ML19329E953

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Plate Load Test PL-1, Prepared for Bechtel Power Corp
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)
v • d • e


Text

{{#Wiki_filter:',CHTEL ASS C. PROFESSIONCbAP. JC M3. Of3TRIBUTION AE SUPPUER OOCUMENT STAMP q _ JOE 7220 COPY i wa anav Pnoc - G -- M1 D v'" 2 CLIENT 2 L O wons mar Paocreo. sueur PmAL oocume=T. E"'c' -

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/ a O neva Ano nesummif. wona may mot Pnocara i s Q nevisa mot maourneo. wona may Pnoc5ER RS-o30-01 g ' ELECT. l s o P_P. MAT _ _<. i l on ovEoYNNaEmEcYa cuITIS"LYas's, _ C. SYB. " EsudEE[EMYEuav7sNftUPNPEL INSP. couruance mTu comTnacTuat oeuoATiont Y START.UP A C E J M N P Q h I" A jnEviEwe.o '[ CONSUMERS POWER COMPANY RECORD t, } er,.g'ja d M (6L. o.i. //r2/f# MIDLAND PLANT UNITS 1 & 2 BECHTEL i 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 9 s PPtVauuS &V8%NAL)+.Af ff REPl. Acts. M,' O OSS SUte4TTAL IS AM AnotMMJM ATTACHWtNT TO TPt Iw. em SumnAus Ane oms wt annesos Am mon 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 M;' }{E{*9 h Newton Upper Falls, Massachusetts Maoig g3g File No. 2190F THIS DOCUMENT CONTAINS P00R QUAUTY PAGES 8000190 7/ 3 ~ M 1 oso - c-N - N - >

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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q.- . 33.p k a '. <4 &g~ f _ [ f _. *. - _. ' ' ** f,,i ; / 2, p. - g wy. 7..-- ~ .y~~.,. 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 PLATE LOAD TEST l 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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OW e O LOAD VS SETTLEMENT PLOT ) 35 L 7220-C-7914 2

nQ oo zr STRESS (TSF) NOTES: Ce g g 3 4 g 7 rm 1. ALL SETTLEMENTS O g* -42 CALCULATED AT END OF v LOAD $,N Q LOADING INTERVAL. ^ s

2. CRITERIA FOR DETERMINING N

~~ Mm9 DURATION OF LOADING \\ SETTLEMENT -2 INTERVAL AS FOLLOWS: N 2o e)O.OOi INCHES (i) OR LESS N co DISPLACEMENTIN A O.5 1 1 J l mC S MIN.lNTERVAL.OR: N O2 b) CONSTANT (t) R ATE OF \\ ME DISPLACEMENT AFTER \\ nO 3 HOUR INTERVAL. I k 2C c) MINIMUM DURATION: 60 MIN. N 3M

3. STRESS BASED ON PL ATE o'

AREA OF 4.909 f t2 p9 ( 30" DI AM ). l.0 \\ a l D

4. LOADS CALCUL ATED Z

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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 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 MODEL BLH (SR-4) S ER. NO. 900757 Ton 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 C 181 s. / 30" DI A. PL ATE 206 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 6" DIA. PL ATE 23 lb s. t 12"x 12" PLATE 42 lbs. / CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 Steel plate for wire line rule t o Ib. MIDLAND, MICHIGAN NOTE: Equipment used designated by / PLATE LOAD TEST CHECK LIST ) LOCATION Tank TEST SERIES -(See Plan) N O. PL-1 Farm East ELEVATION 627.7 I DATE 6/27/79 TECH. JF/ JK i 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 PLANO WIRE / SCALE REMARK LOAD DIAL CHANGESETTLEMEm etas.

  • L air
  • iar a
  • osar C==5taund'# D E N CH (TONS) Tsuyg Q,g oig}A oj,A\\

IN\\ (IN) (IN) a e su { N 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 p92 .100 .017 2.05 3.9 15

  • 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 NP a ~ Y REMARKS: h3

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS.

MIDLAND, MICHIGAN

2. MICROSTRAIN READINGS
  • Mal =

11440 PL ATE LOAD TEST AMs= 32 DATA SHEET 2!p y,g _ 11472 LOCATION IANK FARM TEST SERIES (EASI) NO. PL-1 x .c ELEVATION _627.7! DATE 6/27/79 cc 9 TECH. .1.F. CHECKER C.L./D fL FILE 2190 F 6 GOLDBERG,ZOINO,DUNNICLIFF D ASSOCIATES,lNC. CONSULTANTS IN GEOTECHNIC ErlGINEERING

SHEET 2 CF 18 PLATE LOAD TEST FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE / SCALE REMARK liOE' % %^W ini ifA" liA'"E1%^"9$" W -99"I'.""'Ad; M& 6v X a"# A ,ur , re po.., ,=c SENCH ^

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 REMARKS: g3 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. CHECKER c'.LT/D.C. FILE 2190 F 0 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 @(fN ,o., are no =r e , in c .=s: r8ENCH )Tg Q,y Dig,Aoj1u\\aoAtiwj A "Ef, f4 { 5" iN) NO. 4.0b 063C/ ELE T) 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 . FINAL DIAL DISPLACE 1ENTS (This increcierA -- IN.) Og .270.2 71.260 TOTAL SIAL DISPLACEME4TS (IN.) ~ D Y R EM ARKS: N L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY WEIGHT OF LOADING APPARATUS. MIDLAND PLANT UNITS I B 2 MIDL AND,MICHIG AN

2. MICROSTRAIN READINGS:

Msl = 11440 PL ATE LOAD TEST AMs= 188 Msf - 11628 LOCATION.TANKIARM. TEST SERIES o E (EASI) NO. _ PL-1 m N ELEVATION 627,7 DATE 6/27/79 O A TECH. J.E./ J.K. CHECKER c.L./D.C. FILE 2190 F 5 GOLDDERG,ZOINO,0Uf'NICLIFF fl ASSOCIATES,lNC. CONSULTANTS IN GEOTrICilNIC EilGif4EERING

SHEET 4 (OF 18 PLATE LOAD TEST - FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIREf ENG EERS LEVEL MEASUREM NS ,B NCH REMARK ITOMM/i Er=P%^ itNVitY"'88 "ENi %! =T!PT'M M MISWa"3"r N O. 6 / 0 285 .344 .340 0 0.266 2.33 0.30 7.73+ 0 T= 19.9 C 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 T= 20.20c ,D 11.41 11.2 125 ,501,555.554 .214 0.480 2.56 0.53 4 O .216 211,214 FINAL DIAL DIS PLACENENTS (This i acremea t --Id.) -d .486.482.474 D TOTAL DI AL DISPLACENENTS (IN.) o REMARKS:

1. TOTI.L LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY MIDLTND PLANT UNITS I 8 2 WEIGHT OF LOADING APPARATUS.

MIDL AND,MICHIG AN

2. MICROSTRAIN READINGS:

Msl = 11440 PL ATE LOAD TEST Aus= 282 DATA SHEET 2! Msf = 11722 LOCATION IANK FARM TEST SERIES (EASI) NO. PL-1

n to ELEVATION,627.7 DATE 6/27/79 m

9 TECH. J. F./J. K. CHECKER c.L. /n.c. FILE 2190 F 5 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 PIANO wtRE/3 ENG NEERS LEVEL MEASUR MEN S REMARK [jTiuff EL Dog A (I ) lNI , ;, BENCH Eh'Is uN ahY [h N O. Of BOIA C g 11.41*010/ 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 2.80 NO 11.6 135 .738.799.810 .246 2.80 Q 15.10 12.2 150 .74 3.803.814 ,250 0.730 2.80 0.77 s y _.= t q) .241.248 260 FINAL DI AL DIS PLACEM::NTS ( rhis I acreme it --IN.) h, .2 .3 . 34 1 R EM AR KS: mE DIE DISMCEMENT (IN.) to I. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSD INCLUDES CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I B 2 WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN

2. MICROSTRAIN READINGS:

Msl = 11440 PL ATE LOAD TEST AMs= 376 m5 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 CHECKER C.L. /D.c. FILE 2190 F 0 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 8 [#'C UN) 8'NjI,Es st[ rdQ M

N O. N) gg g 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. CHECKER c.L./n.c. FILE 2190 F D 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 PIANO WIREg ENGINEERS LEVEL MEASUREMENTS p LOAD NA SETTLEMEE PLair PL aT E P i=T e

  • =TC a"58*adwf 8ENCH

'"Y (L CHANGE UONSN% [*(N)* tNY N TN) (lN) n e stT e t 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

  • Reset.956s603 7.75 60

,897.928 425 ,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 3.38 Og 12.2 150 ,345.789 480 .264 3.39 4 22.46 12.6 160 .349.794 686 ,269 3.40 LOL REMARKS: Y

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDE" CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 N

WEIGHT OF LOADING APPARATUS. MID L AND,MICHIG AN

2. MICROSTRAIN READINGS:

Mai = 11440 N AMs= 565 D ATA SHEET Msf - 12005 LOCATION TANKfARM. TEST SERIES o E ___JEA SI) N O. PL-l M N ELEVATION 627.71 DATE 6/27/79 O T TECH. J.P77J.K. CHECKER c.L./D.C. FILE 2190 F 0 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 PIANO WIRE / ,[dl$,,'3 ",3 yS LOAD DIAL CHANGESETTLE 6 DIAL C

gen,

, y (TONS) Tsuyg ELAPSEEDIAL A DIAhB(iN) (79) (IN) "Egf4 SETy,WENT RK N O. guis) (su) (su (IN g7 22.46 fb 165 351 796,688 ,271 3.40 1 13.0 170 354 ,799,691 ,274 3.40 0 y-7s.6 c 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 NP 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 DATA SHEET AMs= 565 3 Msf = 12005 LOCATION IANK FARM TEST SERIES (EASI) N O. PL-1 x C0 m e -~ DATE 6/27/79 ELEVATION 627.71 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 PIANO WIRE / ENGINEERS LEVEL MEASURE A1ENTS LOAO L 3AL CHANGE SETTLEMEM TE (TONS)TQ Q,g04g}A ,AL UN)

  • $h!,Es srIh'[iCs

' " " ' * * ' ' ' ' ' 'EUU8 EN CH REMARK 0 C ( 22.46*830/ n N O. 1 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

  • Reset.950=152 5.5 30

,649 ,444 200 ,292 3.25 $ 11,ne y mped, 6.7 45 .678 ,473 230 .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

  • W *d i"1 {9 set 5

9.5 90 ,730.528 287 .376 3.80 h3 10.2 105 , 74 0 539 297 .386 3.81 to T=22.80C O 10.95 120 ,748.547,305 ,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 WElGHT OF LOADING APPARATUS.

MIDLAND PLANT UNITS 18 2 MIDL AND,MICHIG AN )

2. MICROSTRAIN READINGS:

Mel = 11440 PLATE LOAD TEST j AMs= 659 m o Msf - 12099 LOCATION JANK FARM TEST SERIES 5 ___iEAS.TJ N O. _ PL - 1 g ELEVATION,627.72 DATE 6/27/79 9 TECH. J.F_/J.K. D CHECKER _ C.L. /D.C. FILE 2190 F GOLDBERG,2OINO,DUNNICLIFF D ASSOCIATES,INC. CONSULTANTS IN GEOTECHNIC ENGINEERING 1

~ SHEET 10 CF18 PLATE LOAD HEST FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE PIANO WIRE ENGINEERS LEVEt. MEASUREMENTS OAD SCALE ROM fTONS)TsuyffE ,Lart PL*Te Posur e Posar c =5T*=r* B E N CH D A DIA B DIALC g, g g,' ,K, N O. E .g* 26.14; /0 0 549 306 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 .374,647 334 4.15 c0

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 12.8 165 .602 432.704 .391 4.23 i T=20.3 C >-.a i REMARKS: n3 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 AMs : 753 n Msf = 12193 LOCATION TANK FARM TEST SERIES o E (EASI) NO. PL-l ELEVATION.627.7 t DATE 6/27/79 Co TECH. J.F. /J.K. 9 6 CHECKER c. r.. / 9. C. FILE 2190 F D 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 DIAL CHANGESETTLEMEM ' ' ' " ' * " " ' " ' * """me wr 8 E N CH REMARK RONS)#7d sun $^ Oliw")B ojAt (IN) IIN) 8! ^ C j N O. u e SET u g' 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

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY

= WElGHT OF LOADING APPARATUS. MIDLAND PLANT UNITS I 8 2 MID L AND,M!CHIG AN

2. MICROSTHAIN READINGS:

Msl = 11440 Aus= 753 D ATA SHEET 3g Msf = 12193 LOCATION. LANK FARM TEST SERIES

n (EAST)

N O. PL - l O ELEVATION 627.71 D ATE 6/27/79 1 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 PIANO wlRgf ENGINEERS LEVEL MEASUREMENTS LOAD DIAL CHANGESETTLEMEN Ptarr ' Lait

  • 'ai e
  • 'wi C a

"' BENCH R RK RONS)Tsuyg E O A D 8 0tA C (W) N) M AQ P e stT M N O. g 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 at 7 q

n 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 % $7at 1:15 y 10.2 105 ,571 293,693 ,450 4.70 N 10.9 120 581,304,703 ,460 4.71 Og 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 REMARKS: M

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 WEIGHT OF, LOADING APPARATUS.

MIDLAND, MICHIGAN

2. MICROSTRAIN READINGS.

Mal = 11440 PLATE LOAD TEST 337 D ATA SHEET ri5 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. CHECKER C.L./D.C. FILE 2190 F D 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 REMARK hj TIMjiffE ED8 A DA B "I,[sesef[.Q. ~ are cosee r e su c ses: SENCH etar DI,A C IN) NO. y 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.) NM N i 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 (EAST) NO. PL-l

n 27.71 DATE 6/27/79 y

ELEVATION.g/J.K. 5 A TECH. J.F. 1 CHECKER C L-/D C-FILE 2190 F 5 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

"! I,'Io sEf ',/,C (TONS)*Ed N U'N)* OfiNha ojA') (IN) (lN) N O. ( N 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' 8 4 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" 626 .585

  • 279 5.03i

" wire line broken 570 5.13 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 9.5 90 662 723 ,680 .374 5.24 y ]* 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 (EAST) NO. _ PL-1 'o ELEVATION 627.71 DATE 6/27/79 "5 Z 9 3 TECH. J. F. /J. K. CHECKER C.L./D.C. FILE 2190 F 0 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 PIANO wlRE/ ENGINEERS LEVEL MEASUREMENTS LOAD asAL CHANGESETTLEMEE PLarr

  • L *T E Poiar
  • Po'" C '"5 mad"8ENCH p

(TONS)Md SuT*gN)" 0/inI8U/^n')c (IN) (IN)

  • !h,k sa[ft hT NO.

E 13.4 180 742 808.766 458 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 Ob4 .?. t 80 R EM AR KS:

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY WElGHT OF LOADING APPARATUS.

MIDLAND l>L ANT UNITS I & 2 MIDLAND, MICHIGAN

2. MICROSTRAIN READINGS:

Mel = 11440 PLATE LOAD TEST AMs = 941 2! Msf = 12381 LOCATIONIANILAftM. TEST SERIES (ILASJ) NO. _ PL-I m w m ELEVATION 627.72 DATE 6/27/79_ 9 TECH. J.F.7J. K. CHECKER c.L./D.C. FILE 2190 F D 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 PIANO WlREgj " ENGINEERS LEVEL MEASUREMEt4TS RNE LOAD DIAL CHANGESETTLEMEtc 'C -PLATE

  • *av e 108a* c a5Ha**f
  • B E N CH (TONS)*Ed SuY*(Nj^ Uf*d)UU/fN)

(yg) (lN) G SET M N O. g 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 5.28 .027 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 .028 3.037 5.29 3.15 i NM N O.m4F 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.

Load was allowed to fall off, but it failed to stabilize. Jacking was EL T ON 627.7 + ATE /27/79 m ~ c resumed at 5.0 TSFt. Time interval begun when load cell reached 12067. C CE c D.C. FILE 2190 F D 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 PIANO WIRE / SCALE REMARK LOAD asALcHANGESETTLEMOC PLatt

  • Lait
  • '"i e
  • '"i c a'Ummew' BENCH (TONS)*f/i E

Dg}A DA DA 1w 1g (m) (lN) n! b fT N O. e sti u EL l 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 NT t to R EM AR KS:

1. TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I Sk 2' WEIGHT OF LOADING APPARATUS.

MIDLAND,MICHlGAN

2. MicROSTRAIN READINGS:

Mel = 11440 PUMWMMM DATA SHEET 3 y,, 3g 2!g y,9 = 11754 JEASI) JANK FARM _ TEST SERIES LOCATION NO. PL-l

D*

ELEVATION.627.7 DATE 6/27/79 O TEC H..l.F. /J. K. CHECKER c.L. /D.C., FILE 2190 F 5 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 fre ,I c weft REMARK [ON )Tiuyg E CD4 A 0 B D C ,g., ,o BENCH ( y ,ji je sti .Q. N O. 12.64 - 0 ,657 ,724,680 0 2.971 5.22 3.09 Unioadina 0 1/2 ,433,473 448 2.735 [}gK opY 8H ye{,3 236 2.88 627 55i 3 1 ,426,458,440 ,248 o 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 P w t to REMARKS: L TOTAL LOAD CALCULATED FROM LOAD CELL READING. ALSO INCLUDES CONSUMERS POWER COMPANY WElGHT OF LOADING APPARATUS. MIDLAND PLANT UNITS I & 2 MIDL AND,MICHIG AN

2. MICR0 STRAIN READINGS:

Mel = 11440 PL ATE LOAD TEST D ATA. SH E E T 3 g,, 2!

8 Msf =

11450 LOCATION. TANK FARM TEST SERIES (EALT) NO. PL-1 ! :u

3. Final Load Cell Zero 11450 (With swivel head in place)

ELEVATION 627.71 D ATE 6/27/79 2" ,9 TECH. J.F. /J. g, CHECKER c.L./D.C. FILE 2190 F

5 GOLDBERG,ZOINO,DUNNICLIFF 6 ASSOCI ATES,lNC.

CONSULTANTS IN GEOTECHNIC' ENGINEERING - -}}

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