ML19329E953
| 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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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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Placement of about one inch of Ottawa sand. 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--
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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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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
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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 _______-________-_________________________ - _______________________ . _ _ - - _ _ __}}