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{{#Wiki_filter:%. m + um oo.o a 'c cu o wu - . . . 8 | {{#Wiki_filter:%. m + um oo.o a 'c cu o wu - . . . 8 SECHTEL ASSOC.PROFESSIONALCORP. | ||
SECHTEL ASSOC.PROFESSIONALCORP. | |||
* CISTRIBUTION SUPPUER o0CUMENT STAMP | * CISTRIBUTION SUPPUER o0CUMENT STAMP | ||
. g ,, . _, _m G-32 -g JCa7220 COPY n Q moam mAvraocreo. summiTrmALoocumswT. | . g ,, . _, _m G-32 -g JCa7220 COPY n Q moam mAvraocreo. summiTrmALoocumswT. | ||
vEncoR e | vEncoR e | ||
* o :'==,"= = .a'an==='" ' | * o :'==,"= = .a'an==='" ' | ||
2' CLIErdT | 2' CLIErdT e2 Categorf i 4 0 ncvest u.o nesucent. nogu mAv uorenocese, | ||
e2 Categorf i 4 0 ncvest u.o nesucent. nogu mAv uorenocese, | |||
[RCs. | [RCs. | ||
s O navesahorne n.co. mww mavennesso. , | s O navesahorne n.co. mww mavennesso. , | ||
C soa *,v vww.;g.,_ RS-oso ol " | C soa *,v vww.;g.,_ RS-oso ol " | ||
_ _ _ - ECT. | _ _ _ - ECT. | ||
USN?w~c$EENr$s'*N$$a"r$5? SLY i NEEaUNMNI{dIsM[.*sNNSII cowuancs ie r= cestna: val ene.u vions. | USN?w~c$EENr$s'*N$$a"r$5? SLY i NEEaUNMNI{dIsM[.*sNNSII cowuancs ie r= cestna: val ene.u vions. | ||
Line 38: | Line 32: | ||
REYlEWED G . | REYlEWED G . | ||
START.UP ey 8('l f ' | START.UP ey 8('l f ' | ||
d6 6 l112dh 4 o,,,Jht/n CONSUMERS POWER COMPANY RECORD of It0V 3 o mg MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN | d6 6 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. | |||
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 DOCUMENT IN IT3 ENT!AITY raevious susurtTausa Ano ocas NoT surtsstot ANv rair susuTTA ~ | , 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 DOCUMENT IN IT3 ENT!AITY raevious susurtTausa Ano ocas NoT surtsstot ANv rair susuTTA ~ | ||
WITHIN N/M WEEK $ | WITHIN N/M WEEK $ | ||
JOS,7220 | JOS,7220 Prepared for: | ||
Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan i | |||
Prepared for: | |||
Bechtel Power Corporation 777 East Eisenhower Parkway | |||
Ann Arbor, Michigan i | |||
RECORD PRINT Prepared by: | RECORD PRINT Prepared by: | ||
Goldberg, Zoino, Dunnicliff & Associates, Inc. | Goldberg, Zoino, Dunnicliff & Associates, Inc. | ||
Line 61: | Line 45: | ||
MAR 1 81939 File No. 2190F September 1979 THIS D0'CUSEllPCONTAINS . | MAR 1 81939 File No. 2190F September 1979 THIS D0'CUSEllPCONTAINS . | ||
POOR QUAUTY PAGES 8006190 M 8 g i g;, | POOR QUAUTY PAGES 8006190 M 8 g i g;, | ||
.. n ._ p.... , . . , . . . - | .. n ._ p.... , . . , . . . - | ||
-. . .- v - | -. . .- v - | ||
1 l | 1 l | ||
i | 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 | |||
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN | . u-u-2 n u | ||
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 | |||
. u-u-2 | |||
n u | |||
. a . . . . . . . . . . | . a . . . . . . . . . . | ||
I- t mm H n* | |||
I- t | |||
mm H n* | |||
DO l rt(DrtC e, | DO l rt(DrtC e, | ||
= | = | ||
CD | CD a=- | ||
a=- | |||
q.. . | q.. . | ||
i .o. c.. | i .o. c.. | ||
n u. .;. | n u. .;. | ||
= | = | ||
1I I | 1I I | ||
i 1 | i 1 | ||
o t) 1 7220-C 79-15 2 | |||
o t) 1 | |||
7220-C 79-15 2 | |||
, , y v | , , y v | ||
' 3 gC O 6 9 O' ' " W e *9 e e # * | ' 3 gC O 6 9 O' ' " W e *9 e e # * | ||
, g e | , g e e | ||
PHOTOGRAPHS OF PLATE LOAD TEST e | |||
e | 7220-C 7915 2 4 | ||
PHOTOGRAPHS OF PLATE LOAD TEST | |||
l | l | ||
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,s | ,s | ||
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. :.' . .* !? 4 | . :.' . .* !? 4 | ||
- - - a %. V .* 'M-Location of Place Load Test No. 2 in Tank Farm West being staked out by Bechtel Power Corporation. | - - - a %. V .* 'M-Location of Place Load Test No. 2 in Tank Farm West being staked out by Bechtel Power Corporation. | ||
1 | 1 | ||
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Line 348: | Line 176: | ||
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_s | |||
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Line 361: | Line 186: | ||
;- " " | ;- " " | ||
;> .& . | ;> .& . | ||
: .;a . - | : .;a . - | ||
,-a.; A.s | ,-a.; A.s | ||
.g. | .g. | ||
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+ .s; ; g - | + .s; ; g - | ||
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y> %p,, | y> %p,, | ||
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f.. : P. i'* ' | f.. : P. i'* ' | ||
Line 380: | Line 199: | ||
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. n . . .. .v . . : . .3.,, _ . . . . . y. - * <- | . n . . .. .v . . : . .3.,, _ . . . . . y. - * <- | ||
l | l Plate load equipment centered and levelled. | ||
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 | 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 | ||
1 l | 1 l | ||
l | l | ||
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v;, . . :,$ | v;, . . :,$ | ||
g | g | ||
+g v | +g v f _ , ' Wf. % ' 2 . - | ||
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^ k%4k.h": R bW.. i Hole being excavated by hand for placement of reference beam to insure stability. | ^ k%4k.h": R bW.. i Hole being excavated by hand for placement of reference beam to insure stability. | ||
Line 480: | Line 253: | ||
::^ 1 j | ::^ 1 j | ||
~ ' | ~ ' | ||
i i, ' t* , | i i, ' t* , | ||
' { M, | ' { M, | ||
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Line 496: | Line 263: | ||
,. +.,~~,r. | ,. +.,~~,r. | ||
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n 4 | n 4 | ||
g , | g , | ||
3,t ..c...- .E, Set-up of hydraulic | 3,t ..c...- .E, Set-up of hydraulic 7.. | ||
7.. | |||
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- i g - '. ;' .< '. CONbuMERS POWER COMPANY | |||
r ,, # | |||
MIDLAND PLANT UNITS I & 2 | MIDLAND PLANT UNITS I & 2 | ||
. .j;sty;f}. . | . .j;sty;f}. . | ||
l | l | ||
+ . ~ T., , [...j #. - | + . ~ T., , [...j #. - | ||
Line 582: | Line 297: | ||
MIDLAND, MICHIGAN y y,y . ; . ; .. | MIDLAND, MICHIGAN y y,y . ; . ; .. | ||
. . ~. | . . ~. | ||
; : . | ; : . | ||
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: e. . . 4 - .. PHOTOGRAPHS OF c .y | : e. . . 4 - .. PHOTOGRAPHS OF c .y | ||
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.e,.,... | .e,.,... | ||
t ..: t.g. | t ..: t.g. | ||
... h. 4qR - | ... h. 4qR - | ||
Line 599: | Line 308: | ||
.. .t . . . g. . . . .. A f , | .. .t . . . g. . . . .. A f , | ||
.G,. TEST NO. | .G,. TEST NO. | ||
. . > . . e. . | . . > . . e. . | ||
2 DATE J_UNE 1979 | 2 DATE J_UNE 1979 | ||
. " ~. ' | . " ~. ' | ||
PHOTOGRAPHER DWC REVIEWER b GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,1NC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERIM@79')cpC 7915-2 | PHOTOGRAPHER DWC REVIEWER b 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'~ '.. ;., ' | -L 9 . n;:.. v i.~,W s'~ '.. ;., ' | ||
n . | n . | ||
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t, Cir. a v i | t, Cir. a v i | ||
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.. ) . .. , . - ~ | .. ) . .. , . - ~ | ||
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* j + ; g [g, | * j + ; g [g, | ||
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: o. _ | : o. _ | ||
. , . , y: - | . , . , y: - | ||
'(7 _ | '(7 _ | ||
i | i | ||
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\ | \ | ||
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^ | ^ | ||
.e f | .e f | ||
c | c | ||
: s. .k ' * ' ' W .I,.jh | : s. .k ' * ' ' W .I,.jh | ||
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'lo.' . | 'lo.' . | ||
: s. .; - s .t> | : s. .; - s .t> | ||
Line 682: | Line 354: | ||
~.+ . .. .. | ~.+ . .. .. | ||
1 , N '_ " '.f | 1 , N '_ " '.f | ||
'},, | '},, | ||
: n. fY &_' Y | : n. fY &_' Y | ||
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f- | f- | ||
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Line 696: | Line 364: | ||
; | ; | ||
. f I. ;{,% | . f I. ;{,% | ||
l Sand used to backfill around reference beam supports. | l Sand used to backfill around reference beam supports. | ||
jfy W~' '. }*f f Y y Q. . ? " l ' * ' ^~ ' | jfy W~' '. }*f f Y y Q. . ? " l ' * ' ^~ ' | ||
,l & bMy | ,l & bMy | ||
) [.,. - .,> 7'. [g , 4 .,'. ,. i ( ) ' | ) [.,. - .,> 7'. [g , 4 .,'. ,. i ( ) ' | ||
-c . | -c . | ||
N4%W p . 3 . u , 3. . . . , . | N4%W p . 3 . u , 3. . . . , . | ||
. ., .a . ",, | . ., .a . ",, | ||
ry ;' g f p [t. : ''. | ry ;' g f p [t. : ''. | ||
.j.gg, - | .j.gg, - | ||
s : | s : | ||
: f. ,g 6 Fi*f. ; 2- +,. 6 4. ,- - - | : f. ,g 6 Fi*f. ; 2- +,. 6 4. ,- - - | ||
g S ' '' . ,. | g S ' '' . ,. | ||
$ ^ ' ' $p r; 9..1a | $ ^ ' ' $p r; 9..1a i | ||
f . 7 .yg. | |||
L.?,'." M :y.. s k t. | L.?,'." M :y.. s k t. | ||
9f > | 9f > | ||
Line 724: | Line 385: | ||
. , . ;.f g., . s.g ; , | . , . ;.f g., . s.g ; , | ||
fwe.:jfff'."G}h ; | fwe.:jfff'."G}h ; | ||
. . ,,n.A :- h ^y | . . ,,n.A :- h ^y | ||
.! 5 - ; . ', '- | .! 5 - ; . ', '- | ||
;, , 3~ x.: . ., . | ;, , 3~ x.: . ., . | ||
%T 4.e g | %T 4.e g | ||
, (;:,. . , | , (;:,. . , | ||
: w. s | : w. s | ||
-p.. > \ | -p.. > \ | ||
'l .*[... , - | 'l .*[... , - | ||
' Y '4.m ;, ,.. -O'''' ~ | ' Y '4.m ;, ,.. -O'''' ~ | ||
' t 5. . ** e- .' ; {. "%' y,: | ' t 5. . ** e- .' ; {. "%' y,: | ||
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~ | ~ | ||
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. ,4 . - r.g s . | . ,4 . - r.g s . | ||
l 1 | l 1 | ||
,~ Ap.. . S g 6-7 < a g.'' | ,~ Ap.. . S g 6-7 < a g.'' | ||
" . ;,g A ' | " . ;,g A ' | ||
...: , ' ' 7,e ' | ...: , ' ' 7,e ' | ||
2 i'%y C. .p.;' -.: 5fl ;. v, r. W. .'',,% ', | |||
2 | |||
i'%y C. .p.;' -.: 5fl ;. v, r. W. .'',,% ', | |||
.. .f ..$%fA. -. h ' ' ,, | .. .f ..$%fA. -. h ' ' ,, | ||
Checking reference beam. | Checking reference beam. | ||
Line 787: | Line 412: | ||
CONSULTANTS IN GEOTECNMO@M@@M[WQfe%en e Se sWL91 FILE NO. 2190 F 7 | CONSULTANTS IN GEOTECNMO@M@@M[WQfe%en e Se sWL91 FILE NO. 2190 F 7 | ||
1 a | 1 a | ||
s' ' | s' ' | ||
; | ; | ||
g,' ; , >; . . .< >.As.: a .. | g,' ; , >; . . .< >.As.: a .. | ||
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4 | 4 i ,, z > J.-sj % | ||
i ,, z > J.-sj % | |||
p'-;,,;s.; \ | p'-;,,;s.; \ | ||
: a. ,'?' .. . , ? , 'b+. , | : a. ,'?' .. . , ? , 'b+. , | ||
- f q.J2,.gig | - f q.J2,.gig 4,., # | ||
4,., # | |||
* u. , y. .., ,.. : . . ...,A, | * u. , y. .., ,.. : . . ...,A, | ||
: r - | : r - | ||
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91,f.:j.g y * .. | |||
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Line 840: | Line 441: | ||
4. | 4. | ||
. . ..; g | . . ..; g | ||
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Line 869: | Line 460: | ||
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A . .. | |||
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.C %~~ :1 M. P P - | .C %~~ :1 M. P P - | ||
Plate Load equipment ready to begin testing. | |||
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN i | |||
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 | PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 2 OATE JUNEl979 PHOTOGRAPHER DWC | ||
, REVIEWER g | , REVIEWER g | ||
, GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,lNC. | , GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,lNC. | ||
FILE NO. 2190 F | FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGlNEERING 7pgg_.C_ .791_5_-2_ , | ||
CONSULTANTS IN GEOTECHNICAL ENGlNEERING 7pgg_.C_ .791_5_-2_ , | |||
.. ...o 4- . . . . .. . . ., | .. ...o 4- . . . . .. . . ., | ||
. . ~ ..... . . . | . . ~ ..... . . . | ||
m e-4 O nD n% | m e-4 O nD n% | ||
O < | O < | ||
BW "O | BW "O | ||
Line 943: | Line 499: | ||
I ,2 w | I ,2 w | ||
O n , | O n , | ||
e t | e t | ||
l l | l l | ||
I l | |||
I | l Q ' | ||
l | |||
Q ' | |||
7220-C 79-15-2 '' | 7220-C 79-15-2 '' | ||
n - . - . . ., .. . v . . .. ..v ., , :. . . .... | n - . - . . ., .. . v . . .. ..v ., , :. . . .... | ||
LOAD VS SETTLEMENT PLOT 30 7920 C 79-15-2 | |||
LOAD VS SETTLEMENT PLOT | |||
30 7920 C 79-15-2 | |||
oo # | oo # | ||
OO NOTES' mo L - ALL SETTLEMENTS STRESS (TSF) < | OO NOTES' mo L - ALL SETTLEMENTS STRESS (TSF) < | ||
Line 975: | Line 513: | ||
* o - - - | * o - - - | ||
O~ | O~ | ||
FQ q LOADING INTERVAL. | |||
FQ | |||
q LOADING INTERVAL. | |||
>c 2. CRITERIA FOR DETERMININ'G wg _ N -g (Q@ | >c 2. CRITERIA FOR DETERMININ'G wg _ N -g (Q@ | ||
2- ~ | 2- ~ | ||
DURATION OF l'OADING VS' "8 , - | DURATION OF l'OADING VS' "8 , - | ||
-4 | -4 lNTERVAL AS FOLLOWS: . . | ||
lNTERVAL AS FOLLOWS: . . | |||
. g) 0.001 INCHES (1) OR PES 3 Y SETTLEMENT . | . g) 0.001 INCHES (1) OR PES 3 Y SETTLEMENT . | ||
-- 2 N | -- 2 N | ||
: 20. DISPLACEMENT IN A 5 MIN.lNTERVAL,0R: | : 20. DISPLACEMENT IN A 5 MIN.lNTERVAL,0R: | ||
',g c OO N b) CONSTANT (1) R ATE OF O.5 , | ',g c OO N b) CONSTANT (1) R ATE OF O.5 , | ||
' @C q$ DISPLACEMENT AFTER, 3 HOUR INTERVAL. . . .. | ' @C q$ DISPLACEMENT AFTER, 3 HOUR INTERVAL. . . .. | ||
N-m- c)#1 NIM,UM DURATION:60 MIN. \ - | N-m- c)#1 NIM,UM DURATION:60 MIN. \ - | ||
a | a N | ||
N | |||
*Qh 4. STRESS BASED ON PLATE 2 | *Qh 4. STRESS BASED ON PLATE 2 | ||
* h 3 | * h 3 2- ARQOF 4.909 fl g] . (30 DIAM.).- s pp 4. LOADS C ALCul'ATED. 1.0 r- FROM. LOAD CELL - | ||
2- ARQOF 4.909 fl g] . (30 DIAM.).- s pp 4. LOADS C ALCul'ATED. 1.0 r- FROM. LOAD CELL - | |||
m READINGS. ALSO Z 2m INCLUDES WEIGHT O - | m READINGS. ALSO Z 2m INCLUDES WEIGHT O - | ||
Go OF LOADING APPARATUS. | Go OF LOADING APPARATUS. | ||
2 U. 5. TEST TERMINATED PRIOR | 2 U. 5. TEST TERMINATED PRIOR m> TO END OF LAST LOAD W QM | ||
QM | |||
-m INTERVAL DUE TO INFILTRATION OF y g,$ | -m INTERVAL DUE TO INFILTRATION OF y g,$ | ||
h5 | h5 2_ RAINWATER. J m2 g o, N .n p _ __ | ||
N mHm r W 4 M mmr o f~ m O <nm go o gn . | N mHm r W 4 M mmr o f~ m O <nm go o gn . | ||
Fi .2 > m h > "U 6 2D 6, 4 H ug o r r@ | Fi .2 > m h > "U 6 2D 6, 4 H ug o r r@ | ||
.i N $ x_ c8 d2 < > $ *w C , | .i N $ x_ c8 d2 < > $ *w C , | ||
e 2 Ho2r : | e 2 Ho2r : | ||
_h*M;oS | _h*M;oS | ||
'Y $ | 'Y $ | ||
9 Q | 9 Q | ||
Line 1,023: | Line 543: | ||
'* E mko- Zo 2'5 iHHo $-%ocm ; | '* E mko- Zo 2'5 iHHo $-%ocm ; | ||
3 r Oy m n' - | 3 r Oy m n' - | ||
m y. m g .9a 3 .oo | m y. m g .9a 3 .oo | ||
-4 | -4 m | ||
m | |||
n mm m d ~_Io .- _ | n mm m d ~_Io .- _ | ||
l - | l - | ||
Line 1,034: | Line 550: | ||
Q LOAD (TONS) s . . | Q LOAD (TONS) s . . | ||
Ib | Ib | ||
no OO , | no OO , | ||
2r oa m U 'QF | 2r oa m U 'QF lilllllllllllllllimTIT 111111111111111111111111 h$ ER 8 O01O O.2 5 --*- O.7 5 T.S.E 2.25 --*-3.00 T.S.E zo " | ||
lilllllllllllllllimTIT | |||
111111111111111111111111 h$ ER 8 O01O O.2 5 --*- O.7 5 T.S.E 2.25 --*-3.00 T.S.E zo " | |||
.0020 : | .0020 : | ||
2$ | 2$ | ||
M$ h .0020 - | M$ h .0020 - | ||
DO40 - | DO40 - | ||
Line 1,057: | Line 564: | ||
O .0030 - - | O .0030 - - | ||
.0060 ! 4 - - - - | .0060 ! 4 - - - - | ||
m0 o E % | m0 o E % | ||
y% ~ | y% ~ | ||
OC :o - .0040 h' | OC :o - .0040 h' | ||
.0080 -- - -- | .0080 -- - -- | ||
ME N , . | ME N , . | ||
a M ' | a M ' | ||
Line 1,078: | Line 577: | ||
* 3030 . _ | * 3030 . _ | ||
---o.. . | ---o.. . | ||
olOO - | olOO - | ||
) | ) | ||
] h .OO60g --- 2-~4 " | ] h .OO60g --- 2-~4 " | ||
~ | ~ | ||
~ ~6 ~~~ 8 ~~~lO 12 ' "l4~ '16~~~18 " ~20 .012 0 6 | ~ ~6 ~~~ 8 ~~~lO 12 ' "l4~ '16~~~18 " ~20 .012 0 6 | ||
0 2 4 8 l'O 12 14 16 18 20 | 0 2 4 8 l'O 12 14 16 18 20 l1111lll1111ll111lll1111 11111111111111ll11111!!1 ' | ||
l1111lll1111ll111lll1111 11111111111111ll11111!!1 ' | |||
"$ $ 5 0 .0020 0.75 ~l.5O T.S.E~ | "$ $ 5 0 .0020 0.75 ~l.5O T.S.E~ | ||
hm om 4 E | hm om 4 E | ||
.0050 , | .0050 , | ||
L | L 3.00 --*- 3.75 T.S.E | ||
3.00 --*- 3.75 T.S.E | |||
,O O | ,O O | ||
gj n 5 ' | gj n 5 ' | ||
s go { g .0040 : .0100 | s go { g .0040 : .0100 q | ||
p" | p" | ||
$ 4 9 | $ 4 9 | ||
* N ;. | * N ;. | ||
g $' | g $' | ||
3 | 3 m | ||
y | |||
~ | ~ | ||
E .0060 - | E .0060 - | ||
%7 . | %7 . | ||
{ .0150 : , M a l | { .0150 : , M a l | ||
**- E 9 I | **- E 9 I | ||
2 N '. .T:: | 2 N '. .T:: | ||
* g .0080 7f%, N.-1: , | * g .0080 7f%, N.-1: , | ||
.0200 m -I m r d " | |||
.0200 | |||
m -I m r d " | |||
.010 0 - - - | .010 0 - - - | ||
I - | I - | ||
y .0250- -- | y .0250- -- | ||
m mi- O g g | m mi- O g g | ||
<Om O M7 O 'j | <Om O M7 O 'j | ||
~f'8f~."{ | ~f'8f~."{ | ||
I< oo .0120 0 1; - | I< oo .0120 0 1; - | ||
I - | I - | ||
Line 1,147: | Line 620: | ||
:5 fo Er'~s g 111lIm1lllllll11ll1111 ll11ll11111lll1111111111-O No E .0025 1.50--*- 2.2 5 T.S.E 3.7 5 --*- 4.90 T.S.E i! O mr,g .0050.:-- - | :5 fo Er'~s g 111lIm1lllllll11ll1111 ll11ll11111lll1111111111-O No E .0025 1.50--*- 2.2 5 T.S.E 3.7 5 --*- 4.90 T.S.E i! O mr,g .0050.:-- - | ||
O r-m, | O r-m, | ||
' N kET r og zrM | ' N kET r og zrM N .0050 - - -- | ||
N .0050 - - | |||
z. | z. | ||
.010 0 h i 4 j l | .010 0 h i 4 j l | ||
: p | : p m | ||
m | |||
o \ - | o \ - | ||
O g_ | O g_ | ||
Line 1,166: | Line 629: | ||
3 | 3 | ||
.0073 46 . | .0073 46 . | ||
; | ; | ||
.0130 - | .0130 - | ||
\; ' | \; ' | ||
s y --- | |||
s | |||
y --- | |||
U 12 .010 0 s,' - | U 12 .010 0 s,' - | ||
ri o z -1 g - | ri o z -1 g - | ||
r .0200 7 | r .0200 7 A | ||
4 i: | |||
i: | |||
$P@ O Qo m -t 2 -12 a - | $P@ O Qo m -t 2 -12 a - | ||
% "-a ''' - | % "-a ''' - | ||
', ~ | ', ~ | ||
m c-EU m | m c-EU m | ||
.0125 ,, --- | .0125 ,, --- | ||
.0250L 2> o us oA g g<{$ | .0250L 2> o us oA g g<{$ | ||
Line 1,201: | Line 649: | ||
0 ~ '2 4 6 8' ~ l'O~~12 l4 l6 18 ~~~20 2 4 6 8 10 12 14 16 18 20 e 3 VTIME IN MINUTES O N VTikE IN MINUTES 1 0 (n . | 0 ~ '2 4 6 8' ~ l'O~~12 l4 l6 18 ~~~20 2 4 6 8 10 12 14 16 18 20 e 3 VTIME IN MINUTES O N VTikE IN MINUTES 1 0 (n . | ||
;.. FIGURE | ;.. FIGURE | ||
O bU W d a S $- 6" V V e 9 e #4 9 O e | O bU W d a S $- 6" V V e 9 e #4 9 O e | ||
# 9 g 6Se $e g | # 9 g 6Se $e g | ||
* O g # 0 49 0 e 94 9 9 8 | * O g # 0 49 0 e 94 9 9 8 | ||
$9 g , 8 88 | $9 g , 8 88 0 | ||
l i, 6 | |||
1' p t (9 8 i | 1' p t (9 8 i | ||
) | ) | ||
Line 1,218: | Line 664: | ||
m m , e , . | m m , e , . | ||
- , u *v; e v e u u -'' | |||
- , u *v; | e FIELD DATA 2 | ||
i 7220.C 7915 2 14 | |||
e v e u u -'' | |||
e FIELD DATA | |||
7220.C 7915 2 14 | |||
,- e- x - c - - - - , - -- - . - c e ss . . . | ,- e- x - c - - - - , - -- - . - c e ss . . . | ||
PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP | 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 | * 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 | ||
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 -- | 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 -- | ||
1 S ER. NO. CAPACITY 50 Ton PRESSURE GAUGE MODEL -- | 1 S ER. NO. CAPACITY 50 Ton PRESSURE GAUGE MODEL -- | ||
SER. NO. | SER. NO. | ||
/ LOAD CELL MODEL Davisson SER. NO. 713 CAL. FACTOR 25.56/ | / LOAD CELL MODEL Davisson SER. NO. 713 CAL. FACTOR 25.56/ | ||
Ton LOAD CELL READOUT MODEL _ BLH (SR-4) S ER. NO. 900757 | 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. / | |||
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 cu m1 M Plate 78 lbs. / ig , | LOAD CELL cu m1 M Plate 78 lbs. / ig , | ||
30" DI A. PL ATE 206 l b s. / D 181bs. / | 30" DI A. PL ATE 206 l b s. / D 181bs. / | ||
Line 1,262: | Line 691: | ||
GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,1NC.7220-g-79-3 5-2 i__ CONSULTANTS IN GEOTECHNICAL ENGINEERING _ | GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,1NC.7220-g-79-3 5-2 i__ CONSULTANTS IN GEOTECHNICAL ENGINEERING _ | ||
x . | x . | ||
. I: | . I: | ||
Line 1,268: | Line 696: | ||
PLATE LOAD TEST - | PLATE LOAD TEST - | ||
FIELD DATA SHEET o TOTAL TIME DIAL READINGS AVERAGE PLATE " " "' "'" '" | FIELD DATA SHEET o TOTAL TIME DIAL READINGS AVERAGE PLATE " " "' "'" '" | ||
PIANO WIRE / SCALE R E M A R'K | PIANO WIRE / SCALE R E M A R'K ON ) '"k S$1N ) IN IN (IN) IN) fh r a g g | ||
ON ) '"k S$1N ) IN IN (IN) IN) fh r a g g | |||
B | B | ||
( ) | ( ) | ||
Line 1,277: | Line 703: | ||
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.) | 1.60 .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 3.9 15 ,183 ,043 .036 .016 1_10 f | 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 3.9 15 ,183 ,043 .036 .016 1_10 f | ||
1.60 5.5 30 .183 114 1 037 .017 0.017 1.10 0.02 6.70 6.16 s_60 s_7n | 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.) | ||
016 .016 .018 FINA1. DTAT DT9PT. ACE 4ENTS flN.) | |||
* n , | * n , | ||
u H | u H | ||
). | ). | ||
3 . | 3 . | ||
4 - - | 4 - - | ||
O . | O . | ||
-a s | -a s 31 R EM AR KS: ' | ||
31 R EM AR KS: ' | |||
# CONSUMERS POWER COMPANY ' | # CONSUMERS POWER COMPANY ' | ||
: l. COLUMNS A,8,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS 18 2 | : 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 : | : 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN Msi = 11440 PLATE LOAD TEST : | ||
aus= 32 DATA SHEET . | aus= 32 DATA SHEET . | ||
Msf = 11472 LOCATION TANK FARM TEST SERIES ! | Msf = 11472 LOCATION TANK FARM TEST SERIES ! | ||
: 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _(MfEST) NO. PL-2 OF LOADING APPARATUS. ELEhATION_626[6 DATE 7/3/79 TECH. _JJ(/CL/EJ CHECKER c.I ./n.c. FILE 2190 F | : 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _(MfEST) NO. PL-2 OF LOADING APPARATUS. ELEhATION_626[6 DATE 7/3/79 TECH. _JJ(/CL/EJ CHECKER c.I ./n.c. FILE 2190 F | ||
Line 1,302: | Line 720: | ||
O CONSUL.TAtJTS Irl GFnTFCilNIC A' F N G irJ F F R I N G q | O CONSUL.TAtJTS Irl GFnTFCilNIC A' F N G irJ F F R I N G q | ||
SHEET 2 OF 7. . | SHEET 2 OF 7. . | ||
PLATE LOAD TEST - | PLATE LOAD TEST - | ||
FIELD DATA SHEET | FIELD DATA SHEET TOTAL TIME DIAL READINGS AdERAGE PLATE PIANO WIRE / SCALE REMARK N ['"[d SdYOh* OfiuY U/iu')C | ||
TOTAL TIME DIAL READINGS AdERAGE PLATE PIANO WIRE / SCALE REMARK N ['"[d SdYOh* OfiuY U/iu')C | |||
( ) N) W g n ( PD ( PD (Itn N O. | ( ) N) W g n ( PD ( PD (Itn N O. | ||
1.60 15:14 0 ,183 043 ,037 0 0.017 1.10 0.02 6.20 6.36 5.60 5.70 ' | 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 3.9 15 228 085 A92 .047 1.15 5.5 30 i 229 ,087 93 .049 1.15 6.7 45 ,230 087 ,094 .049 1.16 , | 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 3.9 15 228 085 A92 .047 1.15 5.5 30 i 229 ,087 93 .049 1.15 6.7 45 ,230 087 ,094 .049 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 - | ||
'N | 'N | ||
Line 1,320: | Line 732: | ||
,047 044 f157 DTAT. DTSPI.ACEMENTS (This. Increment -- Irl 1 i | ,047 044 f157 DTAT. DTSPI.ACEMENTS (This. Increment -- Irl 1 i | ||
.N 063 D60 .075 TOTAL DIAL DISPLACEMENTS (IN.) | .N 063 D60 .075 TOTAL DIAL DISPLACEMENTS (IN.) | ||
P i V' | P i V' | ||
m REMARKS: | m REMARKS: | ||
Line 1,338: | Line 747: | ||
SHEET 3 0.c 7 PLATE LOAD TEST - | SHEET 3 0.c 7 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANO WIRE / | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANO WIRE / | ||
ON ) Ek Su#5f N)# 0[lN) IN) | ON ) Ek Su#5f N)# 0[lN) IN) | ||
( N) IN) $K EM h) N O. | ( N) IN) $K EM h) N O. | ||
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 | 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 | ||
,146 060 Soil around wire 1.0 1 .286 _160 1.24 line nost damnonei | ,146 060 Soil around wire 1.0 1 .286 _160 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. . | |||
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 | 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 M | M M | ||
Line 1,356: | Line 757: | ||
k .144 149 168 TOTAL DIAL i)ISPLACDIENT (IN.) | k .144 149 168 TOTAL DIAL i)ISPLACDIENT (IN.) | ||
? | ? | ||
? | ? | ||
u c | u c REMARKS: ' | ||
: 1. COLUMNS A,0,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 a 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN o usi = 11440 PL ATE LOAD TEST . | |||
REMARKS: ' | |||
: 1. COLUMNS A,0,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 | |||
a 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN o usi = 11440 PL ATE LOAD TEST . | |||
aus= 188 D ATA SHEET Msf= 11628 LOCATION TANK FARM TEST SERIES - | 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 - | : 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 - | ||
Line 1,370: | Line 765: | ||
CONSULTAt1TS IN GEOTECilNICM FNGINFFRING ' | CONSULTAt1TS IN GEOTECilNICM FNGINFFRING ' | ||
^g SHEET 4 CF 7 i PLATE LOAD TEST - | |||
^g SHEET 4 CF 7 i | |||
PLATE LOAD TEST - | |||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ," " "' '" " '" | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ," " "' '" " '" | ||
LOAD PLANO WIRE / SCALE REMARK (TONS)Tiugk ELAPSEf DIAL A T*II '[* A B C D NO' tu N) (in) DIAhBOIAbC (iN (IN (TN) (IN) *8@f* 5" njf C" Imi (TN) (TN) (TN) (TN) { | LOAD PLANO WIRE / SCALE REMARK (TONS)Tiugk ELAPSEf DIAL A T*II '[* A B C D NO' tu N) (in) DIAhBOIAbC (iN (IN (TN) (IN) *8@f* 5" njf C" Imi (TN) (TN) (TN) (TN) { | ||
7.744 17:18 0 311 ,176 187 0 0.154 1.26 6.18 Cracks in soil around 0.18 6.38 5.60 5.70 _ninen fIrst nnriceti 11.42 .71 1/2 372 248 258 .068 1.35 (< 1/16" wide). | 7.744 17:18 0 311 ,176 187 0 0.154 1.26 6.18 Cracks in soil around 0.18 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 | 1.0 1 377 ,256 264 .074 1.4 2 383 <264 272 .082 1.36 T = 28.7* C | ||
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. | ?.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. | ||
3.9 293 .108 Wire line rod in < | 3.9 293 .108 Wire line rod in < | ||
15 .407 298 1.39 damnened sofi nren . | 15 .407 298 1.39 damnened sofi nren . | ||
5.5 "10 415 299 306 .115 i,40 Shij[ars m W y | 5.5 "10 415 299 306 .115 i,40 Shij[ars m W y | ||
6.7 45 419 ,307 ,31 j .121 1.40 4 | 6.7 45 419 ,307 ,31 j .121 1.40 4 | ||
Line 1,396: | Line 783: | ||
? | ? | ||
s) | s) | ||
J R EM AR KS: | |||
J | |||
R EM AR KS: | |||
: 1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PL ANT UNITS I & 2 | : 1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PL ANT UNITS I & 2 | ||
: 2. MICROSTRAIN READINGS THIS INCREMENT MIDLAND, MICHIGAN j H Msi = 11440 PLATE LOAD TEST tc aus= 282 . | : 2. MICROSTRAIN READINGS THIS INCREMENT MIDLAND, MICHIGAN j H Msi = 11440 PLATE LOAD TEST tc aus= 282 . | ||
Line 1,412: | Line 794: | ||
GOLDBERG,ZOINO,DUNNICLIFF a ASSOCIATES,1NC. | GOLDBERG,ZOINO,DUNNICLIFF a ASSOCIATES,1NC. | ||
CONSill.TANTS IN GEOTECilNIC A ENGINEFRING , | CONSill.TANTS IN GEOTECilNIC A ENGINEFRING , | ||
; | ; | ||
SHEET 5 OF 7 PLATE LOAD TEST - | 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)* | 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" | UliN)U/iN)C IN) IN) E" | ||
/, T_ .n. , | /, T_ .n. , | ||
O (IN) (TN) (T | O (IN) (TN) (T c | ||
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 ' | 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 - | 4 15.10 0.7 1/2 461 360 ,361 042 - | ||
1.0 1 469 368 369 .050 -- | 1.0 1 469 368 369 .050 -- | ||
1.4 2 478 378 378 .059 - | 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 ' | 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 - | 6.7 45 530 438 A33 115 1.54 - | ||
%4 7.7 60 536 444 .438 121 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. | ||
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 : | t : | ||
44 116 132 125 FINAL DIAL DISPLACl?MENTS, (TIIIS ,INCREEENT --TN.) 1 373 420 423 (IN.) | 44 116 132 125 FINAL DIAL DISPLACl?MENTS, (TIIIS ,INCREEENT --TN.) 1 373 420 423 (IN.) | ||
TOTAL DIAL DISPLACEMENT 0 | TOTAL DIAL DISPLACEMENT 0 | ||
REMARKS: | REMARKS: | ||
: 1. COLUMNS A,8,C, AND_D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 | : 1. COLUMNS A,8,C, AND_D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 | ||
Line 1,452: | Line 820: | ||
OF LOADING APPARATUS. ELEVATION E28.6 | OF LOADING APPARATUS. ELEVATION E28.6 | ||
* DATE 7/3/79 _ i 5 | * DATE 7/3/79 _ i 5 | ||
TEC H. _J K/CL/ EJ 5 CHECKER _ c.L./0.c. FILE 2190 F GOLD 0 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC '[ | TEC H. _J K/CL/ EJ 5 CHECKER _ c.L./0.c. FILE 2190 F GOLD 0 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC '[ | ||
CDP 89118 TArlTS Ifl GFOTFellfile M Fric.!r'FrnitlG ; | CDP 89118 TArlTS Ifl GFOTFellfile M Fric.!r'FrnitlG ; | ||
PLATE LOAD TEST - | PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANC WIRE / | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANC WIRE / | ||
Line 1,464: | Line 828: | ||
ON ) ""k '[uY U'gN)" iiuYi,*uf (T IN) , D g | ON ) ""k '[uY U'gN)" iiuYi,*uf (T IN) , D g | ||
N O. | N O. | ||
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 ~~ | 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 - | 1.0 1 596 .517 505 .063 - | ||
Line 1,471: | Line 834: | ||
2.2 5 .624 .546 532 .091 1.65 | 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 | : 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 | : 5. 5 30 .664 .588 571 .111 1 64 | ||
: 6. 7 45 fi74 ,598 581 ,141 1.70 ' | : 6. 7 45 fi74 ,598 581 ,141 1.70 ' | ||
Line 1,477: | Line 839: | ||
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 : | 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 O L 18.78 12.2 150 711 .637 617 .179 0.584 1.74 0.66 V1 171 ,190 , 175 DIAL DISPIJ CEMENTS (This increment.-- IN.) | O 10.95 120 701 .62R 609 .170 i 7t l_1. 6 las 707 .6 % 61A .17s 1_.74 T-18.4 C O L 18.78 12.2 150 711 .637 617 .179 0.584 1.74 0.66 V1 171 ,190 , 175 DIAL DISPIJ CEMENTS (This increment.-- IN.) | ||
g | |||
. 544 .610 598 . | . 544 .610 598 . | ||
TOTA 1 DTAI. DISPI,/ CEMEN'l (IN.) ,h REMARKS: | TOTA 1 DTAI. DISPI,/ CEMEN'l (IN.) ,h REMARKS: | ||
Line 1,487: | Line 848: | ||
_(W~ EST ) NO. PL- 2 J i | _(W~ EST ) NO. PL- 2 J i | ||
OF LOADING APPARATUS. ELEUd_ TION 326.6 D ATE 7/ 3 /79 f | OF LOADING APPARATUS. ELEUd_ TION 326.6 D ATE 7/ 3 /79 f | ||
* TEC H. .J_K/CL/ EJ | * TEC H. .J_K/CL/ EJ CH ECKER C.I.. /D.C. FILE 2190 F GOLDUERG,2OINO,DUNNICLIFF & ASSOCIATES.lNC. | ||
CH ECKER C.I.. /D.C. FILE 2190 F GOLDUERG,2OINO,DUNNICLIFF & ASSOCIATES.lNC. | |||
CONSULTANTS IN GEOTECHNICAL ENGINEERING .j' ' | CONSULTANTS IN GEOTECHNICAL ENGINEERING .j' ' | ||
n. | n. | ||
SHEET 7 ' OF 7 i PLATE LOAD TEST - | SHEET 7 ' OF 7 i PLATE LOAD TEST - | ||
Line 1,500: | Line 856: | ||
T NN ^ | T NN ^ | ||
SuTO$3 8fuftiuY | SuTO$3 8fuftiuY | ||
( N) IN) , | ( N) IN) , | ||
tu a f g D N O. , | tu a f g D N O. , | ||
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 | 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 i 1.4 2 .804 ,744 .717 .100 t as lieavily 2.0 4 ,824 ,765 ,736 .120 1.87 2.2 5 ,829 ,770 ,742- .125 1.88 | ||
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 - | , 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 | 5.5 30 887 .832 ROI .185 1_94 6.7 45 ,901 .845 ,813 .198 1.95 | ||
6.7 45 ,901 .845 ,813 .198 1.95 | |||
* lq 7.7 60 .916 .135 ,ib* 212 1.96 | * lq 7.7 60 .916 .135 ,ib* 212 1.96 | ||
] 8.7 75 .2$5 .141 .150 _221 1.97 6.15 6.34 5.64 5.65 | ] 8.7 75 .2$5 .141 .150 _221 1.97 6.15 6.34 5.64 5.65 | ||
* Reset 920=.250' IO ' | * Reset 920=.250' IO ' | ||
9s on , ?6 ? .i sn _1 s s ,997 0.811 1.98 0.90 | 9s on , ?6 ? .i sn _1 s s ,997 0.811 1.98 0.90 | ||
,2 | ,2 i | ||
105 | |||
- - - utais reset-Movement of | |||
- - - utais reset-Movement of | * q -- | ||
q -- | |||
reterence Deam. | reterence Deam. | ||
;e | ;e | ||
Line 1,532: | Line 875: | ||
.;y | .;y | ||
{ 11.6 135 ,053 .203 D07 into pit-soll swelline. | { 11.6 135 ,053 .203 D07 into pit-soll swelline. | ||
ih 19.9 isg .ns7 _?ns .0J 2 14,23 .180 ,069 ,225.027 erral ic. | ih 19.9 isg .ns7 _?ns .0J 2 14,23 .180 ,069 ,225.027 erral ic. | ||
NaMNfo M bu$t E*.#1 lSI"EfiN"&ntb"" | NaMNfo M bu$t E*.#1 lSI"EfiN"&ntb"" | ||
Jest terminated. | Jest terminated. | ||
' CONSUMERS POWER COMPANY | ' CONSUMERS POWER COMPANY | ||
: l. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I & 2 * | : 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 | ; 2. MICR0 STRAIN READINGS THIS INCREMENT MIDL AN D,MICHIG AN | ||
; | ; | ||
Msi = 11440 PLATE LOAD TEST | Msi = 11440 PLATE LOAD TEST aMs = 610 D ATA SHEET | ||
aMs = 610 D ATA SHEET | |||
. Msf = 12050 LOCATION TANK FARM TEST SERIES | . Msf = 12050 LOCATION TANK FARM TEST SERIES | ||
, 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT | , 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT | ||
_LWEST) NO. PL-2 * | _LWEST) NO. PL-2 * | ||
Line 1,557: | Line 891: | ||
* TECH.dK/CL/EJ | * TECH.dK/CL/EJ | ||
; CHECKER c.I../D _c_ | ; CHECKER c.I../D _c_ | ||
FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. , | |||
4 i | 4 i | ||
CONSULTANTS IN GEOTECHNICAL ENGINEERING 1 | CONSULTANTS IN GEOTECHNICAL ENGINEERING 1 | ||
.:}} | .:}} |
Revision as of 20:33, 31 January 2020
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
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- CISTRIBUTION SUPPUER o0CUMENT STAMP
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START.UP ey 8('l f '
d6 6 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 DOCUMENT IN IT3 ENT!AITY raevious susurtTausa Ano ocas NoT surtsstot ANv rair 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 l
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
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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
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CONSUMERS POWER COMPANY l
MIDLAND PLANT UNITS I & 2 l MIDL AND,MICHIG AN i PHOTOGRAPHS OF PLATE LO AD TEST TEST NO. 2 DATE JUNEl979 PHOTOGRAPHER D'4C REVIEWER GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,lNC.
CONSULTANTS IN GEOTECNMO@M@@M[WQfe%en e Se sWL91 FILE NO. 2190 F 7
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CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN i
PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 2 OATE JUNEl979 PHOTOGRAPHER DWC
, REVIEWER g
, GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,lNC.
FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGlNEERING 7pgg_.C_ .791_5_-2_ ,
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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 --
1 S ER. NO. 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 cu m1 M Plate 78 lbs. / ig ,
30" DI A. PL ATE 206 l b s. / D 181bs. /
24" DIA. PLATE 134 lbs. /
E 181bs. /
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 NOTE: Equipment used designated by /
PLATE LOAD TEST 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 g'
GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,1NC.7220-g-79-3 5-2 i__ CONSULTANTS IN GEOTECHNICAL ENGINEERING _
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PLATE LOAD TEST -
FIELD DATA SHEET o TOTAL TIME DIAL READINGS AVERAGE PLATE " " "' "'" '"
PIANO WIRE / SCALE R E M A R'K ON ) '"k S$1N ) IN IN (IN) IN) fh r a g g
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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 3.9 15 ,183 ,043 .036 .016 1_10 f
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.)
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- 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 !
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _(MfEST) NO. PL-2 OF LOADING APPARATUS. ELEhATION_626[6 DATE 7/3/79 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. .
PLATE LOAD TEST -
FIELD DATA SHEET TOTAL TIME DIAL READINGS AdERAGE PLATE PIANO WIRE / SCALE REMARK N ['"[d SdYOh* OfiuY U/iu')C
( ) N) W g n ( PD ( PD (Itn N O.
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 3.9 15 228 085 A92 .047 1.15 5.5 30 i 229 ,087 93 .049 1.15 6.7 45 ,230 087 ,094 .049 1.16 ,
4.06 7.7 60 230 087 D94 0.066 1.16 O_OR 6.18 6.38 5.60 5.70 -
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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 (WESTj c NO. PL-2 .
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT ~
OF LOADING APPARATUS.
ELEVATION.620 4 2 DATE 7/3/79 .
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 HE AVE MONITORING POINTS PIANO WIRE /
ON ) Ek Su#5f N)# 0[lN) IN)
( N) IN) $K EM h) N O.
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
,146 060 Soil around wire 1.0 1 .286 _160 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 M
3 k 081 089 093 DIAL DISPLACD1ENTS (TIIIS INCREttENT -- IN.)
k .144 149 168 TOTAL DIAL i)ISPLACDIENT (IN.)
?
?
u c REMARKS: '
- 1. COLUMNS A,0,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 a 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN 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 ," " "' '" " '"
LOAD PLANO WIRE / SCALE REMARK (TONS)Tiugk ELAPSEf DIAL A T*II '[* A B C D NO' tu N) (in) DIAhBOIAbC (iN (IN (TN) (IN) *8@f* 5" njf C" Imi (TN) (TN) (TN) (TN) {
7.744 17:18 0 311 ,176 187 0 0.154 1.26 6.18 Cracks in soil around 0.18 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.
3.9 293 .108 Wire line rod in <
15 .407 298 1.39 damnened sofi nren .
5.5 "10 415 299 306 .115 i,40 Shij[ars m W 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
- O 3 1.1.42 8.4 70 424 315 ,317 .127 0.281 1.42 0.34 o i.
2 4
,113
] .139 .130 DTAT. DISPI.ACEMENT (TIITS TNCREMENT - TN.) *
-a .257 288 298 TOTAT. DIAL DISPLACEMENT (IN.)
?
s)
- 1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PL ANT UNITS I & 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MIDLAND, MICHIGAN j H Msi = 11440 PLATE LOAD TEST tc aus= 282 .
DATA SHEET ,
ri Msf= 11722 5 LOCATION TANK FARM TEST SERIES i g 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT (WEST) NO. PL-2
'I OF LOADING APPARATUS. ELEEh~ TION.620.6
- DATE 7/3/79
) 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"
/, T_ .n. ,
O (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 (IN.)
TOTAL DIAL DISPLACEMENT 0
REMARKS:
- 1. COLUMNS A,8,C, AND_D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2
- g 2: MICROSTRAIN READINGS THIS INCREMENT MIDL AND,MICHIG AN 3 u,i = 3144o PLATE LOAD TEST aMs= 376 DATA SHEET .
m s
Msf = 11816 '
~ LOCATION TANK FARM TEST SERIES 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 5 CHECKER _ c.L./0.c. FILE 2190 F 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 HE AVE MONITORING POINTS PIANC WIRE /
^ ' '
ON ) ""k '[uY U'gN)" iiuYi,*uf (T IN) , D g
N O.
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 O L 18.78 12.2 150 711 .637 617 .179 0.584 1.74 0.66 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 MIDLAND PLANT UNITS I & 2
- 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN no usi = 3,44o PL ATE LOAD TEST (
Y aus= 470 D ATA SHEET Msf= 11910 LOCATION TANK FARM TEST SERIES ,,
- 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WEIGHT
_(W~ EST ) NO. PL- 2 J i
OF LOADING APPARATUS. ELEUd_ TION 326.6 D ATE 7/ 3 /79 f
- TEC H. .J_K/CL/ EJ CH ECKER C.I.. /D.C. FILE 2190 F GOLDUERG,2OINO,DUNNICLIFF & ASSOCIATES.lNC.
CONSULTANTS IN GEOTECHNICAL ENGINEERING .j' '
n.
SHEET 7 ' OF 7 i PLATE LOAD TEST -
FIELD' D ATA SHEET TOTAL TIME Ol AL READINGS AVERAGE PLATE HE AVE MON ITORIN G POINTS PIANO WIRE /
T NN ^
SuTO$3 8fuftiuY
( N) IN) ,
tu a f g D N O. ,
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 i 1.4 2 .804 ,744 .717 .100 t as lieavily 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
- lq 7.7 60 .916 .135 ,ib* 212 1.96
] 8.7 75 .2$5 .141 .150 _221 1.97 6.15 6.34 5.64 5.65
- Reset 920=.250' IO '
9s on , ?6 ? .i sn _1 s s ,997 0.811 1.98 0.90
,2 i
105
- - - utais reset-Movement of
- q --
reterence Deam.
- e
- 120 - - -
Water flowing
.;y
{ 11.6 135 ,053 .203 D07 into pit-soll swelline.
ih 19.9 isg .ns7 _?ns .0J 2 14,23 .180 ,069 ,225.027 erral ic.
NaMNfo M bu$t E*.#1 lSI"EfiN"&ntb""
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
, 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT
_LWEST) NO. PL-2 *
i OF LOADING APPARATUS. ELEUdTION.SZ8J
- D ATE 7/ 3 /79
- TECH.dK/CL/EJ
- CHECKER c.I../D _c_
FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. ,
4 i
CONSULTANTS IN GEOTECHNICAL ENGINEERING 1
.: