ML19329E953: Difference between revisions
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! SUPPUER OOCUMENT STAMP q _ JOE 7220 COPY G -- M1 : v'" " 2 wa anav Pnoc - - | ! SUPPUER OOCUMENT STAMP q _ JOE 7220 COPY G -- M1 : v'" " 2 wa anav Pnoc - - | ||
D CLIENT 2 L O wons mar Paocreo. sueur PmAL oocume=T. | D CLIENT 2 L O wons mar Paocreo. sueur PmAL oocume=T. | ||
* o ==== == - -o"o a O neva Ano nesummif. wona may mot Pnocara catego a.o E"'c' - | * o ==== == - -o"o a O neva Ano nesummif. wona may mot Pnocara catego a.o E"'c' - | ||
clVIL / | clVIL / | ||
| Line 26: | Line 25: | ||
RS-o30-01 g o P_P. MAT _ _<. i ,,,,. | RS-o30-01 g o P_P. MAT _ _<. i ,,,,. | ||
; | ; | ||
ovEoYNNaEmEcYa cuITIS"LYas's, _ C. SYB. | ovEoYNNaEmEcYa cuITIS"LYas's, _ C. SYB. | ||
l on " | l on " | ||
| Line 32: | Line 30: | ||
couruance mTu comTnacTuat oeuoATiont Y START.UP A C I" A E J M N P Q h jnEviEwe.o | couruance mTu comTnacTuat oeuoATiont Y START.UP A C I" A E J M N P Q h jnEviEwe.o | ||
, '[ | , '[ | ||
RECORD - , | RECORD - , | ||
t, CONSUMERS POWER COMPANY | t, CONSUMERS POWER COMPANY | ||
}i er ,.g'ja d M (6L. o.i. //r2/f# | }i er ,.g'ja d M (6L. o.i. //r2/f# | ||
_ , MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 gy 3 a ,,y TMS SushmTTAL SurtPSICES THE PREVIOUS SusanTT AL IN ITS (NTinETv. 8 '' AN RN' ' | |||
_ , MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 gy 3 a ,,y | |||
TMS SushmTTAL SurtPSICES THE PREVIOUS SusanTT AL IN ITS (NTinETv. 8 '' AN RN' ' | |||
* 0 TMS EUMTAL .ICMfDCS oneLY TMAT PART or TME - ? ' ' '. 88 ' | * 0 TMS EUMTAL .ICMfDCS oneLY TMAT PART or TME - ? ' ' '. 88 ' | ||
s 9 PPtVauuS &V8%NAL)+.Af ff REPl. Acts. * " '* M,' | s 9 PPtVauuS &V8%NAL)+.Af ff REPl. Acts. * " '* M,' | ||
O OSS SUte4TTAL IS AM AnotMMJM ATTACHWtNT TO TPt | O OSS SUte4TTAL IS AM AnotMMJM ATTACHWtNT TO TPt | ||
* Iw. em SumnAus Ane oms wt annesos Am mon . , | * Iw. em SumnAus Ane oms wt annesos Am mon . , | ||
s.e,.nas. | s.e,.nas. | ||
Prepared for: | Prepared for: | ||
Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan RECORD PRINT , | Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan RECORD PRINT , | ||
u Prepared by: | u Prepared by: | ||
Goldberg, Zoino, Dunnicliff & Associates, Inc. | Goldberg, Zoino, Dunnicliff & Associates, Inc. | ||
30 Tower Road Newton Upper Falls, Massachusetts M;' h }{E{*9 Maoig g3g | 30 Tower Road Newton Upper Falls, Massachusetts M;' h }{E{*9 Maoig g3g File No. 2190F THIS DOCUMENT CONTAINS P00R QUAUTY PAGES 3 | ||
File No. 2190F | |||
THIS DOCUMENT CONTAINS P00R QUAUTY PAGES 3 | |||
8000190 7/ | 8000190 7/ | ||
~ | ~ | ||
M 1 oso - c-N - N - > | M 1 oso - c-N - N - > | ||
CONSUMERS POWER COMPANY. | CONSUMERS POWER COMPANY. | ||
MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 TABLE OF CONTENTS | MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 TABLE OF CONTENTS No. af Pages | ||
No. af Pages | |||
~ | ~ | ||
1.0 Photographs of Plate Load Test _ 10 | 1.0 Photographs of Plate Load Test _ 10 | ||
__ - 2.0 Load vs Settlement Plot 1 Time vs Compression Plot 2 3.0 Field Data 19 I | __ - 2.0 Load vs Settlement Plot 1 Time vs Compression Plot 2 3.0 Field Data 19 I | ||
4 o | 4 o | ||
n. | n. | ||
o 7 " o '' 79 14-2 | o 7 " o '' 79 14-2 | ||
l I | l I | ||
l | l HO CJ rT r- O C CO Pt M fJ CC fJ l2' C. in | ||
.HO mm to re e | .HO mm to re e | ||
a e | a e | ||
7220-C-79-14-2 | 7220-C-79-14-2 | ||
O O | |||
O | PHOTOGRAPHS OF PLATE LOAD TEST I | ||
i i | |||
l | |||
{ | { | ||
I 7220-C 79-14-2 ! | I 7220-C 79-14-2 ! | ||
l I | l I | ||
y.buez . 4n% 3 ,-y - Ms.f... a r. q y - W 7 %w eQ. ,.~'; g y,Q . i.v.tgr. - | y.buez . 4n% 3 ,-y - Ms.f... a r. q y - W 7 %w eQ. ,.~'; g y,Q . i.v.tgr. - | ||
% E J f t ';i , "T.- _,0 w@e, x_.'r.kM | % E J f t ';i , "T.- _,0 w@e, x_.'r.kM s | ||
p ...c ' sg F , . | |||
.. I ;< . y i, - | .. I ;< . y i, - | ||
s .gg gbya af .. j p n[(,,,,jM,. f,.J .a . . i.'p*,y%,l7,y;f m m.4,y a | s .gg gbya af .. j p n[(,,,,jM,. f,.J .a . . i.'p*,y%,l7,y;f m m.4,y a | ||
| Line 113: | Line 79: | ||
, war ~, u. m.- - | , war ~, u. m.- - | ||
. g - . . | . g - . . | ||
l | l | ||
: k. .~ % | : k. .~ % | ||
N.../ r fu jMS[ | N.../ r fu jMS[ | ||
., ~ .. | ., ~ .. | ||
l | l | ||
| Line 127: | Line 90: | ||
? .$.i 3 | ? .$.i 3 | ||
~ | ~ | ||
4 ' | 4 ' | ||
; .. - a | ; .. - a | ||
. . - r .- . g .: :we :.. 1 . | . . - r .- . g .: :we :.. 1 . | ||
.y .s , | .y .s , | ||
.t. % _'g: | .t. % _'g: | ||
* J L 4 K % "* h , k . , . .. - | * J L 4 K % "* h , k . , . .. - | ||
1% f. ;; 1 | 1% f. ;; 1 | ||
': h- ' j'Y . f _ | ': h- ' j'Y . f _ | ||
^' | ^' | ||
| Line 151: | Line 104: | ||
[ _:l ,.Q2 % * ~ ~ R % , ,; y .; ; 1 3 3;gk I'N dhh | [ _:l ,.Q2 % * ~ ~ R % , ,; y .; ; 1 3 3;gk I'N dhh | ||
$MhbM N N M b M y2b h. | $MhbM N N M b M y2b h. | ||
Westerly view of excavation. Note red stakes . narking 1 | Westerly view of excavation. Note red stakes . narking 1 | ||
perimeter of excavation. l f$g Ifh . | perimeter of excavation. l f$g Ifh . | ||
4 l.l! . l':9 k ' i; g.&['l- l, .{' 'sf4&,' ? ;) L ]. Jy; }{ n&. i'?! ' . W | 4 l.l! . l':9 k ' i; g.&['l- l, .{' 'sf4&,' ? ;) L ]. Jy; }{ n&. i'?! ' . W G . | ||
w d4 W&.k . ~ . W; p %l' | |||
G . | |||
w | |||
d4 W&.k . ~ . W; p %l' | |||
&.e | &.e | ||
: f. kh..q.jhf[hhQ; 5_N .k a, . . . c. m | : f. kh..q.jhf[hhQ; 5_N .k a, . . . c. m l | ||
9%3hyyp5M?m s ,, ,\ .0 , , t e | |||
f.[ ; %}: [, , .y .. - -. | f.[ ; %}: [, , .y .. - -. | ||
; og 9 ,.~ . | ; og 9 ,.~ . | ||
4.. .- . 3 | 4.. .- . 3 | ||
.,~,p | .,~,p w 4.,. | ||
w 4.,. | |||
pje ,c , . - , | pje ,c , . - , | ||
4 ., , , , | 4 ., , , , | ||
f y. . . . 3. no c ..,c ,gJ. . . 50 | f y. . . . 3. no c ..,c ,gJ. . . 50 e | ||
g. | |||
: n. : -. s ~ . gg- | : n. : -. s ~ . gg- | ||
,,.w | ,,.w | ||
. s ,.. . | . s ,.. . | ||
-- ..: _ . , g ._ | -- ..: _ . , g ._ | ||
? . M D'',7 y ; ll [ :[,.yy_. f | ? . M D'',7 y ; ll [ :[,.yy_. f | ||
% . 33.p k a '. | % . 33.p k a '. | ||
4 | 4 | ||
: g. . , ; ' ; f g. , | : g. . , ; ' ; f g. , | ||
q .- _ | q .- _ | ||
<4 &g~ f _ _ .. [ f _. *. - _. ' ' ** f ,,i ; / 2 , p . - | <4 &g~ f _ _ .. [ f _. *. - _. ' ' ** f ,,i ; / 2 , p . - | ||
wy . 7..--. | wy . 7..--. | ||
_; | _; | ||
.. ; | .. ; | ||
~ | ~ | ||
.y~~.,. , | .y~~.,. , | ||
g Steel structure with bracing readied for concrete blcck dead load. Note grey 24-inch steel section to be used as reac . ion beam. CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN PHOTOGRAPHS OF 1 | g Steel structure with bracing readied for concrete blcck dead load. Note grey 24-inch steel section to be used as reac . ion beam. CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN PHOTOGRAPHS OF 1 | ||
l PLATE LOAD TEST l TEST NO. 1 DATE JUNE 1979 PHOTOGRAPHER DWC REVIEWER - | l PLATE LOAD TEST l TEST NO. 1 DATE JUNE 1979 PHOTOGRAPHER DWC REVIEWER - | ||
GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,lNC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNi@A6 JR_%@MJ!3FdMhm _n _sm_n_a_ __ _. | GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,lNC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNi@A6 JR_%@MJ!3FdMhm _n _sm_n_a_ __ _. | ||
: 1 l l l l | : 1 l l l l l | ||
l | |||
/ | / | ||
ui s | ui s 4 | ||
l 1ii4 1g ' | |||
1ii4 1g ' | |||
j . , | j . , | ||
_. . i4 R M,:' Q.:-. - : | _. . i4 R M,:' Q.:-. - : | ||
| Line 231: | Line 146: | ||
u ,' 1;-.. .; W'.-L.J u%Bf.s. -w3 a n.f~:Ibo | u ,' 1;-.. .; W'.-L.J u%Bf.s. -w3 a n.f~:Ibo | ||
+ w %,&. | + w %,&. | ||
,3 u% ff A, _: c.=. ggi.u. y .7 7s ; | ,3 u% ff A, _: c.=. ggi.u. y .7 7s ; | ||
: + :- v. p-Q. | : + :- v. p-Q. | ||
| Line 238: | Line 152: | ||
i a, faV.:..%$*' T 4 i f l' . . . | i a, faV.:..%$*' T 4 i f l' . . . | ||
: s. : .? | : s. : .? | ||
3 .. . . | 3 .. . . | ||
.. 3, | .. 3, | ||
| Line 244: | Line 157: | ||
$-tm g ;_ - - | $-tm g ;_ - - | ||
3- | 3- | ||
.; f . 3. h.; Jbhf .t.* -j.\ : l[g*Jgg. -, f.',P y, , w :j.. | .; f . 3. h.; Jbhf .t.* -j.\ : l[g*Jgg. -, f.',P y, , w :j.. | ||
'*;. | '*;. | ||
.s .. g . . , . . .I - | .s .. g . . , . . .I - | ||
c 4 Ja{.- g g , ~~xn- | c 4 Ja{.- g g , ~~xn- | ||
| Line 256: | Line 164: | ||
Y ..Q+:. ;hg ? 6$.y. :[ l, +. | Y ..Q+:. ;hg ? 6$.y. :[ l, +. | ||
~ | ~ | ||
3; . @.[. '',}y_g.jl,,,.y,,+ | 3; . @.[. '',}y_g.jl,,,.y,,+ | ||
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s.. , ,., | s.. , ,., | ||
y;,fM :. , Qp_ _. .&lg . | y;,fM :. , Qp_ _. .&lg . | ||
.y 9 4, | .y 9 4, p | ||
p | |||
.f,. | .f,. | ||
'' . * . Q: | '' . * . Q: | ||
_.,. .. ~. | _.,. .. ~. | ||
. ,}e 9-$, -l-) ?. Q g..rm[. -- | . ,}e 9-$, -l-) ?. Q g..rm[. -- | ||
n.. | n.. | ||
.7 g .; .p(r- | .7 g .; .p(r- | ||
| Line 277: | Line 180: | ||
s , ,,m .. 9 n J | s , ,,m .. 9 n J | ||
. e ;%:,?Dh.'.V'';; l7 '.,. V ~ .',.:. ..,'..q; %~ q ' r ' %llp%gw*fk::''c:M s vu &:.- | . e ;%:,?Dh.'.V'';; l7 '.,. V ~ .',.:. ..,'..q; %~ q ' r ' %llp%gw*fk::''c:M s vu &:.- | ||
,.-t . | ,.-t . | ||
... -; :p +. | ... -; :p +. | ||
%. 8 : # :., .%,, (a;;;.+,w. ,;;, y.%z. L :%;:t? A f. , e;s- nt: | %. 8 : # :., .%,, (a;;;.+,w. ,;;, y.%z. L :%;:t? A f. , e;s- nt: | ||
| Line 293: | Line 193: | ||
- :. G'.- . +': '" I Steel structure in place, tarpolin in place to protect from environment overnight. | - :. G'.- . +': '" I Steel structure in place, tarpolin in place to protect from environment overnight. | ||
ll _f -- 2l .f, i_ s. - | ll _f -- 2l .f, i_ s. - | ||
is. ,. | is. ,. | ||
/.,,'-'~-'.,,' | /.,,'-'~-'.,,' | ||
} ' | } ' | ||
j _g i h 1 s - | j _g i h 1 s - | ||
r,.. t +%}b[" .u | r,.. t +%}b[" .u | ||
( | ( | ||
,..k N | ,..k N | ||
'? ' | '? ' | ||
- - -h i '[ s- | - - -h i '[ s- | ||
. , y't. , .s.r3er x: 4, | . , y't. , .s.r3er x: 4, S,. | ||
S,. | |||
._ , g[. . | ._ , g[. . | ||
. l *p gy | . l *p gy | ||
~ | ~ | ||
[ - | [ - | ||
~ w*' l l,,;h y * % , f'. , . . | ~ w*' l l,,;h y * % , f'. , . . | ||
~ . . . ,y'.:*'s.' | ~ . . . ,y'.:*'s.' | ||
:4 . . 3 e; | :4 . . 3 e; | ||
* a 9 .t , . . .' . | * a 9 .t , . . .' . | ||
4,1, . -h.x, % | 4,1, . -h.x, % | ||
j./ | j./ | ||
s .. . | s .. . | ||
| Line 336: | Line 218: | ||
.. 9.- m s | .. 9.- m s | ||
+..a. | +..a. | ||
n. | n. | ||
-: , . 1 .a + t .g a - | -: , . 1 .a + t .g a - | ||
.. ,c+ sw .- | .. ,c+ sw .- | ||
l i t. . f.. f,gm f e ?.'U M. . - l ' .f.. | l i t. . f.. f,gm f e ?.'U M. . - l ' .f.. | ||
Wood bracing to protect | |||
.. . . . s.,....- | .. . . . s.,....- | ||
y | y | ||
. s.. 7. y .'. | . s.. 7. y .'. | ||
J..)-[.' M c, [ N - : [,Ih - | J..)-[.' M c, [ N - : [,Ih - | ||
against sloughing of sand M 7's-? v w ..,g 1 | against sloughing of sand M 7's-? v w ..,g 1 | ||
.- 4e] [' k.. used as backfill against | .- 4e] [' k.. used as backfill against | ||
%. .q: .M f, .a - - | %. .q: .M f, .a - - | ||
jf K:n.3 | jf K:n.3 | ||
, y % ,r - , | , y % ,r - , | ||
borated water tank. | borated water tank. | ||
y*PyWM2'vmW y ._ . y ,5- t J., M y ; F x .: | y*PyWM2'vmW y ._ . y ,5- t J., M y ; F x .: | ||
g pff; . ? .+. | g pff; . ? .+. | ||
. . .. , . , ~ c. + - | . . .. , . , ~ c. + - | ||
- ( '% ',k..I. | - ( '% ',k..I. | ||
%% ,a.* -s .5 - | %% ,a.* -s .5 - | ||
r. | r. | ||
[m .-[ .c. | [m .-[ .c. | ||
.A . . | .A . . | ||
3 | |||
- . . , . . . . . + w;a c. J. ~ ^ ,- ; | - . . , . . . . . + w;a c. J. ~ ^ ,- ; | ||
g q# f.f3 4 .4, . . g | g q# f.f3 4 .4, . . g w7+1 . | ||
w7+1 . | |||
:,. , . , .x | :,. , . , .x | ||
^ | ^ | ||
.c u. | .c u. | ||
,, ,4 .; " , lm ..w . ., | ,, ,4 .; " , lm ..w . ., | ||
}' . | }' . | ||
,g Q . . . , , . | ,g Q . . . , , . | ||
.[.g y . . p~c- . | .[.g y . . p~c- . | ||
s.4 | s.4 | ||
. ,. . . <y . | . ,. . . <y . | ||
1 . | 1 . | ||
. :4.( ;. _; | . :4.( ;. _; | ||
l | l | ||
, # 3m | , # 3m | ||
> - 4 - | > - 4 - | ||
ge. - | ge. - | ||
4; fy E '. e / E. %.. - i .g CONSUMERS POWER COMPANY | 4; fy E '. e / E. %.. - i .g CONSUMERS POWER COMPANY | ||
.x..-- | .x..-- | ||
gQr; - ; cn,s - | gQr; - ; cn,s - | ||
2,.. . :- i n- - MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN | 2,.. . :- i n- - MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN cgn ., e . n. L v .7%.' MISLMf w a E f.: :- PHOTOGRAPHS OF s g q1..1. 7.. ~;;j.: | ||
cgn ., e . n. L v .7%.' MISLMf w a E f.: :- PHOTOGRAPHS OF s g q1..1. 7.. ~;;j.: | |||
~ ,; . | ~ ,; . | ||
.. ; - .s .,7j cg:.3.pgy.; v. y r M;g y.M .P' v PLATE LO AD TEST | .. ; - .s .,7j cg:.3.pgy.; v. y r M;g y.M .P' v PLATE LO AD TEST | ||
,_..a<r | ,_..a<r A . 74m %. .. . . . . . | ||
A . 74m %. .. . . . . . | |||
TEST NO. 1 DATE JUNE 1979 PHOTOGRAPHER mr REVIEWER GOLDBERG,ZOINO,0UNNICLIFF a ASSOCIATES,1NC. FILE NO. 2190 F 6 CONSULTANTS IN GEOTECHNICAL ENGINEERINGa993)f6weJ(qaf;L&_ | TEST NO. 1 DATE JUNE 1979 PHOTOGRAPHER mr REVIEWER GOLDBERG,ZOINO,0UNNICLIFF a ASSOCIATES,1NC. FILE NO. 2190 F 6 CONSULTANTS IN GEOTECHNICAL ENGINEERINGa993)f6weJ(qaf;L&_ | ||
. N'> * | |||
* y K. j | |||
. N'> * | |||
y | |||
K. j | |||
> :.y $'NC ,y a p - 4M - | > :.y $'NC ,y a p - 4M - | ||
p- + y. . l | p- + y. . l | ||
, -n . .. | , -n . .. | ||
( . | ( . | ||
%Jrf* j | %Jrf* j | ||
. _ {%, | . _ {%, | ||
l'~. | l'~. | ||
:%t .. | :%t .. | ||
| Line 442: | Line 281: | ||
#h,hhk;[ hfsh'k E i, | #h,hhk;[ hfsh'k E i, | ||
@h.. , | @h.. , | ||
l Three- 25 ton concrete blocks readied for placement by crane on steel cribbing for plate load test reaction. | l Three- 25 ton concrete blocks readied for placement by crane on steel cribbing for plate load test reaction. | ||
k. | k. | ||
i | i k } | ||
k } | |||
\ | \ | ||
\ | \ | ||
| Line 454: | Line 290: | ||
m i | m i | ||
\ c .; s,. | \ c .; s,. | ||
3 | 3 | ||
. rn > .. | . rn > .. | ||
-. w g. 3.- % M a s; A8. | -. w g. 3.- % M a s; A8. | ||
: & tl.?[P,j , .] :^. | : & tl.?[P,j , .] :^. | ||
. J% | . J% | ||
pyc:j g .l.s.=.. 9.; .'s y44 V( T;qg. g ,. g4sksy,9%y, d{e$3 + M-:. .P .*k. $,- | pyc:j g .l.s.=.. 9.; .'s y44 V( T;qg. g ,. g4sksy,9%y, d{e$3 + M-:. .P .*k. $,- | ||
1W.vi'.? 5 1 | 1W.vi'.? 5 1 | ||
$l* a .; : , ' | $l* a .; : , ' | ||
| Line 482: | Line 305: | ||
< : _ x ,1 y | < : _ x ,1 y | ||
* F *._ | * F *._ | ||
. ;; . ~ - . | . ;; . ~ - . | ||
;8.l, :.. . Q.l-. '. .. ' e , , ? ' | ;8.l, :.. . Q.l-. '. .. ' e , , ? ' | ||
. ,. y , e .y, 4-Q s . ;- - : :., . .b,,:. .9%._.4.Ly. gem RQ | . ,. y , e .y, 4-Q s . ;- - : :., . .b,,:. .9%._.4.Ly. gem RQ yg ' | ||
yg ' | |||
._ y 3 t': | ._ y 3 t': | ||
.l l ''. ;^;'h.0 0 ? $ | .l l ''. ;^;'h.0 0 ? $ | ||
l.?S'$gjy&lh-Y | l.?S'$gjy&lh-Y | ||
'' U Ih. . | '' U Ih. . | ||
, ~ff M k h','NM .?'*. N-b.r - | , ~ff M k h','NM .?'*. N-b.r - | ||
h,l'* I Y$ | h,l'* I Y$ | ||
| Line 504: | Line 318: | ||
CONSUMERS POWER COMPANY MIDLAND PLANT UNITS l a 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 1 DATE JUNEl979 PHOTOGRAPHER DWC REVIEWER 7 GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,lNC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERING veg a p w s4Lg | CONSUMERS POWER COMPANY MIDLAND PLANT UNITS l a 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 1 DATE JUNEl979 PHOTOGRAPHER DWC REVIEWER 7 GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,lNC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERING veg a p w s4Lg | ||
l l | l l | ||
l l | l l | ||
,s - . ~ . | ,s - . ~ . | ||
y l-i . I . $ | y l-i . I . $ | ||
l "% -ll | l "% -ll g ', ' | ||
g ', ' | |||
s , | s , | ||
g;p;.l | g;p;.l | ||
'f ', | 'f ', | ||
-? | -? | ||
, .; -. | , .; -. | ||
l l | l l | ||
, Concrete reaction blocks in place. | , Concrete reaction blocks in place. | ||
1 l | 1 l | ||
| Line 539: | Line 337: | ||
C@CguMfagi7p, OfM WRtB0TfTF#20W FILE NO. 2190 F | C@CguMfagi7p, OfM WRtB0TfTF#20W FILE NO. 2190 F | ||
;y Q *: ,% , | ;y Q *: ,% , | ||
% * ', _t i 4 ~.f, .f lj,,,, , x ;. ' f j' . "* | % * ', _t i 4 ~.f, .f lj,,,, , x ;. ' f j' . "* | ||
,. A l ' ' * ,; % ' " (4 ' f;' .., q ; g w , [ ._ * .' ,& | ,. A l ' ' * ,; % ' " (4 ' f;' .., q ; g w , [ ._ * .' ,& | ||
%g | %g | ||
;, . 2 9 a. : ., _. | ;, . 2 9 a. : ., _. | ||
;. ; 3 ;,z sg y , % wp. -} g y- .gr gp .~ >r ,g - | ;. ; 3 ;,z sg y , % wp. -} g y- .gr gp .~ >r ,g - | ||
y ._; (_ % G y | y ._; (_ % G y | ||
..~,= Q ; .7 j | ..~,= Q ; .7 j | ||
,,p.; ;g y *y,Lg;.M | ,,p.; ;g y *y,Lg;.M n- | ||
n- | |||
.Jt.. ,.~ ,g , 8.g.- + | .Jt.. ,.~ ,g , 8.g.- + | ||
;g ;s. gksy eg a | ;g ;s. gksy eg a | ||
*,r | *,r | ||
;_ - ,. ..,_ .. a n,. ;. . | ;_ - ,. ..,_ .. a n,. ;. . | ||
t. | t. | ||
.' s.y g..e g.e @ . | .' s.y g..e g.e @ . | ||
r,;, p= r | r,;, p= r | ||
,,,c- | ,,,c- | ||
;. | ;. | ||
| Line 572: | Line 358: | ||
", .,'%, 4 ;. . , | ", .,'%, 4 ;. . , | ||
,._T. | ,._T. | ||
n . . | n . . | ||
% s | % s | ||
_ j. w. .q , t E; i.:.'~,\ll. fxf. f Q4 we lid &&a%p.,;1t{W,. 2 | _ j. w. .q , t E; i.:.'~,\ll. fxf. f Q4 we lid &&a%p.,;1t{W,. 2 | ||
~ .. .w n a. . . . . | ~ .. .w n a. . . . . | ||
0 .S | 0 .S | ||
. . . . h ,. | . . . . h ,. | ||
l_ l Q | l_ l Q | ||
+c_. . | +c_. . | ||
#e zt L ,, 4 . -_3v . , | #e zt L ,, 4 . -_3v . , | ||
| Line 591: | Line 370: | ||
* _ ,_';1gl:3. | * _ ,_';1gl:3. | ||
h . ',.jj , s ; ,;& 3y | h . ',.jj , s ; ,;& 3y | ||
. y 7-f._ *y v , ~.g p - M,.. | . y 7-f._ *y v , ~.g p - M,.. | ||
4yq 1 | 4yq 1 | ||
[ ;:' f } .;[, $k;$ ?' C; ' ? Q:}4 , ,'}. +VN.~3 ,..] s m,...Q. 5,l;{V s t , | [ ;:' f } .;[, $k;$ ?' C; ' ? Q:}4 , ,'}. +VN.~3 ,..] s m,...Q. 5,l;{V s t , | ||
k .- . vy. . .. | k .- . vy. . .. | ||
_.A . | |||
~',># '' | ~',># '' | ||
.;-' *) : ;; . Yf* h_ _ - | .;-' *) : ;; . Yf* h_ _ - | ||
p w;n. | p w;n. | ||
. ,m .r . ' | . ,m .r . ' | ||
sg-.a,g,;rt;g | sg-.a,g,;rt;g | ||
&. | &. | ||
| Line 611: | Line 384: | ||
: g. v. . ;g - | : g. v. . ;g - | ||
* h. ' | * h. ' | ||
} | } | ||
$f . | $f . | ||
$_ ;f ,,. VT Location of test. | $_ ;f ,,. VT Location of test. | ||
| Line 620: | Line 390: | ||
k l l | k l l | ||
i a | i a | ||
., k *'yi.**i b V g~_ d'.1l .( _) h'f ff 6,3 | ., k *'yi.**i b V g~_ d'.1l .( _) h'f ff 6,3 | ||
), '- | ), '- | ||
A[W ' T ,;; | A[W ' T ,;; | ||
.' ,, . .- _ N'h % '.~, y ,. f ' | .' ,, . .- _ N'h % '.~, y ,. f ' | ||
; - _~ | ; - _~ | ||
p._ 1. rgt - l | p._ 1. rgt - l | ||
: a. ** ~ ,g, - -- :,y v, . 'A@ j .. | : a. ** ~ ,g, - -- :,y v, . 'A@ j .. | ||
j' "_y f [ ,' s | j' "_y f [ ,' s | ||
-3 -j pWji' . '*- | -3 -j pWji' . '*- | ||
1%i | 1%i | ||
/ "" - | / "" - | ||
r- 'j . '4*l i | r- 'j . '4*l i | ||
''.' .? $ _ _ '.. | ''.' .? $ _ _ '.. | ||
% O '- '*.s .% .? ' '# | % O '- '*.s .% .? ' '# | ||
s C" W *[g = | s C" W *[g = | ||
%l. man,,. 'l | %l. man,,. 'l | ||
; ?' .,~.$e. % .' y ..1g . Y,: | ; ?' .,~.$e. % .' y ..1g . Y,: | ||
;._,_..Y | ;._,_..Y | ||
'; > Q Q _ '. | '; > Q Q _ '. | ||
* Y}? -.R; ' y 9l & i,:, y ' - J 1; j b,y' | * Y}? -.R; ' y 9l & i,:, y ' - J 1; j b,y' M.e . * | ||
M.e . * | |||
(- | (- | ||
.x | .x | ||
.. ;W. hv 4,. F . | .. ;W. hv 4,. F . | ||
,- . , ,4t n | ,- . , ,4t n | ||
*k,,4, | *k,,4, | ||
| Line 671: | Line 418: | ||
.' .e* | .' .e* | ||
:T :.... sn. #%r'?'4' 4' | :T :.... sn. #%r'?'4' 4' | ||
. ' g ') ,_,. .-c | . ' g ') ,_,. .-c | ||
~ | ~ | ||
.* .., . g( _y..( .Q -.,8"&g;* | .* .., . g( _y..( .Q -.,8"&g;* | ||
; | ; | ||
.:_.L+ .l . + ...:.,2_. L. OOx&.? ., > . . 'a . ! ' w_ ; g-; ; ;- . _t- | .:_.L+ .l . + ...:.,2_. L. OOx&.? ., > . . 'a . ! ' w_ ; g-; ; ;- . _t- | ||
.. | .. | ||
* w:,,, k | * w:,,, k e.g ; m,e, -.' -- | ||
e.g ; m,e, -.' -- | |||
,-. % e . 2 ; .~ | ,-. % e . 2 ; .~ | ||
* -T .c q.,n: . r | * -T .c q.,n: . r | ||
.M e4 | .M e4 | ||
. e p, %,A.. .\ We 4, | . e p, %,A.. .\ We 4, | ||
-t j, . . -_ | -t j, . . -_ | ||
g.; - | g.; - | ||
?. .. *?.0 k' &[;; M ' | ?. .. *?.0 k' &[;; M ' | ||
" nW.I , *W l- | " nW.I , *W l- | ||
/ M - - t >E. , | / M - - t >E. , | ||
8 ++ | 8 ++ | ||
| Line 713: | Line 438: | ||
? -Q . e n~ | ? -Q . e n~ | ||
g . jf- , ^ | g . jf- , ^ | ||
.s | .s | ||
, y l | , y l | ||
. y_ . | . y_ . | ||
h). ' . , *,. | h). ' . , *,. | ||
~ | ~ | ||
., *4r y l : | ., *4r y l : | ||
Y | Y | ||
;, | ;, | ||
[ [/.. ~ " 'l p;, ' .[[y.. | [ [/.. ~ " 'l p;, ' .[[y.. | ||
. ' J ',) V ; ;_ ; ..'/- | . ' J ',) V ; ;_ ; ..'/- | ||
. .e . | . .e . | ||
, : .,~.,.,,,,.L 8 .y'..: - -l 1mQ | , : .,~.,.,,,,.L 8 .y'..: - -l 1mQ l; _ ,. .. .. . : - . . g . ';f a f 9 . f%% ... | ||
l; _ ,. .. .. . : - . . g . ';f a f 9 . f%% ... | |||
%f.4'? | %f.4'? | ||
f' . | f' . | ||
| Line 743: | Line 456: | ||
1 CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF PLATE LO AD TEST TEST NO. 1 DATE JUNEl979 PHOTOGRAPHER ~c REVIEWER GOLD 8 ERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. FILE NO. 2190 F 0 murme_mmameawm_ man-~ - mma-- | 1 CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF PLATE LO AD TEST TEST NO. 1 DATE JUNEl979 PHOTOGRAPHER ~c REVIEWER GOLD 8 ERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. FILE NO. 2190 F 0 murme_mmameawm_ man-~ - mma-- | ||
l l | l l | ||
l gg | l gg | ||
| Line 749: | Line 461: | ||
; | ; | ||
.~ - yr . | .~ - yr . | ||
Q 4 . .&-4. n .. | Q 4 . .&-4. n .. | ||
4..* -. . , ~ | 4..* -. . , ~ | ||
1 | 1 | ||
'WI ' '_~ , ;' ',%.-I.QQ^;'y :,, K ,dl**t% ;, . , . ' ,.' . . }; . | 'WI ' '_~ , ;' ',%.-I.QQ^;'y :,, K ,dl**t% ;, . , . ' ,.' . . }; . | ||
gu- | gu-2 | ||
2 | |||
,] .' | ,] .' | ||
,- . , . . . s, | ,- . , . . . s, | ||
. .. , +. | . .. , +. | ||
_n ,,... | _n ,,... | ||
,. we , - , , . . | ,. we , - , , . . | ||
s, | s, | ||
. ,.. c.y ; . . \. | . ,.. c.y ; . . \. | ||
.$ g ._ . , | .$ g ._ . , | ||
g,*, | g,*, | ||
l .$ ; .' - . | l .$ ; .' - . | ||
; ,. | ; ,. | ||
) | ) | ||
a p13- , +. . | a p13- , +. . | ||
,-9...:f ..; 4i | ,-9...:f ..; 4i | ||
| Line 800: | Line 485: | ||
.. w | .. w | ||
. . ,- 2 . | . . ,- 2 . | ||
,- . a. . ..- | ,- . a. . ..- | ||
3- | 3- | ||
.: ty 7 .4y-4, ; | .: ty 7 .4y-4, ; | ||
' ^ . | ' ^ . | ||
5 .. | 5 .. | ||
. . ;.. . | . . ;.. . | ||
_ _; - < | _ _; - < | ||
.'l'__q%-- .- s. | .'l'__q%-- .- s. | ||
1,'- -g ' f ,, . . | 1,'- -g ' f ,, . . | ||
y;J %p3 ', | y;J %p3 ', | ||
-. g p | -. g p | ||
;s | ;s | ||
.'l* r." . - Q , .t3) -'). | .'l* r." . - Q , .t3) -'). | ||
ifh ' i R C .~ ; :- . 4' 9. | ifh ' i R C .~ ; :- . 4' 9. | ||
/~ | /~ | ||
| Line 831: | Line 504: | ||
,**'' ,_4 , -);,\ ;C. | ,**'' ,_4 , -);,\ ;C. | ||
* l . L z g.- .' - : '- g. | * l . L z g.- .' - : '- g. | ||
,. ,- . g n ' ' ' ,' c : . . y;_ | ,. ,- . g n ' ' ' ,' c : . . y;_ | ||
, . _ y | , . _ y | ||
.; % [ g l . - ,. | .; % [ g l . - ,. | ||
__y..-l~; y .' ?* l .. "_,.( | |||
i[ | i[ | ||
.; | .; | ||
| Line 845: | Line 515: | ||
.' Y .: | .' Y .: | ||
Qhk | Qhk | ||
*;% pm . ' .: : .' %- ^ | *;% pm . ' .: : .' %- ^ | ||
lj ~.?, . J.; Q}C'.,g $,. % %g.gml::&,_f%Xu;p = &. :..ch. - ^ | lj ~.?, . J.; Q}C'.,g $,. % %g.gml::&,_f%Xu;p = &. :..ch. - ^ | ||
m _. | m _. | ||
: y. , - [p _f jg'Q ; . | : y. , - [p _f jg'Q ; . | ||
| Line 858: | Line 523: | ||
l l | l l | ||
l 1 | l 1 | ||
i | i II l j ___ | ||
II l | |||
j ___ | |||
l l | l l | ||
Plate load equipment l i | Plate load equipment l i | ||
assembly centered and levelled. | assembly centered and levelled. | ||
l l | l l | ||
I M-1 | I M-1 4.e < | ||
CONSUMERS POWER COMPANY Ml0 LAND PLANT UNITS I & 2 T MIDLAND, MICHIGAN C' PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 1 OATE JUNEl979 l PHOTOGRAPHER nuc REVIEWER 10' l | |||
4.e < | |||
CONSUMERS POWER COMPANY Ml0 LAND PLANT UNITS I & 2 | |||
T MIDLAND, MICHIGAN | |||
C' PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 1 OATE JUNEl979 l PHOTOGRAPHER nuc REVIEWER 10' l | |||
GOLDBERG,ZOINO,0UNNICLIFF a ASSOCIATES,lNC. FILE NO. 2190 F | GOLDBERG,ZOINO,0UNNICLIFF a ASSOCIATES,lNC. FILE NO. 2190 F | ||
. ig, | . ig, | ||
: 7.. | : 7.. | ||
y.. :4 ,.e-3 a- . | y.. :4 ,.e-3 a- . | ||
gg, ., | gg, ., | ||
* s : < ,: + . - % | * s : < ,: + . - % | ||
. yp,+ . b'[,c - | . yp,+ . b'[,c - | ||
.g 5 . [..N . I | .g 5 . [..N . I | ||
[. 4, | [. 4, | ||
~ | ~ | ||
J | J | ||
..['k, : $4 t | ..['k, : $4 t | ||
*+, . , , * ' ',~ ' | *+, . , , * ' ',~ ' | ||
; 4" e -- .. 4 ..,g..* g.. ,~. | ; 4" e -- .. 4 ..,g..* g.. ,~. | ||
q'.'~ .-'' | q'.'~ .-'' | ||
_ ''f.,- _ ._ | _ ''f.,- _ ._ | ||
* 2 | * 2 | ||
}(' | }(' | ||
[ ~ _ f'' (( y' ' | [ ~ _ f'' (( y' ' | ||
( yk};;h , Q | ( yk};;h , Q | ||
.$ . , '? _ , 4:f$,.;QA % | .$ . , '? _ , 4:f$,.;QA % | ||
~ | ~ | ||
7 I | |||
7 | |||
I | |||
..l$4 g. y&f-Nifs?Q, Q*@l$j''N. | ..l$4 g. y&f-Nifs?Q, Q*@l$j''N. | ||
J . | J . | ||
b | b f f. 4 Ad $- ' r | ||
f f. 4 Ad $- ' r | |||
:+ 4, L .:Y . ,. x l 5> . .A_s / ,[y .. g x g.x ; e. : te,. ' . . | :+ 4, L .:Y . ,. x l 5> . .A_s / ,[y .. g x g.x ; e. : te,. ' . . | ||
Note cracks developing due to displacement. | Note cracks developing due to displacement. | ||
y | y | ||
*t4 m ;. | *t4 m ;. | ||
y A wi | y A wi | ||
" ' l | " ' l | ||
&nns$t . e .+ , ; f | &nns$t . e .+ , ; f Plate test in progress. | ||
Plate test in progress. | |||
s K | s K | ||
l 3 | l 3 | ||
i CONSUMERS POWER COMPANY l | i CONSUMERS POWER COMPANY l | ||
MIDLAND PL ANT UNITS I & 2 MIDL AND,MICHIG AN i dt PHOTOGRAPHS OF | |||
MIDLAND PL ANT UNITS I & 2 MIDL AND,MICHIG AN | |||
i dt PHOTOGRAPHS OF | |||
- .:. '$ PLATE LOAD TEST | - .:. '$ PLATE LOAD TEST | ||
/ | / | ||
**~ | **~ | ||
I TEST NO. 1 DATE JUNEl979 PHOTOGRAPHER gg REVIEWER | |||
I TEST NO. 1 DATE JUNEl979 | |||
PHOTOGRAPHER gg | |||
REVIEWER | |||
, GOLDBERG,2OINO,DUNNICLIFF S ASSOCIATES,1NC. FILE NO. 2190 l CCNSULTANTS IN GEOTECHNICAL ENGINEERitiG ,__sv u _n_on________._____ | , GOLDBERG,2OINO,DUNNICLIFF S ASSOCIATES,1NC. FILE NO. 2190 l CCNSULTANTS IN GEOTECHNICAL ENGINEERitiG ,__sv u _n_on________._____ | ||
l y; - * ,. p. g.y g,.;..g g , 3 g 9{j g 7 ..t | l y; - * ,. p. g.y g,.;..g g , 3 g 9{j g 7 ..t | ||
,eg-v ., j- s . _gg.. .p .. q:Q: | |||
,eg- | |||
v ., j- s . _gg.. .p .. q:Q: | |||
'y v .c; . . . , . , . | 'y v .c; . . . , . , . | ||
y 1, s,_, | y 1, s,_, | ||
- ~ .. .--. , | - ~ .. .--. , | ||
; . . | ; . . | ||
.; . .o | .; . .o | ||
_ c. ym,s . | _ c. ym,s . | ||
v. | v. | ||
' h. ~[fy | ' h. ~[fy | ||
{.J.N.*p [( .r$[;, ,, : | {.J.N.*p [( .r$[;, ,, : | ||
.2,{! % * ()' y.. | .2,{! % * ()' y.. | ||
~.. a q;y y %(2 | ~.. a q;y y %(2 | ||
: c. . | : c. . | ||
[ . | [ . | ||
-[... g, | -[... g, | ||
. _l 9- | . _l 9- | ||
- p . | - p . | ||
.y a 7* *- . . , , ,_ | |||
.y | |||
a 7* *- . . , , ,_ | |||
_,g e 4'.,, . .," l. | _,g e 4'.,, . .," l. | ||
, * ~~K r. ~ , - r ^'fyr a_ .. ... n, .. | , * ~~K r. ~ , - r ^'fyr a_ .. ... n, .. | ||
3 . , - , . | 3 . , - , . | ||
j,. nQ k '.%;'f; gsf_, ;. | j,. nQ k '.%;'f; gsf_, ;. | ||
| Line 1,030: | Line 602: | ||
p. | p. | ||
' , l. | ' , l. | ||
4 W ; ;. * .A | 4 W ; ;. * .A | ||
'e . . | 'e . . | ||
l | l | ||
, ., .-f,, , . 3,! 3 | , ., .-f,, , . 3,! 3 | ||
.y; I dWet % - | .y; I dWet % - | ||
? .% , | ? .% , | ||
}[ , | }[ , | ||
;. . | ;. . | ||
, ; | , ; | ||
l | l | ||
' ~ | ' ~ | ||
-'4 + | -'4 + | ||
.F ;+.. <~ . .. ,... . s | .F ;+.. <~ . .. ,... . s | ||
*4? . | *4? . | ||
3.g l | 3.g l | ||
<.,,y u e.N W, . : :.a.:~:. :p 7 A | <.,,y u e.N W, . : :.a.:~:. :p 7 A | ||
( | ( | ||
g_ - | g_ - | ||
;- | ;- | ||
l | l | ||
. ~ #*'s ,i.(yv*W. ,,,hk & o M %. A.{' a | . ~ #*'s ,i.(yv*W. ,,,hk & o M %. A.{' a y | ||
y | |||
: 9. N,. w | : 9. N,. w | ||
, r i r 4g w | , r i r 4g w | ||
.' ._s, | .' ._s, | ||
' .- t ; ' ,* | ' .- t ; ' ,* | ||
s 1 | s 1 | ||
l f' W' .s #f,.Q.,y - | l f' W' .s #f,.Q.,y - | ||
< a . ~ [ ;. t . | < a . ~ [ ;. t . | ||
A- .. ,. | A- .. ,. | ||
.- l I8 .;, L;7. i | .- l I8 .;, L;7. i | ||
...u.g f 6.p- f.". ; ,; | ...u.g f 6.p- f.". ; ,; | ||
*ifjpn*(g'y(h- e | *ifjpn*(g'y(h- e | ||
.1 . - | .1 . - | ||
. y Condition of subgrade f . . v. | . y Condition of subgrade f . . v. | ||
5, *. ~ | 5, *. ~ | ||
.%a, s. | .%a, s. | ||
* ~ | * ~ | ||
9 '' ' | 9 '' ' | ||
g,. ".seW. ._. | g,. ".seW. ._. | ||
~- | ~- | ||
'~ | '~ | ||
;. {3" at completion of test. | ;. {3" at completion of test. | ||
'tQ+p,: | 'tQ+p,: | ||
hQ Y.' ; [ % ,-c y . , , . - , | hQ Y.' ; [ % ,-c y . , , . - , | ||
,h ~L, ,; . | ,h ~L, ,; . | ||
| Line 1,116: | Line 651: | ||
:.} | :.} | ||
, "'. :l ( * ~ ~ .fl -. h .y .h. ~.f;,; g . | , "'. :l ( * ~ ~ .fl -. h .y .h. ~.f;,; g . | ||
.c e<s e..- : . .r . . h.m.r.. . s.,a,, | |||
.c | |||
e<s e..- : . .r . . h.m.r.. . s.,a,, | |||
~ . . . (,. .t. . | ~ . . . (,. .t. . | ||
. .- A. .3 | . .- A. .3 4 , f. . | ||
4 , f. . | |||
.g.$. ;t 'm{ .,, g' ' , - | .g.$. ;t 'm{ .,, g' ' , - | ||
e ,: | e ,: | ||
[ .[ , 3 * | [ .[ , 3 * | ||
*,u h 'f. - j' " ;3.[ h( 4] | *,u h 'f. - j' " ;3.[ h( 4] | ||
,* }% f; | ,* }% f; | ||
.;f | .;f | ||
.g | .g | ||
* 9, | * 9, | ||
. Q % ,$%. | . Q % ,$%. | ||
y - l. . | y - l. . | ||
.. yc , <, | .. yc , <, | ||
,, . .g . | ,, . .g . | ||
;g g - | ;g g - | ||
| Line 1,153: | Line 672: | ||
* a f- . | * a f- . | ||
.q. -- b. .. - e 2. , is _' r :- ' . , v | .q. -- b. .. - e 2. , is _' r :- ' . , v | ||
. , #74, ie' p , -.. | . , #74, ie' p , -.. | ||
;8- . ' . e ,; . ,. | ;8- . ' . e ,; . ,. | ||
&. @g 32 J,..~:,s-.. Q.3 M.ir~ k;; y | &. @g 32 J,..~:,s-.. Q.3 M.ir~ k;; y | ||
~ | ~ | ||
4 e m . | 4 e m . | ||
P. , | P. , | ||
:y ;, | :y ;, | ||
f _<..v ^ | f _<..v ^ | ||
v, k | |||
v, | g :.-; g' . e 9 % | ||
...; | ...; | ||
{^ d? | {^ d? | ||
; ;- . ,y -' | ; ;- . ,y -' | ||
.c-~- ~x '.2 ;,; ; ' | .c-~- ~x '.2 ;,; ; ' | ||
;. | ;. | ||
. g ~ -' < y lp_ ? l by .1 ' , | . g ~ -' < y lp_ ? l by .1 ' , | ||
| Line 1,189: | Line 693: | ||
% ,N,p.~- . | % ,N,p.~- . | ||
- 4 | - 4 | ||
.; | .; | ||
. ,i.?:.:?v | . ,i.?:.:?v | ||
.,j ,; . | .,j ,; . | ||
PHOTOGRAPHS OF | PHOTOGRAPHS OF | ||
| Line 1,200: | Line 700: | ||
s. | s. | ||
n. | n. | ||
;- .im,, | ;- .im,, | ||
. r. | . r. | ||
. g y y .. | . g y y .. | ||
-8 y.-=.~ %fr g ,4 >.. | -8 y.-=.~ %fr g ,4 >.. | ||
TEST NO. 1 DATE JUNE 1979 | TEST NO. 1 DATE JUNE 1979 r | ||
r | |||
.t.>* | .t.>* | ||
. ;3 | . ;3 | ||
,t t | ,t t | ||
,t. | ,t. | ||
9 - m;y..c. . 3 PHOTOGRAPHER DWC REVIEWER t GOLOBERG,ZOINO,0UNNICLIFF a ASSOCIATES,1NC-FILE NO. 2190 F | |||
9 - m;y..c. . 3 | |||
PHOTOGRAPHER DWC REVIEWER t GOLOBERG,ZOINO,0UNNICLIFF a ASSOCIATES,1NC-FILE NO. 2190 F | |||
. . . . . .. CONSULTANTS IN GEOTECHWCGL ENGINEERINGs% _f .'701 A 7_- | . . . . . .. CONSULTANTS IN GEOTECHWCGL ENGINEERINGs% _f .'701 A 7_- | ||
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| Line 1,277: | Line 733: | ||
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7220 C 79-14-2 | |||
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O | O LOAD VS SETTLEMENT PLOT l | ||
LOAD VS SETTLEMENT PLOT | |||
l l | l l | ||
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7220-C-7914 2 | 7220-C-7914 2 | ||
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| Line 1,314: | Line 759: | ||
ME nO DISPLACEMENT AFTER 3 HOUR INTERVAL. | ME nO DISPLACEMENT AFTER 3 HOUR INTERVAL. | ||
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9 l COMPRESSION IN INCHES l COMPRESSION IN INCHES COMPRESSION IN INCHES l SOIL OESCRIPTION: GRAY BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID P L ASTIC DIAM. IN. U MIT % LIMIT 8/o GRAVITY S P ECIFIC MIDLAND PLANT-UNITS l a 2 | 9 l COMPRESSION IN INCHES l COMPRESSION IN INCHES COMPRESSION IN INCHES l SOIL OESCRIPTION: GRAY BROWN S ANDY CL AY (CL) CONSUMERS POWER COMPANY SAMPLE LIQUID P L ASTIC DIAM. IN. U MIT % LIMIT 8/o GRAVITY S P ECIFIC MIDLAND PLANT-UNITS l a 2 | ||
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| Line 1,637: | Line 959: | ||
LOCATION TANK FARM TEST SERIES (EAST) N O. PL-l ELEVATION 627.7t D ATE JULY 1979 TECH. JK . JF GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER CAL FILE A-2190 F 17 CONSULTANTS IN GEOTECHNICAL ENGINEERING 7Pn C 79-3 4-2 | LOCATION TANK FARM TEST SERIES (EAST) N O. PL-l ELEVATION 627.7t D ATE JULY 1979 TECH. JK . JF GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER CAL FILE A-2190 F 17 CONSULTANTS IN GEOTECHNICAL ENGINEERING 7Pn C 79-3 4-2 | ||
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< 23 _C u) 2 4 6 e io i2 i4 i6 is zo o i 2 3 4 s 6 T e e io LD @ \/ TIME IN MINUTES \/ TIME IN MINUTES O N m ri e q) | < 23 _C u) 2 4 6 e io i2 i4 i6 is zo o i 2 3 4 s 6 T e e io LD @ \/ TIME IN MINUTES \/ TIME IN MINUTES O N m ri e q) | ||
H OC FIGURE | H OC FIGURE | ||
| Line 1,980: | Line 1,135: | ||
0 t | 0 t | ||
a b | a b | ||
E' G. | E' G. | ||
l 7220-C-7914 2 9 | |||
l | |||
7220-C-7914 2 9 | |||
~ - - -- w -- | ~ - - -- w -- | ||
FIELD DATA 20 7220-C 79-14-2 | FIELD DATA 20 7220-C 79-14-2 | ||
PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP 6/26/79 DWC/JSF/JK/ CAL Run 6/27/79 , | PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP 6/26/79 DWC/JSF/JK/ CAL Run 6/27/79 , | ||
TEST PLOTTED . 6/?R/74 CAL INITIAL REVIEW 7/1/70 CAL 1 CHECKED f/M/W ' | TEST PLOTTED . 6/?R/74 CAL INITIAL REVIEW 7/1/70 CAL 1 CHECKED f/M/W ' | ||
C CORRECTIVE ACTION | C CORRECTIVE ACTION FINAL REVIEW 7 " | ||
TEST EQUIPMENT PLATE OR PLATES USED 30" - 24" - 18" DIAL A INDICATOR MODEL #2 - CRIM-1000 S ER. NO. 010 DIAL B INDICATOR MODEL #2 - CR100-1000 S ER. NO. 011 DIAL C INDICATOR MODEL #2 - CR-100-10,0_0 SER. NO. 012 HYDRAULIC JACK MODEL -- | |||
FINAL REVIEW 7 " | |||
TEST EQUIPMENT PLATE OR PLATES USED 30" - 24" - 18" DIAL A INDICATOR MODEL #2 - CRIM-1000 S ER. NO. 010 DIAL B INDICATOR MODEL #2 - CR100-1000 S ER. NO. 011 DIAL C INDICATOR MODEL #2 - CR-100-10,0_0 SER. NO. 012 | |||
HYDRAULIC JACK MODEL -- | |||
S ER. NO. 1 CAPACITY 50 Ton PRESSURE GAUGE MODEL -- | S ER. NO. 1 CAPACITY 50 Ton PRESSURE GAUGE MODEL -- | ||
S ER. NO. -- | S ER. NO. -- | ||
| Line 2,007: | Line 1,150: | ||
LOAD CELL READOUT 900757 Ton MODEL BLH (SR-4) S ER. NO. | LOAD CELL READOUT 900757 Ton MODEL BLH (SR-4) S ER. NO. | ||
TYPE N TOTAL WElGHT OF TEST SYSTEM 717 l ', . | TYPE N TOTAL WElGHT OF TEST SYSTEM 717 l ', . | ||
SYSTEM WEIGHTS 50 TON JACK ASSEMBLY (JACK,SWlVEL, AND PLATE) 120 lbs. / SHIMS A 10 lbs. / | SYSTEM WEIGHTS 50 TON JACK ASSEMBLY (JACK,SWlVEL, AND PLATE) 120 lbs. / SHIMS A 10 lbs. / | ||
LOAD CELL . SWIVEL and PLATE 78 t h s, / 3 30" DI A. PL ATE 206 / | LOAD CELL . SWIVEL and PLATE 78 t h s, / 3 30" DI A. PL ATE 206 / | ||
| Line 2,018: | Line 1,160: | ||
l t | l t | ||
6" DIA. PL ATE 23 lb s. | 6" DIA. PL ATE 23 lb s. | ||
12"x 12" PLATE 42 lbs. / CONSUMERS POWER COMPANY Steel plate for wire line rule t o Ib . MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN NOTE: Equipment used designated by / | 12"x 12" PLATE 42 lbs. / CONSUMERS POWER COMPANY Steel plate for wire line rule t o Ib . MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN NOTE: Equipment used designated by / | ||
- PLATE LOAD TEST CHECK LIST ) | - PLATE LOAD TEST CHECK LIST ) | ||
LOCATION Tank TEST SERIES | LOCATION Tank TEST SERIES Farm East -(See Plan) N O. PL-1 ELEVATION 627.7 I DATE 6/27/79 i | ||
TECH. JF/ JK - | |||
Farm East -(See Plan) N O. PL-1 ELEVATION 627.7 I DATE 6/27/79 | |||
REVIEWER DWC/ CAL FILE 2190 F | REVIEWER DWC/ CAL FILE 2190 F | ||
- GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,lNC. | - GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,lNC. | ||
CONSULTANTS IN GEOTECHNICAL ENGINEERING 7220-C 79-14-2 m,ar in.n | CONSULTANTS IN GEOTECHNICAL ENGINEERING 7220-C 79-14-2 m,ar in.n | ||
i i r , . | i i r , . | ||
SHEET 1 CF 18 PLATE LOAD TEST - | SHEET 1 CF 18 PLATE LOAD TEST - | ||
| Line 2,044: | Line 1,175: | ||
{ oj,A\ | { oj,A\ | ||
N IN\ (IN) (IN) a e su | N IN\ (IN) (IN) a e su | ||
* F+ 0500/ ELE | * F+ 0500/ ELE 1.60 0 D15 .073 ,080 0 0 2.03 0 627.795 T-19.7 C. Survey 0.71 1/2 ,026 088 .097 .01 4 - | ||
1.60 0 D15 .073 ,080 0 0 2.03 0 627.795 T-19.7 C. Survey 0.71 1/2 ,026 088 .097 .01 4 - | |||
elev on top of 1.0 1 027 089 .098 .015 2.05 lowest plate. | elev on top of 1.0 1 027 089 .098 .015 2.05 lowest plate. | ||
1.4 2 ,027 090 .098 016 2.05 2.0 4 ,028 .090 ,099 .016 2.05 2.2 5 028 ,091 .099 017 2.05 3.2 10 ,028 .091 .100 017 2.05 | 1.4 2 ,027 090 .098 016 2.05 2.0 4 ,028 .090 ,099 .016 2.05 2.2 5 028 ,091 .099 017 2.05 3.2 10 ,028 .091 .100 017 2.05 3.9 15 $ p92 .100 .017 2.05 *28*31 Dial Disturbed 1.60 5.5 30 D33 095 104 020 0.020 2.05 0.02 N | ||
3.9 15 $ p92 .100 .017 2.05 *28*31 Dial Disturbed 1.60 5.5 30 D33 095 104 020 0.020 2.05 0.02 N | |||
h) | h) | ||
Q015 Q022 .024 FINAL DIAL DISPLACRMENTS (IN. ) | Q015 Q022 .024 FINAL DIAL DISPLACRMENTS (IN. ) | ||
o N | o N | ||
~ | ~ | ||
P , a | P , a Y | ||
h3 REMARKS: | |||
CONSUMERS POWER COMPANY | CONSUMERS POWER COMPANY | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | ||
: 2. MICROSTRAIN READINGS | : 2. MICROSTRAIN READINGS | ||
* Mal = 11440 PL ATE LOAD TEST 2! | * Mal = 11440 PL ATE LOAD TEST 2! | ||
AMs= 32 DATA SHEET | AMs= 32 DATA SHEET p y,g _ 11472 LOCATION IANK FARM TEST SERIES x .c (EASI) NO. PL- 1 | ||
* ELEVATION _627.7! DATE 6/27/79 cc 9 TECH. .1.F. | |||
p y,g _ 11472 LOCATION IANK FARM TEST SERIES | |||
x .c (EASI) NO. PL- 1 | |||
* ELEVATION _627.7! DATE 6/27/79 cc | |||
9 TECH. .1.F. | |||
6 GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,lNC. CHECKER C.L./D fL FILE 2190 F CONSULTANTS IN GEOTECHNIC ErlGINEERING | 6 GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,lNC. CHECKER C.L./D fL FILE 2190 F CONSULTANTS IN GEOTECHNIC ErlGINEERING | ||
SHEET 2 CF 18 PLATE LOAD TEST - | SHEET 2 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE | ||
,ur , re po.. , ,=c SENCH REMARK liOE' % %^W ini ifA" liA'"E1%^"''9$" W -99"I'.""'Ad; M& 6v X a"# A | ,ur , re po.. , ,=c SENCH REMARK liOE' % %^W ini ifA" liA'"E1%^"''9$" W -99"I'.""'Ad; M& 6v X a"# A | ||
^ ' | ^ ' | ||
: 1. 6% 1530 0 D33 D95 .104 0 0.020 2.05 0.02 T=19.7 C 4 .f, 0.707 1/2 D/9 148 152 .049 2.11 1.00 1 D86 J52 J55 .054 2.11 1.41 2 D88 J55 .159 .057 2.12 - | : 1. 6% 1530 0 D33 D95 .104 0 0.020 2.05 0.02 T=19.7 C 4 .f, 0.707 1/2 D/9 148 152 .049 2.11 1.00 1 D86 J52 J55 .054 2.11 1.41 2 D88 J55 .159 .057 2.12 - | ||
2.00 4 D91 159 .162 .060 2.12 2.24 5 D92 260 164 .062 2.12 3.16 10 J00 J64 268 .067 2.12 3.87. 15 201 J67 J70 .068 2.13 5.47 30 .107 173 .176 .075 2.13 T=19.7 C 6.71 45 .109 J77 .179 .078 2.14 4.05 7.75 60 .111 J80 .182 .081 0.101 2.15 0.12 | 2.00 4 D91 159 .162 .060 2.12 2.24 5 D92 260 164 .062 2.12 3.16 10 J00 J64 268 .067 2.12 3.87. 15 201 J67 J70 .068 2.13 5.47 30 .107 173 .176 .075 2.13 T=19.7 C 6.71 45 .109 J77 .179 .078 2.14 4.05 7.75 60 .111 J80 .182 .081 0.101 2.15 0.12 N | ||
to 0 078 .085 078 FINAL DIAL DISPLACEF ENTS (This incren ent--IN) g .096 .107 .102 TOTAL DIAL DISPLACEF ENTS (IN.) | |||
Y P | |||
t g3 REMARKS: | |||
Y | |||
g3 REMARKS: | |||
CONSUMERS POWER COMPANY | CONSUMERS POWER COMPANY | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | ||
| Line 2,096: | Line 1,208: | ||
0 CHECKER c'.LT/D.C. FILE 2190 F GOLDBERG,ZOINO DUNNICLIFF 8 ASSOCIATES,lNC. | 0 CHECKER c'.LT/D.C. FILE 2190 F GOLDBERG,ZOINO DUNNICLIFF 8 ASSOCIATES,lNC. | ||
CONSULTAN TS IN GEOTECHNIC ENGINEERING | CONSULTAN TS IN GEOTECHNIC ENGINEERING | ||
I | I | ||
! t | ! t s . | ||
s . | |||
SHEET _3 CF 18 PLATE LOAD TEST - | SHEET _3 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE ,o., are no =r e , in c .=s: r8ENCH | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE ,o., are no =r e , in c .=s: r8ENCH | ||
| Line 2,107: | Line 1,216: | ||
A | A | ||
@(fN iN) "Ef, f4 5" " | @(fN iN) "Ef, f4 5" " | ||
" NO. | " NO. | ||
ELE T) 4.0b 063C/ 0 0 111 .180 ,182 0 0.101 2.15 0.12, T = 19.7 C 7.73 0.7 1/2 .208 .277 .268 .093 2.25 1.0 1 .217 .286 .279 .102 2.26 1.4 2 .227 .294 ,288 .112 2.26 2.0 4 233 .30? ,296 .119 2.28 2.2 5 .240 .305 ,298 123 2.28 3.2 10 .247 .312 J07 131 2.29 3.9 15 .253 .318 .312 .137 2.30 T = 19.8 C 5.5 30 264 .326 J21 .146 2.31 5.7 45 .273 .332 329 .154 2.32 7.8 60 .278 .338 .333 .159 2.33 8.7 75 .281 .342 .337 .162 2.33 7.73 9.5 90 .285 .344 340 .165 0.266 2.33 0.30 N T = 19.9 C ro iG .174 .164,158 O . FINAL DIAL DISPLACE 1ENTS (This increcierA -- IN.) | ELE T) 4.0b 063C/ 0 0 111 .180 ,182 0 0.101 2.15 0.12, T = 19.7 C 7.73 0.7 1/2 .208 .277 .268 .093 2.25 1.0 1 .217 .286 .279 .102 2.26 1.4 2 .227 .294 ,288 .112 2.26 2.0 4 233 .30? ,296 .119 2.28 2.2 5 .240 .305 ,298 123 2.28 3.2 10 .247 .312 J07 131 2.29 3.9 15 .253 .318 .312 .137 2.30 T = 19.8 C 5.5 30 264 .326 J21 .146 2.31 5.7 45 .273 .332 329 .154 2.32 7.8 60 .278 .338 .333 .159 2.33 8.7 75 .281 .342 .337 .162 2.33 7.73 9.5 90 .285 .344 340 .165 0.266 2.33 0.30 N T = 19.9 C ro iG .174 .164,158 O . FINAL DIAL DISPLACE 1ENTS (This increcierA -- IN.) | ||
g .270 .2 71 .260 TOTAL SIAL DISPLACEME4TS (IN.) | g .270 .2 71 .260 TOTAL SIAL DISPLACEME4TS (IN.) | ||
D | D | ||
~ | ~ | ||
Y R EM ARKS: | Y R EM ARKS: | ||
N . | N . | ||
CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I B 2 WEIGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN | CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I B 2 WEIGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN | ||
: 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST | : 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST | ||
' AMs= 188 | ' AMs= 188 o Msf - - 11628 LOCATION.TANKIARM. TEST SERIES E (EASI) NO. _ PL- 1 m N ELEVATION 627,7 O A DATE 6/27/79 | ||
o Msf - - 11628 LOCATION.TANKIARM. TEST SERIES E (EASI) NO. _ PL- 1 m N ELEVATION 627,7 O A DATE 6/27/79 | |||
* TECH. J.E./ J.K. | * TECH. J.E./ J.K. | ||
5 GOLDDERG,ZOINO,0Uf'NICLIFF fl ASSOCIATES,lNC. | 5 GOLDDERG,ZOINO,0Uf'NICLIFF fl ASSOCIATES,lNC. | ||
CHECKER c.L./D.C. FILE 2190 F CONSULTANTS IN GEOTrICilNIC EilGif4EERING | CHECKER c.L./D.C. FILE 2190 F CONSULTANTS IN GEOTrICilNIC EilGif4EERING | ||
SHEET 4 (OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG EERS LEVEL MEASUREM NS PIANO WIREf REMARK ITOMM/i Er=P%^ itNVitY"'88'' "ENi'" | SHEET 4 (OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG EERS LEVEL MEASUREM NS PIANO WIREf REMARK ITOMM/i Er=P%^ itNVitY"'88'' "ENi'" | ||
,B NCH 7.73+ 6 / 0 285 .344 .340 | ,B NCH 7.73+ 6 / 0 285 .344 .340 | ||
%! =T!PT'M M MISWa"3"r N O. | %! =T!PT'M M MISWa"3"r N O. | ||
0 0.266 2.33 0.30 T= 19.90C 11.41 0.7 1/2 .3 M _ 435 .426 .089 | 0 0.266 2.33 0.30 T= 19.90C 11.41 0.7 1/2 .3 M _ 435 .426 .089 2.43 1.0 1 .3 % ,449 .439 .103 2.44 1.4 .2 400 ,459 ,451 .114 2.45 2.0 4 ,415 ,472 .466 ,128 2.47 2.2 5 ,419 ,476 469 .132 2.47 3.2 10 433 490 485 .146 2.49 3.9 15 445 ,498 ,494 156 2.50 5.5 30 ,460 514 .511 ,172 2.51 6.7 45 ,470 J25 ,522 .183 2.52 7.8 60 476 5 31 528 .189 2.53 T= 20. 30C 8.7 75 A83 437 535 .195 2.53 9.5 90 ,491 .544 .54 2 ,203 2.54 j 10.2 105 ,496 ,550 ,547 208 2.55 | ||
2.43 1.0 1 .3 % ,449 .439 .103 2.44 1.4 .2 400 ,459 ,451 .114 2.45 2.0 4 ,415 ,472 .466 ,128 2.47 2.2 5 ,419 ,476 469 .132 2.47 3.2 10 433 490 485 .146 2.49 3.9 15 445 ,498 ,494 156 2.50 5.5 30 ,460 514 .511 ,172 2.51 6.7 45 ,470 J25 ,522 .183 2.52 7.8 60 476 5 31 528 .189 2.53 T= 20. 30C 8.7 75 A83 437 535 .195 2.53 9.5 90 ,491 .544 .54 2 ,203 2.54 j 10.2 105 ,496 ,550 ,547 208 2.55 | |||
? 11.0 120 J00 5 54 553 .213 2.56 | ? 11.0 120 J00 5 54 553 .213 2.56 | ||
,D 11.41 11.2 T= 20.20c 125 ,501 ,555 .554 .214 0.480 2.56 4 0.53 O .216 , 211 ,214 | ,D 11.41 11.2 T= 20.20c 125 ,501 ,555 .554 .214 0.480 2.56 4 0.53 O .216 , 211 ,214 | ||
-d FINAL DIAL DIS PLACENENTS (This i acremea t --Id .) | -d FINAL DIAL DIS PLACENENTS (This i acremea t --Id .) | ||
.486 .482 .474 TOTAL DI AL DISPLACENENTS D (IN.) | .486 .482 .474 TOTAL DI AL DISPLACENENTS D (IN.) | ||
| Line 2,143: | Line 1,243: | ||
: 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST 2! | : 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST 2! | ||
Aus= 282 DATA SHEET Msf = 11722 LOCATION IANK FARM TEST SERIES | Aus= 282 DATA SHEET Msf = 11722 LOCATION IANK FARM TEST SERIES | ||
:n (EASI) NO. PL- 1 | :n (EASI) NO. PL- 1 | ||
" to ELEVATION,627.7 m DATE 6/27/79 | " to ELEVATION,627.7 m DATE 6/27/79 9 TECH. J . F./J . K. | ||
9 TECH. J . F./J . K. | |||
5 CHECKER c.L. /n.c. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF G ASSOCIATES,1NC. | 5 CHECKER c.L. /n.c. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF G ASSOCIATES,1NC. | ||
CONSULTANTS IN GEOTECHNIC ' NGINEERING E | CONSULTANTS IN GEOTECHNIC ' NGINEERING E | ||
i . i 1 | i . i 1 t | ||
t | |||
SHEET 5 OF 18 PLATE LOAD TEST - | SHEET 5 OF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG NEERS LEVEL MEASUR MEN S | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG NEERS LEVEL MEASUR MEN S PIANO wtRE/3 , ;, BENCH REMARK | ||
PIANO wtRE/3 , ;, BENCH REMARK | |||
[jTiuff ELg Dog A Of BOIA C 11.41*010/ | [jTiuff ELg Dog A Of BOIA C 11.41*010/ | ||
(I ) lNI Eh'Is uN ahY [h N O. | (I ) lNI Eh'Is uN ahY [h N O. | ||
| Line 2,170: | Line 1,259: | ||
0.77 t | 0.77 t | ||
q) .241.248 260 FINAL DI AL DIS PLACEM::NTS ( rhis I acreme it --IN .) | q) .241.248 260 FINAL DI AL DIS PLACEM::NTS ( rhis I acreme it --IN .) | ||
.2 .3 . 34 1 | .2 .3 . 34 1 | ||
; | ; | ||
| Line 2,181: | Line 1,269: | ||
; A N ELEVATION 627.7i DATE 6/27/79 9 O TECH. J.P?)J.R. I 0 CHECKER C.L. /D.c. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,INC. | ; A N ELEVATION 627.7i DATE 6/27/79 9 O TECH. J.P?)J.R. I 0 CHECKER C.L. /D.c. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,INC. | ||
CONSULTANTS IN GEOTriCHNIC ENGINEERING | CONSULTANTS IN GEOTriCHNIC ENGINEERING | ||
i , | i , | ||
SHEET 6 cp 18 PLATE LOAD TEST - | SHEET 6 cp 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIREf ENGINEERSMVEL MEASUREMENTS LOAD DIAL CHANGESETTLEMEN1 etait PLa't | FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIREf ENGINEERSMVEL MEASUREMENTS LOAD DIAL CHANGESETTLEMEN1 etait PLa't | ||
* min P mrc s'mMwYBENCH | * min P mrc s'mMwYBENCH (TONS)*fd [u'$'U$)# U/ inh 8N)[#'C gg UN) 8'NjI,Es st[ rdQ g M | ||
(TONS)*fd [u'$'U$)# U/ inh 8N)[#'C gg UN) 8'NjI,Es st[ rdQ g M | |||
N O. | N O. | ||
15.16+124;/ 0 743 .803 ,814 0 0.730 2.80 0.77 L8.78 0.7 1/2 .817 ,874 .889 .073 2.89 1.0 1 ,837 .894 .910 .101 2.90 1.4 2 859 .916 .932 .116 -- | 15.16+124;/ 0 743 .803 ,814 0 0.730 2.80 0.77 L8.78 0.7 1/2 .817 ,874 .889 .073 2.89 1.0 1 ,837 .894 .910 .101 2.90 1.4 2 859 .916 .932 .116 -- | ||
2.0 4 884 .939 .957 .140 2.95 2.2 5 *$3f ',$d %] .151 | 2.0 4 884 .939 .957 .140 2.95 2.2 5 *$3f ',$d %] .151 | ||
* Dials Reset | * Dials Reset 3.2 10 .577 .606 .641 .177 2.99 3.9 15 .595 .625 660 .195 3.01 5.5 30 ,626 .655 .693 .227 3.05 6.7 45 .645 .673 .713 246 3.07 T= 24.0"C 7.8 60 655 ,685 .725 .257 3.08 8.7 75 .664 .694 ,735 .266 3.10 9.5 90 670 ,700 742 273 3.11 T= 22.3 C y 10.2 105 .676 ,706 .74 8 279 1.009 3.11 1.08 0.996 b 2 7. 71 ? Survey (Bechtel) on h 11.0 120 .684 .713 4755 .286 3.12 30" Plate, b 18.78 11.6 135 .687 .716 759 .290 1.020 3.12 1.09 | ||
3.2 10 .577 .606 .641 .177 2.99 3.9 15 .595 .625 660 .195 3.01 5.5 30 ,626 .655 .693 .227 3.05 6.7 45 .645 .673 .713 246 3.07 T= 24.0"C 7.8 60 655 ,685 .725 .257 3.08 8.7 75 .664 .694 ,735 .266 3.10 9.5 90 670 ,700 742 273 3.11 T= 22.3 C y 10.2 105 .676 ,706 .74 8 279 1.009 3.11 1.08 0.996 b 2 7. 71 ? Survey (Bechtel) on h 11.0 120 .684 .713 4755 .286 3.12 30" Plate, b 18.78 11.6 135 .687 .716 759 .290 1.020 3.12 1.09 | |||
.286 .283 ,299 | .286 .283 ,299 | ||
__ FINAL DI AL DISPLACEFENTS (This i acremeat- IN ) | __ FINAL DI AL DISPLACEFENTS (This i acremeat- IN ) | ||
| Line 2,208: | Line 1,287: | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS 18 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS 18 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | ||
: 2. MICROSTRAIN READINGS: Mal = 11440 PLATE LOAD TEST g g, , 471 D ATA SHEET 2! | : 2. MICROSTRAIN READINGS: Mal = 11440 PLATE LOAD TEST g g, , 471 D ATA SHEET 2! | ||
Msf = 11911 LOCATION . TANK FARM TEST SERIES | Msf = 11911 LOCATION . TANK FARM TEST SERIES m N (EAST) NO. _ PL- I | ||
m N (EAST) NO. _ PL- I | |||
"' M ELEVATION 627.71 DATE 6/27/79 5 TECH. J . F'. /J . K . | "' M ELEVATION 627.71 DATE 6/27/79 5 TECH. J . F'. /J . K . | ||
D CHECKER c.L./n.c. FILE 2190 F GOLDBERG.ZOINO,DUNNICLIFF D- ASSOCIATES,lNC. | D CHECKER c.L./n.c. FILE 2190 F GOLDBERG.ZOINO,DUNNICLIFF D- ASSOCIATES,lNC. | ||
CONSULTAN TS IN GEOT ECHNIC ENGINEERING | CONSULTAN TS IN GEOT ECHNIC ENGINEERING | ||
SHEET 7 CF 18 PLATE LOAD TEST - | SHEET 7 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO WIREg p NA SETTLEMEE - PLair PL aT E P i=T e *=TC a"58*adwf 8ENCH UONSN% [*(N)* tNY t'"Y '" | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO WIREg p NA SETTLEMEE - PLair PL aT E P i=T e *=TC a"58*adwf 8ENCH UONSN% [*(N)* tNY t'"Y '" | ||
N (L TN)CHANGE(lN) n e stT e ELE FT: | N (L TN)CHANGE(lN) n e stT e ELE FT: | ||
18.7 & 1500/ 0 .687 .716 .759 0 1.020 3.12 1.09 22.46 0.71 1/2 .728 ,753 E01 .040 3.17 1.0 1 ,738 ,765 ,812 .051 3.19 1.41 2 ,751 .778 ,826 .064 3.20 2.0 4 ,770 .797 845 .083 3.21 T = 22.8 C 2.45 6 .785 .812 E60 .098 3.23 3.16 10 ,807 835 E83 .121 3.25 ~ | |||
3.87 15 .825 .852 .902 .139 3.27 5.48 30 .855 .885 .935 .171 3.30 6.71 45 .877 .907 gq* ,193 3.32 7.75 60 ,897 .928 | 3.87 15 .825 .852 .902 .139 3.27 5.48 30 .855 .885 .935 .171 3.30 6.71 45 .877 .907 gq* ,193 3.32 7.75 60 ,897 .928 | ||
* Reset.956s603 425 ,214 3.34 T = 23.4 C 8.66 75 .907 N637 .225 3.35 mgeset,939 733 9.49 90 ,916 ,756 645 .231 3.36 T = 23.2 C 10.24 105 ,924 .764 653 .239 3.37 N 10.95 120 'yQ* ,769 b60 .245 3.38 | * Reset.956s603 425 ,214 3.34 T = 23.4 C 8.66 75 .907 N637 .225 3.35 mgeset,939 733 9.49 90 ,916 ,756 645 .231 3.36 T = 23.2 C 10.24 105 ,924 .764 653 .239 3.37 N 10.95 120 'yQ* ,769 b60 .245 3.38 | ||
* Reset.9305328 N 11.6 135 .337 ,777 468 ,254 O 3.38 g 12.2 150 ,345 .789 480 .264 3.39 4 22.46 12.6 160 .349 .794 686 ,269 3.40 LO L REMARKS: | * Reset.9305328 N 11.6 135 .337 ,777 468 ,254 O 3.38 g 12.2 150 ,345 .789 480 .264 3.39 4 22.46 12.6 160 .349 .794 686 ,269 3.40 LO L REMARKS: | ||
Y N 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDE" CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN | Y N 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDE" CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN | ||
: 2. MICROSTRAIN READINGS: Mai = 11440 N AMs= 565 D ATA SHEET o Msf - - 12005 LOCATION TANKfARM. TEST SERIES E ___JEA SI) N O. PL-l M N ELEVATION 627.71 DATE 6/27/79 O T TECH. J.P77J.K. | |||
: 2. MICROSTRAIN READINGS: Mai = 11440 N AMs= 565 D ATA SHEET | |||
o Msf - - 12005 LOCATION TANKfARM. TEST SERIES E ___JEA SI) N O. PL-l M N ELEVATION 627.71 DATE 6/27/79 O T TECH. J.P77J.K. | |||
0 CHECKER c.L./D.C. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,lNC. | 0 CHECKER c.L./D.C. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,lNC. | ||
CONSULTANTS IN GEOTECilNIC ENGINEERING | CONSULTANTS IN GEOTECilNIC ENGINEERING | ||
SHEET 8 CF 18 PLATE LOAD TEST - | SHEET 8 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASueJMENTS LOAD PIANO WIRE / '"' '"'* '"' $ "' "" | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASueJMENTS LOAD PIANO WIRE / '"' '"'* '"' $ "' "" | ||
| Line 2,247: | Line 1,313: | ||
] | ] | ||
1.292 1.29: 1.32] TOTAL D (AL DESPLACl:MENTS (IN.) | 1.292 1.29: 1.32] TOTAL D (AL DESPLACl:MENTS (IN.) | ||
N is | N is | ||
.o O. | .o O. | ||
| Line 2,258: | Line 1,323: | ||
9 CHECKER C.L./D.C. FILE 2190 F 5 GOLDOERG,ZOINO,DUr4NICLIFF D ASSOCI ATES,lNC. | 9 CHECKER C.L./D.C. FILE 2190 F 5 GOLDOERG,ZOINO,DUr4NICLIFF D ASSOCI ATES,lNC. | ||
CONSULTAtliS IN GEOTr,:CHNIC ErlGINEERING | CONSULTAtliS IN GEOTr,:CHNIC ErlGINEERING | ||
SHEET 9 CF 18 PLATE LOAD TEST - | SHEET 9 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASURE A1ENTS LOAO PIANO WIRE / L | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASURE A1ENTS LOAO PIANO WIRE / L | ||
| Line 2,287: | Line 1,348: | ||
~ | ~ | ||
SHEET 10 CF18 PLATE LOAD HEST - | SHEET 10 CF18 PLATE LOAD HEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE ENGINEERS LEVEt. MEASUREMENTS OAD SCALE ,Lart PL*Te Posur e Posar c =5T*=r* B E N CH ROM fTONS)TsuyffE D A DIA B DIALC , g, g g ,' , | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE ENGINEERS LEVEt. MEASUREMENTS OAD SCALE ,Lart PL*Te Posur e Posar c =5T*=r* B E N CH ROM fTONS)TsuyffE D A DIA B DIALC , g, g g ,' , | ||
| Line 2,295: | Line 1,355: | ||
* Reset.750=220 29.82 0.7 1/2 .256 588 342 .037 1.0 1 262 .591 350 .04 3 1.4 2 .275 604 363 .056 3.89 2.0 4 .305 634 ,393 .086 2.2 5 .311 647 406 .096 3.92 T = 22.5 C 3.2 10 .360 693 453 .144 3.9 15 .387 .722 481 172 5.5 30 443 ,780 339 229 4.06 6.7 45 A74 ,813 572 261 4.10 7.7 60 496 .835 ;597 .284 4.11 8.7 75 .517 .856 418 305 4.14 9.5 90 ,531 | * Reset.750=220 29.82 0.7 1/2 .256 588 342 .037 1.0 1 262 .591 350 .04 3 1.4 2 .275 604 363 .056 3.89 2.0 4 .305 634 ,393 .086 2.2 5 .311 647 406 .096 3.92 T = 22.5 C 3.2 10 .360 693 453 .144 3.9 15 .387 .722 481 172 5.5 30 443 ,780 339 229 4.06 6.7 45 A74 ,813 572 261 4.10 7.7 60 496 .835 ;597 .284 4.11 8.7 75 .517 .856 418 305 4.14 9.5 90 ,531 | ||
*Q632 .319 | *Q632 .319 | ||
*gesey;870 ,, | *gesey;870 ,, | ||
M 10.2 105 .546 .374 ,647 c0 334 4.15 Reset, | M 10.2 105 .546 .374 ,647 c0 334 4.15 Reset, | ||
| Line 2,304: | Line 1,363: | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I a 2 WElGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I a 2 WElGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN | ||
: 2. MICROSTRAIN READINGS: Mal = 11440 n | : 2. MICROSTRAIN READINGS: Mal = 11440 n | ||
AMs : 753 | AMs : 753 o Msf = 12193 LOCATION TANK FARM TEST SERIES E (EASI) NO. PL-l DATE 6/27/79 Co ELEVATION.627.7 t 9 6 TECH. J.F. /J.K. | ||
o Msf = 12193 LOCATION TANK FARM TEST SERIES E (EASI) NO. PL-l DATE 6/27/79 | |||
Co ELEVATION.627.7 t 9 6 TECH. J.F. /J.K. | |||
D CHECKER c. r.. / 9. C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. ' | D CHECKER c. r.. / 9. C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. ' | ||
CONSULTANTS IN GEOT8ECilNic ENGINEERING | CONSULTANTS IN GEOT8ECilNic ENGINEERING | ||
SHEET 11 C F _18 PLATE LOAD TEST - | SHEET 11 C F _18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " " * " "" " " | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " " * " "" " " | ||
LOAD PIANO WIRE / SCALE''"'' ''' ' ' ' " ' * " " ' " ' * "''""me wr 8 E N CH REMARK | LOAD PIANO WIRE / SCALE''"'' ''' ' ' ' " ' * " " ' " ' * "''""me wr 8 E N CH REMARK | ||
^ C DIAL CHANGESETTLEMEM | ^ C DIAL CHANGESETTLEMEM RONS)#7d sun $^ Oliw")B ojAtu (IN) IIN) 8! e SET u g' j N O. | ||
RONS)#7d sun $^ Oliw")B ojAtu (IN) IIN) 8! e SET u | |||
g' j N O. | |||
EV EL 29.82 13.4 180 612 446 ,719 404 2.103 4.24 2.21 | EV EL 29.82 13.4 180 612 446 ,719 404 2.103 4.24 2.21 | ||
.392 407 413 FINAL DI.(L DISPLACEMINTS (This incremei t t r-- Ili.) | .392 407 413 FINAL DI.(L DISPLACEMINTS (This incremei t t r-- Ili.) | ||
| Line 2,333: | Line 1,381: | ||
CONSUMERS POWER COMPANY | CONSUMERS POWER COMPANY | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WElGHT OF LOADING APPARATUS. MID L AND,M!CHIG AN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WElGHT OF LOADING APPARATUS. MID L AND,M!CHIG AN | ||
: 2. MICROSTHAIN READINGS: Msl = 11440 Aus= 753 D ATA SHEET | : 2. MICROSTHAIN READINGS: Msl = 11440 Aus= 753 D ATA SHEET 3 | ||
g Msf = 12193 LOCATION . LANK FARM TEST SERIES | |||
:n (EAST) N O. PL - l | :n (EAST) N O. PL - l | ||
" O 1 | " O 1 | ||
| Line 2,342: | Line 1,389: | ||
CONSULTANTS IN GEOTECllr11C ENGINEERING | CONSULTANTS IN GEOTECllr11C ENGINEERING | ||
SHEET 12 CF 18 PLATE LOAD TEST - | SHEET 12 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRgf DIAL CHANGESETTLEMEN . Ptarr ' Lait * 'ai e * 'wi C a "' BENCH R RK RONS)Tsuyg E O AD 8 0tA C (W) N) M e stT P | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRgf DIAL CHANGESETTLEMEN . Ptarr ' Lait * 'ai e * 'wi C a "' BENCH R RK RONS)Tsuyg E O AD 8 0tA C (W) N) M e stT P | ||
| Line 2,356: | Line 1,402: | ||
* Dial reset 6.7 45 ,497 .829 414 ,373 4.63 ' | * Dial reset 6.7 45 ,497 .829 414 ,373 4.63 ' | ||
7.7 60 519 ,854 ,640 ,397 4.65 T=21.90C 8.7 75 .537 .874 458 416 4.67 9.5 90 ,,555 *$,677 434 4.68 y | 7.7 60 519 ,854 ,640 ,397 4.65 T=21.90C 8.7 75 .537 .874 458 416 4.67 9.5 90 ,,555 *$,677 434 4.68 y | ||
10.2 105 ,571 293 ,693 ,450 | 10.2 105 ,571 293 ,693 ,450 | ||
% $7at 1:15 4.70 N 10.9 120 581 ,304 ,703 ,460 O 4.71 g 11.6 135 591 313 ,713 470 4.72 | % $7at 1:15 4.70 N 10.9 120 581 ,304 ,703 ,460 O 4.71 g 11.6 135 591 313 ,713 470 4.72 | ||
| Line 2,368: | Line 1,413: | ||
D CHECKER C.L./D.C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF O ASSOCIATES,1NC. | D CHECKER C.L./D.C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF O ASSOCIATES,1NC. | ||
CONSULTANTS IN GEOTECllNIC ENGINEERING | CONSULTANTS IN GEOTECllNIC ENGINEERING | ||
SHEET 13 CF 18 PLATE LOAD TEST - | SHEET 13 CF 18 PLATE LOAD TEST - | ||
| Line 2,378: | Line 1,422: | ||
N O* | N O* | ||
9 N | 9 N | ||
? | ? | ||
r-. | r-. | ||
| Line 2,388: | Line 1,430: | ||
Msf = 12287 LOCATION IANitrActW_ TEST SERIES 8 | Msf = 12287 LOCATION IANitrActW_ TEST SERIES 8 | ||
:n (EAST) | :n (EAST) | ||
NO. PL-l | NO. PL-l | ||
" y 27.71 DATE 6/27/79 5 A ELEVATION.g/J.K. | " y 27.71 DATE 6/27/79 5 A ELEVATION.g/J.K. | ||
| Line 2,394: | Line 1,435: | ||
5 CHECKER C L-/D C- FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. | 5 CHECKER C L-/D C- FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. | ||
CONSULTANTS IN GEOTECHNIC' ENGINEERING | CONSULTANTS IN GEOTECHNIC' ENGINEERING | ||
SHEET 14 CF 18 PLATE LOAD TEST - | SHEET 14 CF 18 PLATE LOAD TEST - | ||
| Line 2,403: | Line 1,443: | ||
33.5(H 2:50 0 615 .338 .298 0 2.598 4.75 2.72 T=21.90C 37.18 0.7 1/2 648 .375 .338 .037 - | 33.5(H 2:50 0 615 .338 .298 0 2.598 4.75 2.72 T=21.90C 37.18 0.7 1/2 648 .375 .338 .037 - | ||
1.0 1 659 .387 .349 . 0'4 8 - | 1.0 1 659 .387 .349 . 0'4 8 - | ||
1.4 2 683 411 .372 .072 4.83 | 1.4 2 683 411 .372 .072 4.83 2.0 4 709 440 ,401 .100 4.85 T=21.80C 2.2 5 719 449 411 109 - | ||
2.0 4 709 440 ,401 .100 4.85 T=21.80C 2.2 5 719 449 411 109 - | |||
3.2 10 767 ,500 460 .159 4.92 3.9 15 ,821 556 .517 .214 4.93 5.5 30 ,830. 573 532 .228 - | 3.2 10 767 ,500 460 .159 4.92 3.9 15 ,821 556 .517 .214 4.93 5.5 30 ,830. 573 532 .228 - | ||
6.7 45 ,878" 5.03i 570 626 .585 * *279 5.13 | 6.7 45 ,878" 5.03i 570 626 .585 * *279 5.13 | ||
| Line 2,416: | Line 1,453: | ||
: 2. MICROSTRAIN READINGS | : 2. MICROSTRAIN READINGS | ||
* Mel = 11440 AMs= 941 3 Msf = 12381 LOCATION TANK FAma TEST SERIES | * Mel = 11440 AMs= 941 3 Msf = 12381 LOCATION TANK FAma TEST SERIES | ||
'o (EAST) NO. _ PL- 1 "5 Z ELEVATION 627.71 DATE 6/27/79 9 3 TECH. J . F . /J . K . | 'o (EAST) NO. _ PL- 1 "5 Z ELEVATION 627.71 DATE 6/27/79 9 3 TECH. J . F . /J . K . | ||
0 CHECKER C.L./D.C. FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. | 0 CHECKER C.L./D.C. FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. | ||
CONSULTANTS IN GEOTECHNICr ENGINEERING | CONSULTANTS IN GEOTECHNICr ENGINEERING | ||
SHEET 15 CF 18 PLATE LOAD TEST - | SHEET 15 CF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRE/ PLarr *L *T E Poiar | FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRE/ PLarr *L *T E Poiar | ||
* Po'" C '"5 mad"8ENCH p | * Po'" C '"5 mad"8ENCH p | ||
" asAL CHANGESETTLEMEE (TONS)Md SuT*gN)" 0/inI8U/^n')c (IN) 13.4 180 742 808 .766 458 (IN) *!h,k sa[ft hT | " asAL CHANGESETTLEMEE (TONS)Md SuT*gN)" 0/inI8U/^n')c (IN) 13.4 180 742 808 .766 458 (IN) *!h,k sa[ft hT E | ||
NO. | |||
37.18 14.0 195 .750 .818 .775 .467 3.065 5.33 3.20 | 37.18 14.0 195 .750 .818 .775 .467 3.065 5.33 3.20 | ||
.443 480 477 FINAL D: AL DJ SPLACEMENTS Chis Increme it-IN | .443 480 477 FINAL D: AL DJ SPLACEMENTS Chis Increme it-IN | ||
| Line 2,445: | Line 1,477: | ||
D CHECKER c.L./D.C. FILE 2190 F GOLDDERG,ZOINO,DUf4NICLIFF B ASSOCIATES,1NC. | D CHECKER c.L./D.C. FILE 2190 F GOLDDERG,ZOINO,DUf4NICLIFF B ASSOCIATES,1NC. | ||
COf4SULTANTS IN GEOT CCHNIC ENGINEERING | COf4SULTANTS IN GEOT CCHNIC ENGINEERING | ||
SHEET 16 OF 18 PLATE LOAD TEST - | SHEET 16 OF 18 PLATE LOAD TEST - | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE LOAD PIANO WlREgj '''" ENGINEERS LEVEL MEASUREMEt4TS | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE LOAD PIANO WlREgj '''" ENGINEERS LEVEL MEASUREMEt4TS | ||
| Line 2,465: | Line 1,495: | ||
.028 10 724 789 .746 5.29 | .028 10 724 789 .746 5.29 | ||
.028 24.91 15 ,724 ,789 ,746 3.037 5.29 3.15 | .028 24.91 15 ,724 ,789 ,746 3.037 5.29 3.15 | ||
.028 N | .028 N | ||
M N | M N | ||
O. | O. | ||
m 4 | m 4 | ||
F t | F t | ||
R EM AR KS: | R EM AR KS: | ||
| Line 2,478: | Line 1,506: | ||
: 3. Final dial readings for final load increment were: A=.750; Bs918; c=J75. | : 3. Final dial readings for final load increment were: A=.750; Bs918; c=J75. | ||
m Load was allowed to fall off, but it failed to stabilize. Jacking was EL T ON 627.7 + | m Load was allowed to fall off, but it failed to stabilize. Jacking was EL T ON 627.7 + | ||
~ | ~ | ||
ATE /27/79 c resumed at 5.0 TSFt. Time interval begun when load cell reached 12067. | ATE /27/79 c resumed at 5.0 TSFt. Time interval begun when load cell reached 12067. | ||
| Line 2,487: | Line 1,514: | ||
FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " * " """ | FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " * " """ | ||
LOAD PIANO WIRE / SCALEPLatt | LOAD PIANO WIRE / SCALEPLatt | ||
* Lait * '"i e * '"i c a'Ummew' BENCH REMARK DA DA asALcHANGESETTLEMOC (TONS)*f/i E u Dg}A 1w 1g (m) (lN) n! e sti b EL | * Lait * '"i e * '"i c a'Ummew' BENCH REMARK DA DA asALcHANGESETTLEMOC (TONS)*f/i E u Dg}A 1w 1g (m) (lN) n! e sti b EL fT l N O. | ||
fT l N O. | |||
24.914 0 724 ,789 746 o 3.03/ 5.28 3.'15 tinloadine 12.64 1/2 ,675 ,740 ,.696 | 24.914 0 724 ,789 746 o 3.03/ 5.28 3.'15 tinloadine 12.64 1/2 ,675 ,740 ,.696 | ||
_ o49 | _ o49 1 - - - - | ||
1 - - - - | |||
2 669 ,734 .690 .055 5.23 T = 20.7 c 4 ,668 ,733 489 .057 5.22 5 ,667 ,733 ,689 | 2 669 ,734 .690 .055 5.23 T = 20.7 c 4 ,668 ,733 489 .057 5.22 5 ,667 ,733 ,689 | ||
.057 - | .057 - | ||
| Line 2,501: | Line 1,523: | ||
0 0 | 0 0 | ||
') | ') | ||
7 N | |||
7 | T t | ||
to R EM AR KS: | |||
R EM AR KS: | |||
CONSUMERS POWER COMPANY | CONSUMERS POWER COMPANY | ||
: 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I Sk 2' WEIGHT OF LOADING APPARATUS. MIDLAND,MICHlGAN | : 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I Sk 2' WEIGHT OF LOADING APPARATUS. MIDLAND,MICHlGAN | ||
,$ 2. MicROSTRAIN READINGS: Mel = 11440 PUMWMMM 3 y, , 3g DATA SHEET 2! | ,$ 2. MicROSTRAIN READINGS: Mel = 11440 PUMWMMM 3 y, , 3g DATA SHEET 2! | ||
g y ,9 = 11754 LOCATION | g y ,9 = 11754 LOCATION | ||
:D JEASI) JANK FARM NO._ TEST PL-l SERIES | :D JEASI) JANK FARM NO._ TEST PL-l SERIES | ||
* ELEVATION.627.7 DATE 6/27/79 O TEC H. .l .F. /J. K. | * ELEVATION.627.7 DATE 6/27/79 O TEC H. .l .F. /J. K. | ||
5 CHECKER c.L. /D.C. , FILE 2190 F GOLDOERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. | 5 CHECKER c.L. /D.C. , FILE 2190 F GOLDOERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. | ||
CONSULTANTS IN GEOTECHNIC ENGINEERING | CONSULTANTS IN GEOTECHNIC ENGINEERING | ||
SHEET 18 r,p 18 PLATE LOAD TEST - | SHEET 18 r,p 18 PLATE LOAD TEST - | ||
| Line 2,534: | Line 1,548: | ||
5 ,400 .432 419 ,270 2.701 - | 5 ,400 .432 419 ,270 2.701 - | ||
2.84 627. 553 [hsp*If30P'f5te) p 10 ,384 ,420 ,406 | 2.84 627. 553 [hsp*If30P'f5te) p 10 ,384 ,420 ,406 | ||
-284 4.90 15 .378 414 400 .290 4.89 7:43 30 ,368 ,403 391 .300 4.88 0 8:18 65 ,356 .393 .383 -310 2.661 4.87 2.84 End of test PL-1 | -284 4.90 15 .378 414 400 .290 4.89 7:43 30 ,368 ,403 391 .300 4.88 0 8:18 65 ,356 .393 .383 -310 2.661 4.87 2.84 End of test PL-1 N | ||
N N | N N | ||
O. | |||
9 N | 9 N | ||
w P | w P | ||
t to REMARKS: | t to REMARKS: | ||
CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WElGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN Mel = | CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WElGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN Mel = | ||
: 2. MICR0 STRAIN READINGS: 11440 PL ATE LOAD TEST 2! | : 2. MICR0 STRAIN READINGS: 11440 PL ATE LOAD TEST 2! | ||
3 g, , _ | 3 g, , _ | ||
Revision as of 20:33, 31 January 2020
| ML19329E953 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/30/1979 |
| From: | GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO |
| To: | |
| References | |
| 2190F, NUDOCS 8006190714 | |
| Download: ML19329E953 (39) | |
Text
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_ , MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 gy 3 a ,,y TMS SushmTTAL SurtPSICES THE PREVIOUS SusanTT AL IN ITS (NTinETv. 8 AN RN' '
- 0 TMS EUMTAL .ICMfDCS oneLY TMAT PART or TME - ? ' ' '. 88 '
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s.e,.nas. Prepared for: Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan RECORD PRINT , u Prepared by: Goldberg, Zoino, Dunnicliff & Associates, Inc. 30 Tower Road Newton Upper Falls, Massachusetts M;' h }{E{*9 Maoig g3g File No. 2190F THIS DOCUMENT CONTAINS P00R QUAUTY PAGES 3 8000190 7/
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CONSUMERS POWER COMPANY. MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN PLATE LOAD TEST PL-1 TABLE OF CONTENTS No. af Pages ~ 1.0 Photographs of Plate Load Test _ 10 __ - 2.0 Load vs Settlement Plot 1 Time vs Compression Plot 2 3.0 Field Data 19 I 4 o n. o 7 " o 79 14-2
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g Steel structure with bracing readied for concrete blcck dead load. Note grey 24-inch steel section to be used as reac . ion beam. CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 MIDLAND, MICHIGAN PHOTOGRAPHS OF 1 l PLATE LOAD TEST l TEST NO. 1 DATE JUNE 1979 PHOTOGRAPHER DWC REVIEWER - GOLDBERG,ZOINO,0UNNICLIFF 8 ASSOCIATES,lNC. FILE NO. 2190 F CONSULTANTS IN GEOTECHNi@A6 JR_%@MJ!3FdMhm _n _sm_n_a_ __ _.
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E 7220 C 79-14-2
OW e O LOAD VS SETTLEMENT PLOT l l l l l
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nQ . oo zr STRESS (TSF) NOTES: Ce g g 3 4 $ g 7 rm 1. ALL SETTLEMENTS O
-42 CALCULATED AT END OF g* v
$,N Q LOADING INTERVAL. ^
s LOAD -- M 2. CRITERIA FOR DETERMINING N ~~ m9 DURATION OF LOADING \ -
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INTERVAL AS FOLLOWS: N SETTLEMENT -- e)O.OOi INCHES (i) OR LESS N co DISPLACEMENTIN A O.5 1 1
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l mC S MIN.lNTERVAL.OR: N O2 b) CONSTANT (t) R ATE OF \ ME nO DISPLACEMENT AFTER 3 HOUR INTERVAL.
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k I 2C c) MINIMUM DURATION: 60 MIN. N 3M 3. STRESS BASED ON PL ATE ' o' AREA OF 4.909 f t2 l.0 \ . p9D ( 30" DI AM ) . a l 4. LOADS CALCUL ATED Z
$" FROM LOAD CELL READINGS. ALSO O \
Qo 2 o INCLUDES WElGHT F \ - mg OF LOADING APPARATUS. 2 $ m -1 W mm 21.5 \ E." W
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- MIDLAND, MICHIGAN tu
- PLATE LOAD TEST g TIME VS. COMPRESSION CURVES 2 u. LOCATION TANK FARM TEST SERIES (EAST) N O. PL-l ELEVATION 627.7t D ATE JULY 1979 TECH. JK . JF GOLDBERG,ZOINO,0UNNICLIFF S ASSOCIATES,1NC. REVIEWER CAL FILE A-2190 F 17 CONSULTANTS IN GEOTECHNICAL ENGINEERING 7Pn C 79-3 4-2
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0 t a b E' G. l 7220-C-7914 2 9
~ - - -- w --
FIELD DATA 20 7220-C 79-14-2
PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP 6/26/79 DWC/JSF/JK/ CAL Run 6/27/79 , TEST PLOTTED . 6/?R/74 CAL INITIAL REVIEW 7/1/70 CAL 1 CHECKED f/M/W ' C CORRECTIVE ACTION FINAL REVIEW 7 " TEST EQUIPMENT PLATE OR PLATES USED 30" - 24" - 18" DIAL A INDICATOR MODEL #2 - CRIM-1000 S ER. NO. 010 DIAL B INDICATOR MODEL #2 - CR100-1000 S ER. NO. 011 DIAL C INDICATOR MODEL #2 - CR-100-10,0_0 SER. NO. 012 HYDRAULIC JACK MODEL -- S ER. NO. 1 CAPACITY 50 Ton PRESSURE GAUGE MODEL -- S ER. NO. -- LOAD CELL MODELDavisson SER. NO. 713 CAL. FACTOR 25.56/ LOAD CELL READOUT 900757 Ton MODEL BLH (SR-4) S ER. NO. TYPE N TOTAL WElGHT OF TEST SYSTEM 717 l ', . SYSTEM WEIGHTS 50 TON JACK ASSEMBLY (JACK,SWlVEL, AND PLATE) 120 lbs. / SHIMS A 10 lbs. / LOAD CELL . SWIVEL and PLATE 78 t h s, / 3 30" DI A. PL ATE 206 / C 181 s. / l b s. D '18 . lby . / 24" DIA. PLATE 134 lbs. / E p 18" DIA. PLATE 74 lb s. / {_ 10" DI A. PL ATE 33 lb s. l t 6" DIA. PL ATE 23 lb s. 12"x 12" PLATE 42 lbs. / CONSUMERS POWER COMPANY Steel plate for wire line rule t o Ib . MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN NOTE: Equipment used designated by /
- PLATE LOAD TEST CHECK LIST )
LOCATION Tank TEST SERIES Farm East -(See Plan) N O. PL-1 ELEVATION 627.7 I DATE 6/27/79 i TECH. JF/ JK - REVIEWER DWC/ CAL FILE 2190 F
- GOLDBERG,ZOINO,DUNNICLIFF S ASSOCIATES,lNC.
CONSULTANTS IN GEOTECHNICAL ENGINEERING 7220-C 79-14-2 m,ar in.n
i i r , . SHEET 1 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " ' " * " "" LOAD DIAL CHANGESETTLEMEm PLANO WIRE / SCALEetas. *L air
- iar a *osar C ==5taund'# D E N CH REMARK (TONS) Tsuyg Q,g oig}A
{ oj,A\ N IN\ (IN) (IN) a e su
- F+ 0500/ ELE 1.60 0 D15 .073 ,080 0 0 2.03 0 627.795 T-19.7 C. Survey 0.71 1/2 ,026 088 .097 .01 4 -
elev on top of 1.0 1 027 089 .098 .015 2.05 lowest plate. 1.4 2 ,027 090 .098 016 2.05 2.0 4 ,028 .090 ,099 .016 2.05 2.2 5 028 ,091 .099 017 2.05 3.2 10 ,028 .091 .100 017 2.05 3.9 15 $ p92 .100 .017 2.05 *28*31 Dial Disturbed 1.60 5.5 30 D33 095 104 020 0.020 2.05 0.02 N h) Q015 Q022 .024 FINAL DIAL DISPLACRMENTS (IN. ) o N
~
P , a Y h3 REMARKS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS
- Mal = 11440 PL ATE LOAD TEST 2!
AMs= 32 DATA SHEET p y,g _ 11472 LOCATION IANK FARM TEST SERIES x .c (EASI) NO. PL- 1
- ELEVATION _627.7! DATE 6/27/79 cc 9 TECH. .1.F.
6 GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,lNC. CHECKER C.L./D fL FILE 2190 F CONSULTANTS IN GEOTECHNIC ErlGINEERING
SHEET 2 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE
,ur , re po.. , ,=c SENCH REMARK liOE' % %^W ini ifA" liA'"E1%^"9$" W -99"I'.""'Ad; M& 6v X a"# A
^ '
- 1. 6% 1530 0 D33 D95 .104 0 0.020 2.05 0.02 T=19.7 C 4 .f, 0.707 1/2 D/9 148 152 .049 2.11 1.00 1 D86 J52 J55 .054 2.11 1.41 2 D88 J55 .159 .057 2.12 -
2.00 4 D91 159 .162 .060 2.12 2.24 5 D92 260 164 .062 2.12 3.16 10 J00 J64 268 .067 2.12 3.87. 15 201 J67 J70 .068 2.13 5.47 30 .107 173 .176 .075 2.13 T=19.7 C 6.71 45 .109 J77 .179 .078 2.14 4.05 7.75 60 .111 J80 .182 .081 0.101 2.15 0.12 N to 0 078 .085 078 FINAL DIAL DISPLACEF ENTS (This incren ent--IN) g .096 .107 .102 TOTAL DIAL DISPLACEF ENTS (IN.) Y P t g3 REMARKS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS: Mel = 11440 , PL ATE LOAD TEST AMs= 94 2!
Msf = 11534 LOCATION JANK FARM- TEST SERIES 8 oc (EASI) NO. PL- 1
,g W ELEVATION.627.7 D ATE 6/27/79 9 TEC H. .T _ F _ / J. K.
0 CHECKER c'.LT/D.C. FILE 2190 F GOLDBERG,ZOINO DUNNICLIFF 8 ASSOCIATES,lNC. CONSULTAN TS IN GEOTECHNIC ENGINEERING
I
! t s .
SHEET _3 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE ,o., are no =r e , in c .=s: r8ENCH
)Tg Q,y Dig,Aoj1u\aoAtiwj {
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ELE T) 4.0b 063C/ 0 0 111 .180 ,182 0 0.101 2.15 0.12, T = 19.7 C 7.73 0.7 1/2 .208 .277 .268 .093 2.25 1.0 1 .217 .286 .279 .102 2.26 1.4 2 .227 .294 ,288 .112 2.26 2.0 4 233 .30? ,296 .119 2.28 2.2 5 .240 .305 ,298 123 2.28 3.2 10 .247 .312 J07 131 2.29 3.9 15 .253 .318 .312 .137 2.30 T = 19.8 C 5.5 30 264 .326 J21 .146 2.31 5.7 45 .273 .332 329 .154 2.32 7.8 60 .278 .338 .333 .159 2.33 8.7 75 .281 .342 .337 .162 2.33 7.73 9.5 90 .285 .344 340 .165 0.266 2.33 0.30 N T = 19.9 C ro iG .174 .164,158 O . FINAL DIAL DISPLACE 1ENTS (This increcierA -- IN.) g .270 .2 71 .260 TOTAL SIAL DISPLACEME4TS (IN.) D
~
Y R EM ARKS: N . CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I B 2 WEIGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST
' AMs= 188 o Msf - - 11628 LOCATION.TANKIARM. TEST SERIES E (EASI) NO. _ PL- 1 m N ELEVATION 627,7 O A DATE 6/27/79
- TECH. J.E./ J.K.
5 GOLDDERG,ZOINO,0Uf'NICLIFF fl ASSOCIATES,lNC. CHECKER c.L./D.C. FILE 2190 F CONSULTANTS IN GEOTrICilNIC EilGif4EERING
SHEET 4 (OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG EERS LEVEL MEASUREM NS PIANO WIREf REMARK ITOMM/i Er=P%^ itNVitY"'88 "ENi'"
,B NCH 7.73+ 6 / 0 285 .344 .340
%! =T!PT'M M MISWa"3"r N O.
0 0.266 2.33 0.30 T= 19.90C 11.41 0.7 1/2 .3 M _ 435 .426 .089 2.43 1.0 1 .3 % ,449 .439 .103 2.44 1.4 .2 400 ,459 ,451 .114 2.45 2.0 4 ,415 ,472 .466 ,128 2.47 2.2 5 ,419 ,476 469 .132 2.47 3.2 10 433 490 485 .146 2.49 3.9 15 445 ,498 ,494 156 2.50 5.5 30 ,460 514 .511 ,172 2.51 6.7 45 ,470 J25 ,522 .183 2.52 7.8 60 476 5 31 528 .189 2.53 T= 20. 30C 8.7 75 A83 437 535 .195 2.53 9.5 90 ,491 .544 .54 2 ,203 2.54 j 10.2 105 ,496 ,550 ,547 208 2.55
? 11.0 120 J00 5 54 553 .213 2.56
,D 11.41 11.2 T= 20.20c 125 ,501 ,555 .554 .214 0.480 2.56 4 0.53 O .216 , 211 ,214
-d FINAL DIAL DIS PLACENENTS (This i acremea t --Id .)
.486 .482 .474 TOTAL DI AL DISPLACENENTS D (IN.)
o REMARKS: ' CONSUMERS POWER COMPANY
- 1. TOTI.L LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLTND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST 2!
Aus= 282 DATA SHEET Msf = 11722 LOCATION IANK FARM TEST SERIES
- n (EASI) NO. PL- 1
" to ELEVATION,627.7 m DATE 6/27/79 9 TECH. J . F./J . K.
5 CHECKER c.L. /n.c. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF G ASSOCIATES,1NC. CONSULTANTS IN GEOTECHNIC ' NGINEERING E
i . i 1 t SHEET 5 OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENG NEERS LEVEL MEASUR MEN S PIANO wtRE/3 , ;, BENCH REMARK [jTiuff ELg Dog A Of BOIA C 11.41*010/ (I ) lNI Eh'Is uN ahY [h N O. 0 501 .555 .554 0 0.480 2.56' O.53 15.10 0.7 1/2 .577 .628 .629 .075 2.64 1.0 1 .593 .644 .643 .090 2.65 1.4 2 610 .659 .662 .107 2.66
- r= 20.20C 2.0 4 .629 ,679 .681 ,126 2.69 2.2 5 .636 ,687 ,690 .1 34 2.70 3.2 10 .657 ,707 .712 .155 2.72 3.9 15 668 ,730 .735 .174 2.73 5.5 30 .682 .742 ,748 .187 2.75 6.7 45 .691 ,750 .757 .196 2.76-r= 22.50C 7.8 60 .699 ,758 .766 .204 2.76 8.7 75 .710 .769 778 .216 2.77 9.5 90 .718 .779 788 .225 2.78 r= 23.60C 10.2 105 .728 .787 ,797 .234 2.79 N 11.0 120 .734 ,794 804 ,241
- N 2.80 O 11.6 135 .738 .799 .810 .246 2.80 _
Q 15.10 12.2 150 .74 3 .803 .814 ,250 0.730 2.80 y _ .= 0.77 t q) .241.248 260 FINAL DI AL DIS PLACEM::NTS ( rhis I acreme it --IN .)
.2 .3 . 34 1
h, R EM AR KS: mE DIE DISMCEMENT (IN.) to CONSUMERS POWER COMPANY I. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSD INCLUDES MIDLAND PLANT UNITS I B 2 WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Msl = 11440 PL ATE LOAD TEST m
AMs= 376 5 Msf - - 11816 LOCATION . TANK FARM TEST SERIES . E (EASI) NO. PL-l
- A N ELEVATION 627.7i DATE 6/27/79 9 O TECH. J.P?)J.R. I 0 CHECKER C.L. /D.c. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,INC.
CONSULTANTS IN GEOTriCHNIC ENGINEERING
i , SHEET 6 cp 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIREf ENGINEERSMVEL MEASUREMENTS LOAD DIAL CHANGESETTLEMEN1 etait PLa't
- min P mrc s'mMwYBENCH (TONS)*fd [u'$'U$)# U/ inh 8N)[#'C gg UN) 8'NjI,Es st[ rdQ g M
N O. 15.16+124;/ 0 743 .803 ,814 0 0.730 2.80 0.77 L8.78 0.7 1/2 .817 ,874 .889 .073 2.89 1.0 1 ,837 .894 .910 .101 2.90 1.4 2 859 .916 .932 .116 -- 2.0 4 884 .939 .957 .140 2.95 2.2 5 *$3f ',$d %] .151
- Dials Reset 3.2 10 .577 .606 .641 .177 2.99 3.9 15 .595 .625 660 .195 3.01 5.5 30 ,626 .655 .693 .227 3.05 6.7 45 .645 .673 .713 246 3.07 T= 24.0"C 7.8 60 655 ,685 .725 .257 3.08 8.7 75 .664 .694 ,735 .266 3.10 9.5 90 670 ,700 742 273 3.11 T= 22.3 C y 10.2 105 .676 ,706 .74 8 279 1.009 3.11 1.08 0.996 b 2 7. 71 ? Survey (Bechtel) on h 11.0 120 .684 .713 4755 .286 3.12 30" Plate, b 18.78 11.6 135 .687 .716 759 .290 1.020 3.12 1.09
.286 .283 ,299
__ FINAL DI AL DISPLACEFENTS (This i acremeat- IN ) L 1.014 L013 1. 0 3 ". TOTAL DI AL DISPLACEFENTS (IN.) .k. M" REMARKS I CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS 18 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS: Mal = 11440 PLATE LOAD TEST g g, , 471 D ATA SHEET 2!
Msf = 11911 LOCATION . TANK FARM TEST SERIES m N (EAST) NO. _ PL- I "' M ELEVATION 627.71 DATE 6/27/79 5 TECH. J . F'. /J . K . D CHECKER c.L./n.c. FILE 2190 F GOLDBERG.ZOINO,DUNNICLIFF D- ASSOCIATES,lNC. CONSULTAN TS IN GEOT ECHNIC ENGINEERING
SHEET 7 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO WIREg p NA SETTLEMEE - PLair PL aT E P i=T e *=TC a"58*adwf 8ENCH UONSN% [*(N)* tNY t'"Y '" N (L TN)CHANGE(lN) n e stT e ELE FT: 18.7 & 1500/ 0 .687 .716 .759 0 1.020 3.12 1.09 22.46 0.71 1/2 .728 ,753 E01 .040 3.17 1.0 1 ,738 ,765 ,812 .051 3.19 1.41 2 ,751 .778 ,826 .064 3.20 2.0 4 ,770 .797 845 .083 3.21 T = 22.8 C 2.45 6 .785 .812 E60 .098 3.23 3.16 10 ,807 835 E83 .121 3.25 ~ 3.87 15 .825 .852 .902 .139 3.27 5.48 30 .855 .885 .935 .171 3.30 6.71 45 .877 .907 gq* ,193 3.32 7.75 60 ,897 .928
- Reset.956s603 425 ,214 3.34 T = 23.4 C 8.66 75 .907 N637 .225 3.35 mgeset,939 733 9.49 90 ,916 ,756 645 .231 3.36 T = 23.2 C 10.24 105 ,924 .764 653 .239 3.37 N 10.95 120 'yQ* ,769 b60 .245 3.38
- Reset.9305328 N 11.6 135 .337 ,777 468 ,254 O 3.38 g 12.2 150 ,345 .789 480 .264 3.39 4 22.46 12.6 160 .349 .794 686 ,269 3.40 LO L REMARKS:
Y N 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDE" CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Mai = 11440 N AMs= 565 D ATA SHEET o Msf - - 12005 LOCATION TANKfARM. TEST SERIES E ___JEA SI) N O. PL-l M N ELEVATION 627.71 DATE 6/27/79 O T TECH. J.P77J.K.
0 CHECKER c.L./D.C. FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,lNC. CONSULTANTS IN GEOTECilNIC ENGINEERING
SHEET 8 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASueJMENTS LOAD PIANO WIRE / '"' '"'* '"' $ "' "" DIAL CHANGESETTLE 6 gen, , y ",3 yS (TONS) Tsuyg ELAPSEEDIAL A guis) (su) DIAhB (su DIAL C (iN) (79) (IN) "Egf4 SETy,WENT ,[dl$, (IN ,'3 g7 RK N O. 1 22.46 fb 165 351 796 ,688 ,271 3.40 13.0 170 354 ,799 ,691 ,274 3.40 y- 7s.6 c 0 13.2 175 355 801 493 ,276 3.40 13.4 180 ,358 ,804 695 .279 3.41 13.8 190 .361 .808 699 .282 3.41 22.46 14.0 195 .363 *E700 ,284 1.304 3.41 1.38
- Reset.809-153
,278 ,279 294 FINAL D lAL D :SPLACI:MENTS (This Increnent g)
]
1.292 1.29: 1.32] TOTAL D (AL DESPLACl:MENTS (IN.) N is .o O. 9 N P w A REMARKS s'o CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WElGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Mal = 11440 AMs= 565 DATA SHEET 3 Msf = 12005 LOCATION IANK FARM TEST SERIES
@ C0 (EASI) N O. PL-1 x ELEVATION 627.71 m e -~ DATE 6/27/79 TECH. J .F. /J. K. 9 CHECKER C.L./D.C. FILE 2190 F 5 GOLDOERG,ZOINO,DUr4NICLIFF D ASSOCI ATES,lNC. CONSULTAtliS IN GEOTr,:CHNIC ErlGINEERING
SHEET 9 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASURE A1ENTS LOAO PIANO WIRE / L
' " " ' * * ' ' ' ' ' 'EUU8 EN CH (TONS)TQ Q,g04g}A 0 C 3AL CHANGE SETTLEMEM
TE -- REMARK
,AL 1
( . n UN) *$h!,Es srIh'[iCs N O. 22.46*830/ O .363'.153 J00 0 1.304 3.41 1,38 T = 25.7 C 26.14 0.7 1/2 437 , 23 ,774 .073 -- 1.0 1 453 ,242 J92 .090 3.52 1.4 2 .482 ,240 824 ,110 3.54 2.0 4 ,518 ,307 E61 ,144 3.57 2.2 5 ,530 .320 875 ,170 3.58 3.2 10 .570 ,362 #19 212 3.63 3.9 15 .598 .393 @* ,242 3.65 5.5 30 ,649 ,444 200
- Reset.950=152
,292 3.25 6.7 45 .678 ,473 230 $ 11,ne y mped,
.321 3.36 T=24.95 C 7.7 60 ,702 ,494,251 ,343 3.56 8.7 75 .716 .512 270 360 3.78d 9.5 90 ,730 .528 287 .376 *W5*d i"1 {9 set 3.80 h3 10.2 105 , 74 0 to 539 297 .386 3.81 O 10.95 120 ,748 .547 ,305 T=22.80C
,394 3.82 Q 26.14 11.6 135 ,
749 .548 306 ,395 1.699 3.82 1.79
) .386 , 395 /.04 FINAL DEAL D: SPLACl:MENTS (This Increnen t -- 'N.)
[-* 1.678 L687 1.731 b TOTAL D:AL D: SPLACI:MENTS (IN.) h REMARKS:
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDESCONSUMERS POWER COMPANY MIDLAND PLANT UNITS 18 2 WElGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN
- 2. MICROSTRAIN READINGS: Mel = 11440 PLATE LOAD TEST j
. m AMs= 659 o Msf - 12099 5 LOCATION JANK FARM TEST SERIES
"' g ___iEAS.TJ N O. _ PL - 1 ELEVATION,627.72 DATE 6/27/79 9 TECH. J.F_/J.K.
D CHECKER _ C.L. /D.C. GOLDBERG,2OINO,DUNNICLIFF D ASSOCIATES,INC. FILE 2190 F CONSULTANTS IN GEOTECHNIC ENGINEERING
~
SHEET 10 CF18 PLATE LOAD HEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE ENGINEERS LEVEt. MEASUREMENTS OAD SCALE ,Lart PL*Te Posur e Posar c =5T*=r* B E N CH ROM fTONS)TsuyffE D A DIA B DIALC , g, g g ,' , E N O.
,K, 26.14; /0 0 .g*
, 549 306 0 1.699 3.82
- Reset.750=220 29.82 0.7 1/2 .256 588 342 .037 1.0 1 262 .591 350 .04 3 1.4 2 .275 604 363 .056 3.89 2.0 4 .305 634 ,393 .086 2.2 5 .311 647 406 .096 3.92 T = 22.5 C 3.2 10 .360 693 453 .144 3.9 15 .387 .722 481 172 5.5 30 443 ,780 339 229 4.06 6.7 45 A74 ,813 572 261 4.10 7.7 60 496 .835 ;597 .284 4.11 8.7 75 .517 .856 418 305 4.14 9.5 90 ,531
*Q632 .319
*gesey;870 ,,
M 10.2 105 .546 .374 ,647 c0 334 4.15 Reset,
.0 10.9 120 557 ,388 662 .347 4.18 O. 11.6 135 ,571 ,402 674 .361 4.20 ~7 T=20.30C y 12.2 150 583 415 487 .373 4.21 9 >-.a 12.8 165 .602 432 .704 .391 4.23 i T=20.3 C in3 REMARKS:
CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I a 2 WElGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS: Mal = 11440 n
AMs : 753 o Msf = 12193 LOCATION TANK FARM TEST SERIES E (EASI) NO. PL-l DATE 6/27/79 Co ELEVATION.627.7 t 9 6 TECH. J.F. /J.K. D CHECKER c. r.. / 9. C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. ' CONSULTANTS IN GEOT8ECilNic ENGINEERING
SHEET 11 C F _18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " " * " "" " " LOAD PIANO WIRE / SCALE" ' ' ' ' " ' * " " ' " ' * """me wr 8 E N CH REMARK
^ C DIAL CHANGESETTLEMEM RONS)#7d sun $^ Oliw")B ojAtu (IN) IIN) 8! e SET u g' j N O.
EV EL 29.82 13.4 180 612 446 ,719 404 2.103 4.24 2.21
.392 407 413 FINAL DI.(L DISPLACEMINTS (This incremei t t r-- Ili.)
2.0712.095 2.144 TOTAL DIAL DTS 'LACEMINTS (TM . ) l N
- o io O.
7 N 40
= '
CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I 8 2 WElGHT OF LOADING APPARATUS. MID L AND,M!CHIG AN
- 2. MICROSTHAIN READINGS: Msl = 11440 Aus= 753 D ATA SHEET 3
g Msf = 12193 LOCATION . LANK FARM TEST SERIES
- n (EAST) N O. PL - l
" O 1
ELEVATION 627.71 D ATE 6/27/79 9 'M TECH._ .T . FT/J . K. 5 CHECKER _ C.L. /D.C. FILE 2190 F GOLDOERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,lNC. CONSULTANTS IN GEOTECllr11C ENGINEERING
SHEET 12 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRgf DIAL CHANGESETTLEMEN . Ptarr ' Lait * 'ai e * 'wi C a "' BENCH R RK RONS)Tsuyg E O AD 8 0tA C (W) N) M e stT P AQ g M N O. 29.82- To i50 0 617 446 .719 0 2.103 4.24 2.21 ~ 33.50 0.7 1/2 ,672 504 ,780 .058 _ 1.0 1 ,694 .528 ,803 .081 - 1.4 2 ,724 .560 .839 ,114 - 2.0 4 ,768 ,614 E86 .162 4.42 2.2 5 ,780 ,625, 898 174 -
*p{alggsj[r q n at 7 3.2 10 .853 ,698 ,484* ,244 -
T=21.50C 3.9 15 .903 ,746 ,531 .293 4.55 5.5 30 4688 ,799 584 ,343 4.60
- Dial reset 6.7 45 ,497 .829 414 ,373 4.63 '
7.7 60 519 ,854 ,640 ,397 4.65 T=21.90C 8.7 75 .537 .874 458 416 4.67 9.5 90 ,,555 *$,677 434 4.68 y 10.2 105 ,571 293 ,693 ,450
% $7at 1:15 4.70 N 10.9 120 581 ,304 ,703 ,460 O 4.71 g 11.6 135 591 313 ,713 470 4.72
.y,= 21.8 C y 12.2 150 598 ,322 ,722 ,478 4.73 33.50 12.8 165 606 .330 ,729 .486 4 . 74 Y
M REMARKS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I a 2 WEIGHT OF, LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS. Mal = 11440 PLATE LOAD TEST
,,,, 337 D ATA SHEET ri 5 Msf = 12287 LOCATION TANK FARM TEST SERIES 5 MAST) NO. PL-l "I W ELEVATION 6.27.7 DATE 6/27/79
- 5 O T EC H. ._J . F .73. K.
D CHECKER C.L./D.C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF O ASSOCIATES,1NC. CONSULTANTS IN GEOTECllNIC ENGINEERING
SHEET 13 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE [ SCALE etar ~ are cosee r e su c ses: SENCH REMARK hj TIMjiffE ED8 A DA B DI,A C IN) "I,[sesef[.Q. ' y NO. 33.50 13.4 180 .615 338 ,298* .495 2.598 4.75 2.72 $ 8"j3Yk h 170 T = 21.9 C 478 507 ,500 FINAL D [AL D :SPLACEENTS (This Increnent--J N.) 2.545 2.60 2.642 TOTAL' D fAL D f SPLACI MENTS (IN.) N M N O* 9 N
?
r-. >t REMARKS: to CONSUMERS POWER COMPANY
- 1. TOTAL LOAO CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I a 2 WElGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS: Mel = 11440 PL ATE LOAD TEST Aus= 847 D ATA SHEET 2!
Msf = 12287 LOCATION IANitrActW_ TEST SERIES 8
- n (EAST)
NO. PL-l " y 27.71 DATE 6/27/79 5 A ELEVATION.g/J.K. TECH. J.F. 5 CHECKER C L-/D C- FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. CONSULTANTS IN GEOTECHNIC' ENGINEERING
SHEET 14 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WlREf ENGINEERS LEVEL MEASUREMENTS ,_ LOAD " otAL CHANGE SETTLEMEPC PLarr *La'E * 'N T
- Poi *ef C a'51*adwr 8 E N CH (TONS)*Ed N U'N)*
( OfiNha ojA') N (IN) (lN) "! I,'Io sEf ',/,C " N O. 33.5(H 2:50 0 615 .338 .298 0 2.598 4.75 2.72 T=21.90C 37.18 0.7 1/2 648 .375 .338 .037 - 1.0 1 659 .387 .349 . 0'4 8 - 1.4 2 683 411 .372 .072 4.83 2.0 4 709 440 ,401 .100 4.85 T=21.80C 2.2 5 719 449 411 109 - 3.2 10 767 ,500 460 .159 4.92 3.9 15 ,821 556 .517 .214 4.93 5.5 30 ,830. 573 532 .228 - 6.7 45 ,878" 5.03i 570 626 .585 * *279 5.13
" wire line broken and revet.
7.7 60 .610 .666 ,625 .319 5.17 Reset.878.570 8.7 75 636 ,694 ,652 ,346 5.20 T=21.50C y 9.5 90 662 723 ,680 .374 5.24
]* 10.2 105 ,677 ,739 .697 .390 5.25 O 10.9 120 ,695 ,757 ,715 ,408 5.27 7 11.6 135 ,710 772 ,732 424 5.29 T=21.5 C 12.2 150 .723 ,786 ,744 .437 5.30 b 37.18 12.8 165 .732 ,796 .755 .447 5.31 P
to R EM ARKS: CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WEIGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS
- Mel = 11440 AMs= 941 3 Msf = 12381 LOCATION TANK FAma TEST SERIES
'o (EAST) NO. _ PL- 1 "5 Z ELEVATION 627.71 DATE 6/27/79 9 3 TECH. J . F . /J . K . 0 CHECKER C.L./D.C. FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF 8 ASSOCIATES,1NC. CONSULTANTS IN GEOTECHNICr ENGINEERING
SHEET 15 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE ENGINEERS LEVEL MEASUREMENTS LOAD PIANO wlRE/ PLarr *L *T E Poiar
- Po'" C '"5 mad"8ENCH p
" asAL CHANGESETTLEMEE (TONS)Md SuT*gN)" 0/inI8U/^n')c (IN) 13.4 180 742 808 .766 458 (IN) *!h,k sa[ft hT E
NO. 37.18 14.0 195 .750 .818 .775 .467 3.065 5.33 3.20
.443 480 477 FINAL D: AL DJ SPLACEMENTS Chis Increme it-IN
.)
2.992 3.082 3.115 TOTAL D::AL D: SPLACEMENTS (IN.) N fu to O b 4
.?.
t 80 R EM AR KS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND l>L ANT UNITS I & 2 WElGHT OF LOADING APPARATUS. MIDLAND, MICHIGAN
- 2. MICROSTRAIN READINGS: Mel = 11440 PLATE LOAD TEST AMs = 941 2!
@ Msf = 12381 LOCATIONIANILAftM. TEST SERIES m w (ILASJ) NO. _ PL- I m ELEVATION 627.72 DATE 6/27/79_
9 TECH. J .F.7J . K. D CHECKER c.L./D.C. FILE 2190 F GOLDDERG,ZOINO,DUf4NICLIFF B ASSOCIATES,1NC. COf4SULTANTS IN GEOT CCHNIC ENGINEERING
SHEET 16 OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE LOAD PIANO WlREgj " ENGINEERS LEVEL MEASUREMEt4TS
-PLATE * *av e RNE DIAL CHANGESETTLEMEtc -
108a* c a5Ha**f
- B E N CH (TONS)*Ed SuY*(Nj^ Uf*d)UU/fN)'C (yg) (lN)
- G SET g
M N O. 37.1 9 0 ,725 ,790 .747 5.28 0* 3.065* 3.20*
- Based on dial 24.91 1/2 ,724 ,790 ,74 7
.027 5.28 readines at end of 1 ,724 ,790 .747 5.28
.027 final load incre-2 724 ,790 747 5.28
.027 ment (See note 3).
4 ,724 ,790 ,746 5.28
.028 Unloading started.
5 ,724 .790 ,746 5.29
.028 10 724 789 .746 5.29
.028 24.91 15 ,724 ,789 ,746 3.037 5.29 3.15
.028 N
M N O. m 4 F t R EM AR KS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS 18 2 WEIGHT OF LOADlMG APPARATUS. MIDL AND,MICHIG AN d 2. MICROSTRAIN READINGS: Mel = 11440 PL ATE LOAD TEST AMs = 627 2!
Msf = 12067 LOCATION IANK.BRAL TEST SERIES
- 3. Final dial readings for final load increment were: A=.750; Bs918; c=J75.
m Load was allowed to fall off, but it failed to stabilize. Jacking was EL T ON 627.7 +
~
ATE /27/79 c resumed at 5.0 TSFt. Time interval begun when load cell reached 12067. D C CE c D.C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF P ASSOCIATES,INC. CONSULTAriTS Irl GEOTECHfJle ErlGINEERING
SHEET 17 CF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE " " * " """ LOAD PIANO WIRE / SCALEPLatt
- Lait * '"i e * '"i c a'Ummew' BENCH REMARK DA DA asALcHANGESETTLEMOC (TONS)*f/i E u Dg}A 1w 1g (m) (lN) n! e sti b EL fT l N O.
24.914 0 724 ,789 746 o 3.03/ 5.28 3.'15 tinloadine 12.64 1/2 ,675 ,740 ,.696 _ o49 1 - - - - 2 669 ,734 .690 .055 5.23 T = 20.7 c 4 ,668 ,733 489 .057 5.22 5 ,667 ,733 ,689
.057 -
10 665 730 486 _4059 5.21 15 .663 .729 ,684 061 5.22 30 .657 .724 ,681
.056 5.22 12.64 45 .657 .724 680 .066 2.971 5.22 3.09 N
0 0
')
7 N T t to R EM AR KS: CONSUMERS POWER COMPANY
- 1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I Sk 2' WEIGHT OF LOADING APPARATUS. MIDLAND,MICHlGAN
,$ 2. MicROSTRAIN READINGS: Mel = 11440 PUMWMMM 3 y, , 3g DATA SHEET 2!
g y ,9 = 11754 LOCATION
- D JEASI) JANK FARM NO._ TEST PL-l SERIES
- ELEVATION.627.7 DATE 6/27/79 O TEC H. .l .F. /J. K.
5 CHECKER c.L. /D.C. , FILE 2190 F GOLDOERG,ZOINO,DUNNICLIFF 8 ASSOCIATES,1NC. CONSULTANTS IN GEOTECHNIC ENGINEERING
SHEET 18 r,p 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIRE / SCALE ,g., fre ,o , ,I c weft REMARK [ON )Tiuyg E CD4 A 0 BD C ,ji je sti .Q. BENCH ( y
, N O.
12.64 - 0 ,657 ,724 ,680 0 2.971 5.22 3.09 0 1/2 ,433 ,473 448 Unioadina 236 2.735 - 2.88 627 55i 1 ,426 ,458 ,440 [}gK opY38Ho ye{,3
,248 -
2 ,,417 ,448 432 ,255 -- 5 ,400 .432 419 ,270 2.701 - 2.84 627. 553 [hsp*If30P'f5te) p 10 ,384 ,420 ,406
-284 4.90 15 .378 414 400 .290 4.89 7:43 30 ,368 ,403 391 .300 4.88 0 8:18 65 ,356 .393 .383 -310 2.661 4.87 2.84 End of test PL-1 N
N N O. 9 N w P t to REMARKS: CONSUMERS POWER COMPANY L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES MIDLAND PLANT UNITS I & 2 WElGHT OF LOADING APPARATUS. MIDL AND,MICHIG AN Mel =
- 2. MICR0 STRAIN READINGS: 11440 PL ATE LOAD TEST 2!
3 g, , _ D ATA. SH E E T
- 8 Msf = 11450 LOCATION . TANK FARM TEST SERIES
! :u 3. Final Load Cell Zero 11450 (With swivel head in place) (EALT) NO. PL- 1 2" ELEVATION 627.71 D ATE 6/27/79
,9 TECH. J .F. /J. g,
- 5 CHECKER c.L./D.C. FILE 2190 F GOLDBERG,ZOINO,DUNNICLIFF 6 ASSOCI ATES,lNC.
CONSULTANTS IN GEOTECHNIC' ENGINEERING _______-________-_________________________ - _______________________ . _ _ - - _ _ __}}