastic fines (SP).
C q% 3 ,
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M1DLAND,MICHlG N Project No. _2190 L ABORATORY . TESTING DATA
SUMMARY
Project Engr. D. Schulze Assigned By A. Marsha11Date: Assigned 9/17/78
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'mj fine to' coarse Sand and
-, 2 fine Gravel sizes (CL) 5P 2h N$! Stockpile 121 52 b# AS"Di D1557-70 MET 110D D %D Brown Sandy CLAY; fine yb BECHTEL MODIFIED PROCTOR
% 9.2 4' grained soil of low
-mg plasticity with 45-50%
20 (20,000 ft-lbs energy) fine to coarse Sand h and fine grained
-1 sizes (CL)
-m$ m 2 ,_ Fill RandoStockpile 122 2 54 Brown Sandy CLAY; fine grained soil of low plasticity with 40-45%
N^ fine to coarse Sand T: and fine Gravel sizes (CL) yM Mandom Fill Stockpile 123 mE 47 gg Brown Clayey SANL, fine mb to coarse Sand grains 2$ with 45-50% fines of zo low' plasticity (SC) m "Ti m f~ 2b (D
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CONSLa1ERS POWER COMPANY WDLA D L NT ' I R d LAND, CHlGAN LABORATORY TESTING DATA
SUMMARY
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. Project No. 2190 Project Engr. D. Schulze 9/17/78 Assigned By A. Marsha11 Date: Assigned Required oh zr Oo
*Z IDENTIFIC ATION TESTS STRENGTH TESTS ccompacToe mO Cg jg 7- (g E #
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20 1 20 + Nh k m 2- "m NSiStockpile 126 51 Brown Sandy CLAY; fine 22 op grained soil of low plasticity with 45-50% fine to coarse Sand
.[. and fine Cravel sizes (CL) dM Random
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CONSUMERS POWER COMPANY
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SUMMARY
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Project No. 2190 Project Engr. n. Schulze Assigned By A. Marsha11Date: Assigned 9/17/78 Required
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> $$ Stockpile 129 60 ASTM D1557-70 MET 1103 D %*( Brown Sandy CLAY; fine fm$ 131.6 7 grained soil of low
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CONSUMERS POWER COMPANY . MIDLAND PLANT UNITS I B 2 Reviewed by Q L ABORATORY TESTING DATA
SUMMARY
MIDLAND, MICHIGAN Date (sh' </ ,/ Project No. 2190 Project Engr, D. Schulze Assigned By A. Marshal 1 Dole: Assigned 10/17/78 Required oo Oo IDENTIFIC ATION TESTS STRENGTH TESTS Co**MCToh 2 * '"' o 7 i hh water sie,e Hyo 4 ;- Tor **as #cor Fc Foilure a-as S train N s d
'j g CrHerio Cg mz E g P 27 Content ,,\ j
-200 '2p
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3 mz f t. * ;; % % % ES esi psi % y==w Q*: b Structural F 11 rest 125 2g From Batch P: ant 267 2 03 Brown SAND; fine to Wg coarse Sand' grains with E.O less than 5% non-plas-oO C tic fines (SW) m2 O 2
-t mo or I :ri i 2 ri 8O b
Random Fill Frnm Ba tet Plant 269 7 11e /
/ 91 Brown SAND; fine to y
I un medium Sand grains
@o with 5-10% non-pi tic 99 fines (SM-SP) 2>
mH mm 23.I0 52 - G ,0 M o - M bC mE rE
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l consumers ruwer w ya..y Midland Plant Units 1 & 2 Midland, Michigan 1.0 LABORATORY S0IL TESTING N L5 1.1 Soil Tests y cn The laboratory and field testing program consisted of soil classification N O tests and engineering properties tests to supplement information obtained d t from in-situ testing at the site. All laboratory and in-situ field testing [,
-was performed by Goldberg, Zoino, Dunnicliff and Associates, Newton Upper Falls, Massachusetts. The following field and laboratory tests were per-formed and are described in this section.
- a. Classification of soils
- b. Moisture content determination
- c. Particle size analysis of soils
- d. Atterberg limit determination
- e. Shrinkage limit determination
- f. In-situ density determination l
l g. Specific Gravity determination ! h. Compaction test
- 1. Relative derisity tests l- j. One-dimensional consolidation test
- k. Swell potential tests
- 1. Unconfined compressive strength test
- m. Triaxial compressive strength test
- n. -Organic content determination
- o. Cation exchange capacity test
- p. .X-ray diffraction analysis
- q. In-place density determinations (Field Unit Weight)
- r. Field penetrometer tests
- s. Static plate load tests 205 e ,
1.1.1 Classification of Soils Visual classifications were made in accordance with ASTM Method D2488-69, 2 Description of Soils (Visual-Manual Procedure), and the Unified Soil Classi-fication System. In addition, a number of samples selected for engineering i properties tests were classified in accordance with ASTM Method D2488-69, Classification of Soils for engineering purposes. 1.1.2 Moisture Content Determination Moisture contents of soils were determined in accordance with ASTM D2216-71. 1.1.3 Particle Size Analysis of Soils Particle size analyses were performed in accordance with " Test Procedures for Steve Analysis and Combined Mechanical Analysis of Soils" and " Test Procedure
' for Hydrometer Analysis of Soils," January 1969, Harvard University. When only the percentage of the soil' finer than the No. 200 sieve was desired, it was determined in accordance with ASTM Method 01140-54.
1.1.4 Atterberg Limit Determination Atterberg limits of fine grained soils were determined in accordance with U. S. Arnty Corps of Engineers Manual EM 1110-2-1906, Appendix III, except that three-point determinations of the liquid limit were used and the liquid limit cup was not washed and dried between determinations. 1.1.5 ' Shrinkage Limit Determination Shrinkage -limit determinations were performed on fine grained soils in accor-dance with ASTM D427-61 (1974). 1.1.6- In-situ Density Determination Unit weights of trimmed and/or undisturbed specimens were computed using I direct measurements of the height and circumference of the soil slug, and its s 3gg 7220-079-16 1 i a
weight. Dry unit weights were computed by dividing the total unit weight by (1+WaterContent). ~ 1.1.7 Specific Gravity Determination-The specific gravity of soils was determined in accordance with ASTil D854-58.
'1.1.8 Compaction Test Compaction tests were performed in accordance with ASTM Method D1557-70, Method D'. Moisture-Density Relations of Soils, using a 10-pound hammer and an 18-inch drop.
Some compaction tests were also performed in accordance with Bechtel Power Corporation modifications. This modification was identical to ASTM D1557-70 Method D except that four layers and 25 hammer blows per layer were used.
- 1.1.9 Relative Density Tests Relative density tests of cohesionless soils were ,nerformed in accordance with ASTM D2049-69 or U. S. Army Corps of Engineers Manual EM 1110-2-1906 appendix XII A.
1.1.10 One Dimensional Consolidation Test i One dimensional consolidation tests were performed in accordance with ASTM
~
D2435-70. The' loading increments as specified were 0.5, 1, 2, 4, 8, 16 and 32 Kips per square foot and unloading increments of 8, 2, 0.5 and near 0 Kips per square foot. Each increment was maintained for the entire primary consoli-dation period or 24 hours whichever was longer. Some samples ~were reconstituted specified dry unit weights and water contents as directed by Bechtel power Corporation. The samples were prepared in the consolidation test apparatus by tamping a predetermined amount of soil with L.- i 2W' 7-" O .C7916-1 ! w
l i a mechanical tamping foot to a specified height of one-half the height of the l oedometer' ring (0.40"). After preparation, the dimensions and weight were verified and the sample was tested in accordance with ASTM D2435-70 as noted above. , 1.1.11 Swell Potential Tests . l Swell potential tests were perfonned on reconstituted samples at specified densities as directed by Bechtel Power Corporation. Preparation of the sample was identical to that outlined in Section 1.1.10, One Dimensional Consolidation Test. Test samples were loaded to 0.5 KSF in one or two increments. Each increment was maintained for the entire primary consolidation period or 24 hours which-ever was longer. After the 0.5 KSF loading cycle was complete, the sample was inundated (flooded) and a record of swell vs time was recorded at predeter-mined time intervals-until such a time as swelling was complete. 1.1.12 Unconfined Compressive Strength Tests Unconfined compressive strength of soils was determined in accordance with ASTM D2166-66. Reconstituted test specimens were prepared in a manner similar to that des-cribed in "Special Procedures for Testing of Soil and Rock for Engineering Purposes" STP 479, ASTM Sth Edition, pp. 101-103. Each specimen was reconsti-tuted-in 2.0 inch diameter by 4.0 inch long sample formers. A specific amount of soil' at the appropriate water content was weighed in 5 equal portions. Each portion was-tamped by means of a mechanical tamping foot to a specified height in the mold. After 5 layers were compacted the sample was weighed, 203 7220-C79-16-1
dimensioned and its unit weight verified. Samples were then set-up and listed in accordance with ASTM D2166-66. 1.1.13 Triaxial Compression Tests The unconsolidated undrained strength of cohesive soils in triaxial compression ~ was determined in.accordance with ASTM D2850-70 with the following exceptions: j
- a. When applicable, axial deformation of the sample was measured during application of the confining pressure.
- b. Applied stresse were corrected for the effects of membrane in accordance with Seed, H. B. and Duncan, J. M., " Correction for Strength Test Data," Journal of Soil Mechanics for Foundation Division. September 1967.
- c. The strain rate was 20% per hour.
i Consolidated undrained triaxial compression tests (U U) were performed in accordance with procedures described in U. S. Army Corps of Engineers Manual ) a EM 1110-2-1905, Appendix X (R test) with the following exceptions:
- a. When applicable, axial deformation of the sample was measured during application of chamber pressure and back pressure.
- b. Load application rates were estimated using formulas described in "The Triaxial ~ Test," Bishop, A. W. and Henkel, D. J. , Edward Arnold Publisher,1957, pp.124-127, 204-206.
- c. Corrections for the effects of membrane and filter strips were made in accordance with the procedures outlined by Seed and Duncan (see l exception b, Unconsolidated Undrained Triaxial strength procedure).
In both the unconsolidated undrained (UU) and the consolidated undrained (G U) testing programs, some tests were performed in reconstituted samples at densities determined by Bechtel' Power Corporation. These reconstituted test specimens
~
. 209 l
_ 7M0-C79-161
, were prepared in a manner similar to that described in "Special Procedures for
( Testing of Soil and Rock for Engineering Purposes" STP 479, ASTM Sth Edition, pp. 101-103. Each specimen was reconstituted in 2.0 inch diameter by 4.0 inch long sample formers. A specific amount of soil at the appropriate water content was weighed in 5 equal portions. Each portion was tamped by means of a mechanical tamping foot to a specified height in the mold. After 5 layers were compacted the sample was weighed, dimensioned and its unit weight verified. The sample was then set up in the triaxial cell and tested in accordance with ASTM 2850-70 or U. S. Army Corps of Engineers Manual EH 1110-2-1906 Appendix X (Rtest). 1.1.14 Organic Content Determination Organic contents were perfonned in accordance with ASTM D2974-71. 1.1.15 Cation Exchange Capacity Tests Cation exchange capacity tests were performed in accordance with "Condumetric Titration of Soils for Cation Exchange Capacity," Mertland, M. M. and Mellor, J. L., Soi_1 Science Society of America Procedings, Vol. 19, 1954. 1.1.16 X-Ray Diffraction Tests X-ray diffraction analysis was performed in accordance with " Clay Minerals-A Guide to their X-ray Identification, Carroll, D., Special Paper 126, the . Geological Society of America, 1970.
'l.l.17 In-Place Density Determinations (Field Unit Weight)
In-place density determinations were performed in accordance with ASTM D1556-64
-with the following exceptions:
.2 i Il 7220-C7916-1
~ -
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4 %--
~1. The. Jar and cone apparatus,of field density apparatus was calibrated 3
with the base plate using calibrated Ottowa sand. (See Section 10.2.2 of Goldberg, Zoino, Dunnicliff and Associates QA Manual, Quality Assurance Field Testing Services. 1.1.18 Field penetrometer Tests
' Field penetrometer. tests were-performed using a' soil test model CC-700 pocket penetrometer following the manufacturers recommended procedures. The pentration piston was manually pressed into the soil to the calibration mark locat'ed on the piston. The unconfined compressive strength was read directly from the device in tons per square foot.
1.1.19' Static Plate Load Tests Static plate bearing tests were performed in accordance with ASTM D1194-72 with the following exception: ' I
, 1. Three (3) dial indicators were used at 120 spacing around the plate.
- 2. The criteria for determining the duration of loading was as follows:
- a. 0.001 inches displacement or less in a 5 minute interval, or:
- b. Constant ( ) rate of displacement after 3 hour interval.
- c. Minimum duration of load increment was 60 minutes.
2Ii' 7220-C79-16 7. .
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