ML19329E963
| ML19329E963 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/30/1979 |
| From: | GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO |
| To: | |
| References | |
| 2190F, NUDOCS 8006190728 | |
| Download: ML19329E963 (22) | |
Text
m
+ um o wu oo.o a
'c 8
cu SECHTEL ASSOC.PROFESSIONALCORP.
CISTRIBUTION SUPPUER o0CUMENT STAMP
. g,,. _, _m G-32 -g JCa7220 COPY n Q moam mAvraocreo. summiTrmALoocumswT.
vEncoR e
- o :'==,"= =.a'an==='"
CLIErdT e2 2'
[RCs.
4 0 ncvest u.o nesucent. nogu mAv uorenocese, Categorf i
s O navesahorne n.co. mww mavennesso.
RS-oso ol C soa *,v vww.;g.,_
ECT.
USN?w~c$EENr$s'*N$$a"r$5? SLYi NEEaUNMNI{dIsM[.*sNNSII l
tA ECH.
cowuancs ie r= cestna: val ene.u vions.
, N,7 C. sYS-A C
E J
M N
P Q
G llJSP.
REYlEWED START.UP f
d6 6
ey 8('l l112dh 4 o,,,Jht/n CONSUMERS POWER COMPANY RECORD of It0V 3 o mg MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN PLATE :.0AD TEST PL-2
,,,s sesunfu.sursascoas r>,e rneveus mna ns 4,imm.
O TMS SuGMf77AL suPEPsECis CNLY THAT PART CF THE rasvious susurtTAL THAT rt strtActs.
pgSE R15U8Mf7 CCRRICTED ATTAchuf47 TO TF1 O Tus susviTTAL es AN ACCENDUM raevious susurtTausa Ano ocas NoT surtsstot ANv rair DOCUMENT IN IT3 ENT!AITY susuTTA
~
WITHIN N/M WEEK $
JOS,7220 Prepared for:
Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan i
RECORD PRINT Prepared by:
Goldberg, Zoino, Dunnicliff & Associates, Inc.
30 Tower Road Newton Upper Falls, Massachusetts is!CRBme,
.,,g,,
MAR 1 81939 File No. 2190F September 1979 THIS D0'CUSEllPCONTAINS.
POOR QUAUTY PAGES 8006190 M 8 g
i g;,
n._
p....
..- v 1
i CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN PLATE LOAD TEST PL-2 TABLE OF CONTENTS No. of Pages 1.0 Photographs of Plate Load Test 4
2.0 Load vs Settlement Plots 1
Time vs Compression Plots 2
3.0 Field Data 8
e n u
. u-u-2
a I-t
' mm H n*
DO l rt rt (D C=
e, CD
.a=-
q..
i.o c..
n u..;
=
I I
i o
t) 7220-C 79-15 2
y v
' 3 gC O
6 9
O' ' " W e
- 9 e
g e
e e
PHOTOGRAPHS OF PLATE LOAD TEST e
7220-C 7915 2 4
.i 'p I,.f.3 '
hh, -' i "k{k.
[
c 1:;,J
- s k
- g+
], 4,,' 17 4,
.[
.". z,,.
~.,.
4,, -. '
.g * #..
~
- ['.*,1
' +
3 y
" M, '. ~ j?,,
- p i j..
4l, ;} ~.
l.
?.
' f - { ~-., p
- ~ e-
'*d,
[ ' ;-}gi:* -, ' 4Wi".
F, 6: m u-a
,r Q
7;
[ '
8-
?
y 1,
m
{.' a
,y-
..;,,..j...
s, g :n-i se, 4m-
'N p,
~'
.g
<..'S
[ [ *^ hy
- y*3.
y
.. y 7
is,
] -
%y e
' ' f[
k)
'y+,. '
6.
F
- c. ;,
+
,- x( e:
_ M, s -. k..
r.
o
,s
. 7.*
^.,'
- *e..
t 4
t
~,
- u..Q.., _ n
- :,. a~ * ; ' ' ; fR.
)$
. b' (,, a's T.t*"% '~ :.
..p t
23'
-4 7,,,l.f - f,s fe; f % k
.9 '
- D.$$
'4
<%f J
c.
\\
7
'i ~
.p..
A
.i-c
- ; n.
..q;
. e ',5'Q; ;- fl.,
.Y..:
y..,
n dj. -
4.?
...< q :, a
, 9, m y.s.
- .p
- .' y
..,s m
y y
......y q..
3
, w..
. M ngn y.
.2
.* !? 4
- a
%. V.*
$ f.-[%
m,
'M Location of Place Load Test No. 2 in Tank Farm West being staked out by Bechtel Power Corporation.
.~. l.._
l
.}
kh.f.g.f t Mf*R
",f., Q.
4~~
....~
i,. '
s a
- ).
1 t,, '
. k..:
a, i. _
a > -
,f r.9-A..
- . y-t y
N
'.1 - ' '
' ],
- ' h '
.. ' E b.,j.. ?:
u a
~. Y'h
.-. < y _ ;.
y% :,..
r.
.y, '., _,
y;...
I
?,
~
'.g.t" !, i m *(. p. 7
.h.
,.w,.
Q.- i
. y ~.
1
',, p [
. (s l
z
_s al'1
}
y.
l %f l * '
${,, L,j;f, _ )
- lh{
a
..i,_- :.;a
,.; A.s
.g.
..a y ;
- :- /qg~ g -
+
-a g y> %p,,
.s; ;
- ~ A
., ;.,A g:%
. h. y y~.g,4,SW.;
p
.x l
l
. n.. f.. : P. i'*
.q tt
...v.. :.
.3.,, _..... y.
Plate load equipment centered and levelled.
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF DLATE LO AD TEST TEST NO.
2 DATE JUNEl979 PHOTOGRAPHER DWC REVIEWER t-GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,1NC FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERM@ 7220-C-79-15 2
l
.p --
- t. y a.a _ ;
'L
. e ;,;.. * ~ -
g i-
..? r.. q~. N_ u,. ' j..,
- j.,., -
..,...,y
.er r
.. x t..-Q*
. : y.s
- .
- .**9. '.;,
'i W.
M:
..p.
- 4 r y. ;. '
qx-} 9 l _
- t..
...l g.
- ^
.a
,b
.,... l.i } y. W $ p ~ Mj 5- ( f,'.'f ff, l
r u.;' m -
.3,; ;l*&.
w%
o m.;
.l ?
s' l
l,' ~ ',.., ; ( .,l.,,,
.5,rf.$,.
.' G _
4 n
+
A;4t'..? *~ __ #
. ?
. s.l, f p.
'. " w r j.7 *,.,
(..
y #. f ; g,.,
g 4
g-s f' ;..~..~. %,
, a..
y Mg:
,,{
, Q,g. = y,, g _
,.f.
.g., +4 Md[p,. s
[k'.z.
' h > :. '
,]?
m,., s, +...
+g v
^ k%4k.h":.. i g
v;,.. :,$
f _, ' Wf. % ' 2.
,-al%.%
R bW Hole being excavated by hand for placement of reference beam to insure stability.
- ' 4.;
- ^
j i i, ' t*
~
' { M,
}<
+'
l E, "; %
J. j,,
n
+.,~~,r.
r n -
.f
..\\ a.,.
e n
4 3,t
..c...-
.E, Set-up of hydraulic g
- y a:
..,.... cy,,
7..
J
. - - - <: y..r'
- M
-[
_ f ;\\
- w jack.
^
y.._
'[k.
j
, -- r f ( g.'
.'..[
e
...3..
z, y _
'_. } i ~
n.
_g.
.'A A
p s '
.,.... y '.' -
. z., y,[, : q%; ;.
... ~
.e CONbuMERS POWER COMPANY
.. sty;f}.
- i g - '. ;'
MIDLAND PLANT UNITS I & 2 r
+. ~ T.,, [...j
- .. 3,3 j;.
MIDLAND, MICHIGAN l
y y,y. ;. ;..
- e... -
?,,.
PHOTOGRAPHS OF 4
... h. 4qR
. ~.
. F
.e,.,....y
. 'rgg,, j d t.g.
PLATE LOAD TEST c
t
.G,...d t
.. >.. e..
...t... g...... A f,
TEST NO.
2 DATE J_UNE 1979
. " ~. '
PHOTOGRAPHER DWC b
REVIEWER GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC.
FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERIM@79')cpC 7915-2
-L 9. n;:.. v i.~,W s'~
n.
. XfM z, ',, t r.
- N 9 ;~
_.17 _ - Q" 't$ -
Cir.
a v
,.. -QQg i
t, 4
-p
. ; er 3;;L
.h.
~
y'
_ g. -
[,A.hh..?. ; -.#b+,
. '
- j + ; g [g,
.. )
~
?
-Q %.,. V
,.. :. N... f,i lr"l. [., s % [. J.%
- o.
y:
i
'(7 _
.(' ' ' ',. $.r.Q.fg,,.
4,.,i, jy f
- f. Nw,Q. ;h g g. < $...r
.*6
e-
\\
.e
-9e c
- s..k ' * '
^
' W.I,.jh c
. ' y M%, m, e:
' f '- [
'lo.'.
sh y
..-Q f
g.
'I'l,
'* w i s.
.; - s.t>
q-
,s u..
.g:.
N '_ " '.f
'},,
...g.....,
~.+.
. f I. ;{,%
1
- n. fY &_' Y
_,,w :,
..l h Q _f-i.^
5
- i.,,
?
f-l Sand used to backfill around reference beam supports.
jfy W~' '. }*f f Y y Q.. ? " l
,l & bMy
) [.,. -.,> _7'. [g
^~ '
, 4.,'.,. i ( )
-c ry ;' g f N4%W
. 3. u, 3....,
$ ^ ' ' $p 9..1a 7
..,.a.
p
.j.gg, s
p [t.
f.
,g f..yg.
6 Fi*f. ;
2- +,. 6 4.,- -
g S ' .,.
g
- L.?,'." M :y.. s k t.
r; i
9f f?
..,y y. 4, by fwe.:jfff'."G}h
>Q.';;.'i.. / " -. s.g.y ; g v..
% _ v '..:*::
.,. ;.f g.,. s.g ;
..,,n.A :- h ^y 5 - ;.
'l 3~ x.:
%T 4.e g w.
, (;:,..,
s
-p..
\\
.*[...
' Y '4.m ;,,.. -O'
~
-(
~ ' f;*f
' t 5.. **.' ; {. % y,:
~
.d,M e-
.,4
. - r.g s.
". ;,g A '
, ' ' 7,e '
,~ Ap... S 6-7 < a g.
g 2
. f..$%fA. -. h ' ',,
i'%y.p.; -
f ;. r... '
5 l v, W C. '.:
Checking reference beam.
1 i
CONSUMERS POWER COMPANY l
MIDLAND PLANT UNITS I & 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF PLATE LO AD TEST TEST NO.
2 DATE JUNEl979 PHOTOGRAPHER D'4C REVIEWER GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,lNC.
FILE NO. 2190 F 7
CONSULTANTS IN GEOTECNMO@M@@M[WQfe%en e Se sWL91
1 a
s' g,' ;, >;...< >.As.: a..
' _g
).
._ j,, c)- );>;.. -&..'v
, 9,- a Q,;;;. g. ' :
4
,, z >. 'a 's J.-sj
\\
ip'-;,,;s.;
- f q. gig
,'?'
a.
..., ?, 'b+.,
4,.,
J r
........,A,
- hs.
2,.
- u., y.
91,f.:j.g l
l...,
.:,._ i k..'.'..W ~ }.f t.r ; M.~ M; 1
' ~ -
j g,y ;
y *..
,- }- f
~' b s ~fe ? gY.,
to.%,
t, j
.. - G. - s. 4~,
p 799. a
- i
.. + >.... -
u 4.
4
,c q.....
....; g
, 7
+.4.g
$_e,,,;' %. ;,;. }p*
- .s t
- s -
.. q. ;,? l n
de -
,' 'e ' 'M M.
%.z._-Q.9 :
u.
_. ' "4
' y :J R,.,,
':... _ r T~.:
.,,. senp>
F; C..
- y
.f s
?
m,.
i
,*d
(M; r,,-
y..
.j-emy
.r..,
-+. g e.
'7 jf. yy;, uery'"
"1-
- er _ _
?$
x.
-c w. +
4.,g,,.
- 4 T lD i
f_;
- +
F *- ~_.
4.
_l
k% * :. n - ' ~
. y _ _,'. 7 *%,'-
[
..;g A
, + *fs. '
,u.m. ;..;, : g r e is
.C % :1 M. P P -
-.'* q '
.. 4
~~
Plate Load equipment ready to begin testing.
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN i
PHOTOGRAPHS OF PLATE LOAD TEST TEST NO.
2 OATE JUNEl979 PHOTOGRAPHER DWC REVIEWER GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,lNC.
g FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGlNEERING 7pgg_.C_.791_5_-2_
... o 4-
.. ~....
m e-4 O nD n%
O <
BW "O=
n,
I,2 w
O n,
e t
l l
l Q
7220-C 79-15-2
n v.
..v.,,
LOAD VS SETTLEMENT PLOT 30 7920 C 79-15-2
l oo OO NOTES' STRESS (TSF) mo L - ALL SETTLEMENTS I
cm CALCULATED AT END OF o
2 3
4 5
6 I
FQ LOADING INTERVAL.
O
~
q wg _ N (Q@
>c
- 2. CRITERIA FOR DETERMININ'G
-g 2-DURATION OF l'OADING VS'
~
"8 lNTERVAL AS FOLLOWS:..
Y
-4
-- 2
. g) 0.001 INCHES (1) OR PES 3 N
SETTLEMENT
.j 20 DISPLACEMENT IN A
- ',g c
5 MIN.lNTERVAL,0R:
N OO b) CONSTANT (1) R ATE OF O.5
@C DISPLACEMENT AFTER, N-q$
3 HOUR INTERVAL.....
\\
a m-c)#1 NIM,UM DURATION:60 MIN.
N
- Qh
- 4. STRESS BASED ON PLATE h
2 2-ARQOF 4.909 fl 3
g]
(30 DIAM.).-
s pp
- 4. LOADS C ALCul'ATED.
1.0 r-FROM. LOAD CELL READINGS. ALSO Z
m 2m INCLUDES WEIGHT O
Go OF LOADING APPARATUS.
2 U.
- 5. TEST TERMINATED PRIOR m>
TO END OF LAST LOAD W
QM INTERVAL DUE TO y g,$
-m INFILTRATION OF h5 2_
RAINWATER.
J m2 g
N
.n p
o, N
mHm r
W 4
M mmr o f~
m O
<nm go o gn Fi.2 m h > "U r@
6, 6
2D
.i 4
H ug o r N
$ c8 d2 < > $ *w C
Ho2r e
x_ 2
'Y Q
_h*M;oS i
9 r
e x un r 2r" E m o-Zo N
2'5
'* iH k Ho $-%
ocm 3
Oy m n' r
- y. m g.9 3.oo m
m
-4 a ~_I m
m o
n m
d i@3 q 7m 2 95 l
2 u min H m<
0 5
10 15 20 25 30 35 jj m
4 Q
LOAD (TONS) w s
Ib
)
no OO 2r oa m U
'QF lilllllllllllllllimTIT 111111111111111111111111 h$
ER 8
O.2 5 --*- O.7 5 T.S.E
.0020 :
O01O 2.25 --*-3.00 T.S.E zo M$
2 $
h
.0020 DO40 g
-E CC U M
1
- t
..O E @ O.
O
.0030 4_.
.0060 !
4 m0 E
y%
~
O C o
- o
.0040 h'
.0080 ME a
M N
n a
g
'.I.
iEC Q 8
)
o g
3030
---o..
olOO
]
h
.OO60g --- 2-~4 "
~
~ ~6 ~~~ 8 ~~~lO 12 ' "l4~ '16~~~18 " ~20 0
2 4
6 8
l'O 12 14 16 18 20
.012 0 l1111lll1111ll111lll1111
.0020 0.75 ~l.5O T.S.E~
11111111111111ll11111!!1 5
0 hm
.0050 3.00 --*- 3.75 T.S.E om 4
E L
5
,O gj n s
O go {
g
.0040
.0100
- q p"
9 N
4 g
m 3
E
.0060
- %7
{
, M y
.0150 :
a l
~
E 9
I N
N.-1:
2
'..T::
.0080 7f%,
.0200 g
m -I m r d
.010 0
- I y
~f'8f~."{
.0250-m mi-O g g
<Om O
O 1;
I I<
4 2>
M7 oo
.0120
~~~~2 4
6~
"B~~ '10~
~ 'j
~
~ '4~~~16 l
20 O~~ 2 4
6 8
10 12 14 16 18 20 0
12 1
L5 :5 fo Er'~s 111lIm1lllllll11ll1111 ll11ll11111lll1111111111-g O No E
.0025 1.50--*- 2.2 5 T.S.E
.0050.:--
3.7 5 --*- 4.90 T.S.E i! O mr,g O m,
.0050 z.
j l
p zrM N
kE
' N T r og o
.010 0 h i
- 4 r-m
\\
g 2*scgy O g_
g
.00734
.0130
\\
y r
cn m
3 6
s a
.0200 7 s,'
ri o z -1 U
12 g
r
.010 0 A 4 i:
$P@ O Qo
~
m m
-t 2 -12 E m
.0125
"-a
.0250L 2>
c-o us oA U
h h g {$
- '5 0
~
~ '2 4
6 8'
~
~
~ l'O~~12 03 k 2
0
^~
~
~
~~~20 l4 l6 18 4
6 8
10 12 14 16 18 20 e
3 VTIME IN MINUTES VTikE IN MINUTES O
N g
1 0
(n FIGURE
O bU W
d a S 6"
V V e
9 e
- 4 9
O e
9 6Se
$e g
g
- 0 49 0
O g
e 94 9
$9 g 9
8 8
88 0
l i,
6 1'
p t (9
8 Wl i
C I
)) Cs 3 D i ea 2 -
e e
o e
7220 c.7915 2 33 l_
m m
e u
- v; e
v e
u u -
e FIELD DATA 2
i 7220.C 7915 2 14
e-x c
- c e ss..
PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP 7/3/79 JK/EJ/ CAL TEST PLOTTED __
7/3/79 CAL INITIAL REVIEW 7/4/79 CAL CHECKED _
r/2d?t h
a CORRECTIVE ACTION FINAL REVIEW NMM YMe
/
TEST EQUIPMEN_T PLATE OR PLATES USED 30" - 24" - 18" DIAL A INDICATOR MODEL d2 - CRDf-1000 S ER. NO.
010 D!AL B INDICATOR MODEL #2 - CR100-1000 S ER. NO.
011 DI AL C INDICATOR MODEL
- 2 - CR100-1000 S ER. NO.
012 HYDRAULIC JACK MODEL S ER. NO.
1 CAPACITY 50 Ton PRESSURE GAUGE MODEL SER. NO.
/
LOAD CELL MODEL Davisson SER. NO.
713 CAL. FACTOR 25.56/
Ton LOAD CELL READOUT MODEL _ BLH (SR-4) S ER. NO. 900757 WPE N TOTAL WElGHT OF TEST SYSTEM 755 lbs.
SYSTEM WEIGHTS 50 TON JACK ASSEMBLY (J ACK,SWlVEL, AND PLATE) 19n Ib s.
/
SHDIS A 10lbs. /
LOAD CELL c m1 M Plate 78 lbs. /
u ig 30" DI A. PL ATE 206 l b s.
/
D 181bs. /
E 181bs. /
24" DIA. PLATE 134 lbs.
/
F 18"DIA. PLATE 74 lb s.
/
10" DI A. PLATE 33 lb s.
6" DIA. PLATE 23-Ib s.
-12" x 12" PLATE 42 lbs*
/
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 Steel plate for wire line rule 19 1h/
PAIDL AND,MICHIG AN PLATE LOAD TEST NOTE: Equipment used designated by /
CHECK LIST LOCATION Tank Farm TEST SERIES Nest)
N O.
PL-2 ELEVATION 628.6 :
D ATE _ 7/3/ 79 TECH.
R REVIEWER CAL FILE 2190 F GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,1NC.7220-g-79-3 5-2 g'
CONSULTANTS IN GEOTECHNICAL ENGINEERING i__
x I:
SHEET 1
OF 7 PLATE LOAD TEST FIELD DATA SHEET o
TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE R E M A R'K fh r
B C
ON ) '"k S$1N
)
IN IN (IN)
IN)
({y)
N O.
a g
g
( )
(w) 0., 14:43 0
167 027 3119 0
0 1.08 0
6.20 6.38 5.60 5.69 El.'628.696(Survev 1.60
.71 1/2.178
.039
.033 312 1.10 on top of base 1.0 1
,179
,040
,033
.013 1.10 plate.)
1.4 2
,180
.041
.034
.0 14 1.10 2.0_
4
,181 A42
.035
.015
) 10 2.4 6
.181
.043
.035
.01s 1.10 3.2 10
,182 043 4 36
.016 1.10 4
f 3.9 15
,183
,043
.036
.016 1_10 1.60 5.5 30
.183 114 1 037
.017 0.017 1.10 0.02 6.70 6.16 s_60 s_7n 016
.016
.018 FINA1. DTAT DT9PT. ACE 4ENTS flN.)
n u
H
)
.I 3
4 O
s
CONSUMERS POWER COMPANY
- l. COLUMNS A,8,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS 18 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN Msi = 11440 PLATE LOAD TEST aus=
32 DATA SHEET Msf = 11472 LOCATION TANK FARM TEST SERIES
_(MfEST)
NO. PL-2
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT ELEhATION_626[6 DATE 7/3/79 OF LOADING APPARATUS.
TECH. _JJ(/CL/EJ CHECKER c.I./n.c.
FILE 2190 F
" COLD 8 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,1NC.
O CONSUL.TAtJTS Irl GFnTFCilNIC A' F N G irJ F F R I N G q
SHEET 2 OF 7.
FIELD DATA SHEET PLATE LOAD TEST TOTAL TIME DIAL READINGS AdERAGE PLATE PIANO WIRE / SCALE REMARK N ['"[d SdYOh* OfiuY U/iu')C
( )
N)
W N O.
g n
( PD
( PD (Itn 1.60 15:14 0
,183 043
,037 0
0.017 1.10 0.02 6.20 6.36 5.60 5.70 44.00
.71 1/2 218 070 081
.f}35 1.14 1.0 1
,219 072
,082
.016 1.14 1.4 2
221 075 084
.039 1.15 2
4 224
.080
,087
.041 1.15 2.3 5-1/2,224 D80
.088 n/a 1.15 3.2 10 226 083 090
.045 1.15
.047 3.9 15 228 085 A92 1.15
.049 5.5 30 229
,087 93 1.15 i
.049 6.7 45
,230 087
,094 1.16 4.06 7.7 60 230 087 D94 0.066 1.16 O_OR 6.18 6.38 5.60 5.70 N
'N
.O O
,047 044 f157 DTAT. DTSPI.ACEMENTS (This. Increment -- Irl 1 i
.N 063 D60
.075 TOTAL DIAL DISPLACEMENTS (IN.)
P i
V' m
REMARKS:
CONSUMERS POWER COMPANY
- 1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I & 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MIDL AN D,MICHIG AN usi = 11440 PLATE LOAD TEST AMs=
94 D ATA SHEET Msf : 11534 LOCATION TANK FARM TEST SERIES
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT (WESTj
~
NO. PL-2 c
ELEVATION.620 4 2 DATE 7/3/79 OF LOADING APPARATUS.
TECH..JK/CL/Ed :
CHECKER c.L./D.C.
FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF 8 ASSOCI ATES,1NC.
CONSill.TArlTS IN GFOTFrHrilC Ai FNGINFFRING
SHEET 3 0.c 7 PLATE LOAD TEST FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE /
HE AVE MONITORING POINTS
$K h)
ON )
Ek Su#5f N)# 0[lN)
IN)
( N)
IN)
N O.
EM 4.064 16:15 0
,230
,087
,094 0
0.066 1.16 0.06 6.18 6.38 5.60 5.70 T = 29.0 C 7.74
.71 1/2 284
,144
.157
.Os8 1.23 Soil around wire 1.0 1
.286
,146
_160 060 1.24 line nost damnonei by rainwater.
1.4 2
290
.150
.164
.064 1.24 Annears to have swelled slightly 2.0 4
,294
,156
.169
.069 1.24 cnusine mnvoment 2.2 5
/> 9 5 J56
,170
.070 1.?s 3.2 10
.299 1162 37s
.075 1_?s T = 28.6* C.
t 3.9 15 M02
,166
.178
.078, 1_?s 5.5 30 306
.169
,182
.082 1.25 6.7 45 309 173 elas
.085 1.26 7.74 7.7 60 311
.176
,187
.088 0.154 1.26 0.18 6.19 6.40 5.60 5.70 M
M M3 k
081 089 093 DIAL DISPLACD1ENTS (TIIIS INCREttENT -- IN.)
k
.144 149 168 TOTAL DIAL i)ISPLACDIENT (IN.)
?
?
c u
REMARKS:
CONSUMERS POWER COMPANY
- 1. COLUMNS A,0,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I 8 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN a
o usi =
11440 PL ATE LOAD TEST aus=
188 D ATA SHEET Msf=
11628 LOCATION TANK FARM TEST SERIES
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT
_MEST)
NO.PL-2 OF LOADING APPARATUS.
ELEVATION.S28. 6 DATE 7/3/79 TECH. AK/CL/EJ CHECKER-c.i../0.c.
FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC.
CONSULTAt1TS IN GEOTECilNICM FNGINFFRING
^g SHEET 4 CF 7 i
PLATE LOAD TEST FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PLANO WIRE / SCALE REMARK LOAD T*II '[* C" A
B C
D NO'
{
(TONS)Tiugk ELAPSEf DIAL A DIAhBOIAbC (TN)
(IN)
- 8@f* 5" njf Imi (TN)
(TN)
(TN)
(TN) tu N)
(in)
(iN (IN Cracks in soil around 7.744 17:18 0
311
,176 187 0
0.154 1.26 0.18 6.18 6.38 5.60 5.70
_ninen fIrst nnriceti 11.42
.71 1/2 372 248 258
.068 1.35
(< 1/16" wide).
1.0 1
377
,256 264
.074 1.4 2
383
<264 272
.082 1.36 T = 28.7* C
?.O 4
.191
.271 3R0
.089 2.2 5
.104 276
,? A1
.093 i_37 3.2 10 402 286 291
.102 1.38 Raining.
3.9 15
.407 293 298
.108 Wire line rod in 1.39 damnened sofi nren Shij[ars m W 5.5 "10 415 299 306
.115 i,40 y
6.7 45 419
,307
,31 j
.121 1.40 4
V 7.7 60 A21
,310
,11s
.125 1.42 6.19 6.34 5.60 5.70 O3 1.1.42 8.4 70 424 315
,317
.127 0.281 1.42 0.34 i.
o 2
4
]
,113
.139
.130 DTAT. DISPI.ACEMENT (TIITS TNCREMENT - TN.)
-a
.257 288 298 TOTAT. DIAL DISPLACEMENT (IN.)
?
s)
CONSUMERS POWER COMPANY
- 1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PL ANT UNITS I & 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MIDLAND, MICHIGAN j
H Msi = 11440 PLATE LOAD TEST tc DATA SHEET aus=
282 ri Msf= 11722 LOCATION TANK FARM TEST SERIES i
5 g
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT (WEST)
NO. PL-2 ELEEh~ TION.620.6
- DATE 7/3/79
'I OF LOADING APPARATUS.
TECH.JK/CL/EJ
)
CHECKER C.I../D.C.
FILE 2190 F 3
GOLDBERG,ZOINO,DUNNICLIFF a ASSOCIATES,1NC.
CONSill.TANTS IN GEOTECilNIC A ENGINEFRING
SHEET 5 OF 7
PLATE LOAD TEST FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIRE / SCALE H
MONI ORIN POINTS REMARK (TON ) N S$
U'N)* UliN)U/iN)C IN)
IN)
E" O
(
/, T_.n.,
(IN)
(TN)
(T c
L 1. 4 2.. 18:30 0 424 315 317 0
0.281 1.42 0.34 6.19 6.34 5.60 5.70 4
15.10 0.7 1/2 461 360
,361 042 1.0 1
469 368 369
.050 1.4 2
478 378 378
.059 2.0 4
488.390 389
.070 1.49 2.2 5
491 394 392
.074 1.51 T = 17.9*C 3.2 10 502 407 404 086 1,51 3.9 15
,508 413 410
.092 1.52
'l 5.5 30 522 428 424
.106 1.53 6.7 45 530 438 A33 115 1.54
%4 7.7 60 536 444
.438 121 1.54 15.10 8.7 75
,540 447 442
.124 0.405 1.55 0.47 6.18 6.35 5.61 5.70 D.
t 44 116 132 125 FINAL DIAL DISPLACl?MENTS, (TIIIS,INCREEENT --TN.)
1 373 420 423 TOTAL DIAL DISPLACEMENT (IN.)
0 REMARKS:
- 1. COLUMNS A,8,C, AND_D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 2: MICROSTRAIN READINGS THIS INCREMENT MIDL AND,MICHIG AN g
3 u,i = 3144o PLATE LOAD TEST aMs=
376 DATA SHEET m
Msf = 11816
~ LOCATION TANK FARM TEST SERIES s
j
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _LWEST)
NO. PL-2 4
OF LOADING APPARATUS.
ELEVATION E28.6
- DATE 7/3/79 _
i 5
TEC H. _J K/CL/ EJ CHECKER _ c.L./0.c. FILE 2190 F
'[
5 GOLD 0 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC CDP 89118 TArlTS Ifl GFOTFellfile M Fric.!r'FrnitlG
PLATE LOAD TEST FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANC WIRE /
HE AVE MONITORING POINTS ON ) ""k '[uY U'gN)" iiuYi,*uf (T
IN)
^
D N O.
g 15.1M 19.50 0
540
.447 442 0
0.405 1.55 n.47 6 in 6.35 5.61 5.70 T=18.6C 18./8
- 0. 7 1/2 587
.507 494
.051
~~
1.0 1
596
.517 505
.063
- 1. 4 2
607
.528,516
.0 74 c
2.0 4
2.2 5
.624
.546 532
.091 1.65
- 1. 7 10
.639
.560 547
.106 1 66 3.9 15
.647
.5 7n 554
.11A 1 AA 8
- 5. 5 30
.664
.588 571
.111 1 64
- 6. 7 45 fi74
,598 581
,141 1.70 7.7 60 680
,607 587
.148 1.71 N
to 8.7 75
.586
.612.593
.154 1.71 to O
9.5 90 Ji95 621 602
.163 1.72 6.16 6.35 5.63 5.68 O
10.95 120 701
.62R 609
.170 i 7t l_1. 6 las 707
.6 % 61A
.17s 1_.74 T-18.4 C L
18.78 12.2 150 711
.637 617
.179 0.584 1.74 0.66 O
- )
V1 171
,190, 175 DIAL DISPIJ CEMENTS (This increment.-- IN.)
g 544
.610 598 TOTA 1 DTAI.
DISPI,/ CEMEN'l (IN.)
,h REMARKS:
I. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY d
MIDLAND PLANT UNITS I & 2 1
- 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN
{
usi = 3,44o PL ATE LOAD TEST
(
no aus= 470 D ATA SHEET Y
Msf= 11910 LOCATION TANK FARM TEST SERIES
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WEIGHT
_(W~ EST )
NO. PL-2 J
OF LOADING APPARATUS.
ELEUd_ TION 326.6 D ATE 7/ 3 /79 f
i TEC H..J_K/CL/ EJ l
CH ECKER C.I.. /D.C.
FILE 2190 F l
GOLDUERG,2OINO,DUNNICLIFF & ASSOCIATES.lNC.
CONSULTANTS IN GEOTECHNICAL ENGINEERING
.j 1
n.
SHEET 7
' OF 7 i
PLATE LOAD TEST FIELD' D ATA SHEET TOTAL TIME Ol AL READINGS AVERAGE PLATE PIANO WIRE /
HE AVE MON ITORIN G POINTS T
NN SuTO$3 8fuftiuY
( N)
IN) tu
^
D N O.
a f
g 18.78*22:30 0
711 637 fil ?
O 0.584 1.74 0.66 6.16 6.35 5.63 5.68 24.23 0.7 1/2
.77s
,71s ARR
.071 1.0 1
.7R7
,727.700 1083 Rainine 1.4 2
.804
,744.717
.100 t as lieavily i
2.0 4
,824
,765,736
.120 1.87 2.2 5
,829
,770,742-
.125 1.88
- 1. 2 10
.84R
.791 761
_146 1_90 3.9 15
,863
,807,784
.163 1.91 T = 18.,5 C
5.5 30 887
.832 ROI
.185 1_94 6.7 45
,901
.845,813
.198 1.95 7.7 60
.916
.135,ib*
lq 212 1.96
]
8.7 75
.2$5
.141.150
_221 1.97 6.15 6.34 5.64 5.65
- Reset 920=.250' IO 9s on
, ?6 ?
.i sn
_1 s s
,997 0.811 1.98 0.90
',2 utais reset-105 i
Movement of q
reterence Deam.
- e 120 Water flowing
.;y into pit-soll
{
11.6 135
,053
.203 D07 swelline.
ih 19.9 isg
.ns7
_?ns.0J 2 14,23
.180
,069
,225.027 NaMNfo M bu$t E*.#1 lSI"EfiN"&ntb""
erral ic.
Jest terminated.
CONSUMERS POWER COMPANY
- l. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I & 2
- 2. MICR0 STRAIN READINGS THIS INCREMENT MIDL AN D,MICHIG AN Msi = 11440 PLATE LOAD TEST aMs = 610 D ATA SHEET Msf = 12050 LOCATION TANK FARM TEST SERIES
_LWEST)
NO. PL-2
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT ELEUdTION.SZ8J
- D ATE 7/ 3 /79 i
OF LOADING APPARATUS.
TECH.dK/CL/EJ CHECKER c.I../D _c_
FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC.
CONSULTANTS IN GEOTECHNICAL ENGINEERING 4
i 1