ML19329E963

Plate Load Test PL-2, Prepared for Bechtel Power Corp

ML19329E963
Person / Time
Site:	Midland
Issue date:	09/30/1979
From:	GZA GEOENVIRONMENTAL, INC. (FORMERLY GOLDBERG-ZOINO
To:
References
2190F, NUDOCS 8006190728
Download: ML19329E963 (22)

Text

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d6 6 l112dh 4 o,,,Jht/n CONSUMERS POWER COMPANY RECORD of It0V 3 o mg MIDLAND PLANT UNITS 1 & 2 BECHTEL MIDLAND, MICHIGAN PLATE :.0AD TEST PL-2

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JOS,7220 Prepared for:

Bechtel Power Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan i

RECORD PRINT Prepared by:

Goldberg, Zoino, Dunnicliff & Associates, Inc.

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Newton Upper Falls, Massachusetts is!CRBme,. .

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MAR 1 81939 File No. 2190F September 1979 THIS D0'CUSEllPCONTAINS .

POOR QUAUTY PAGES 8006190 M 8 g i g;,

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i CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 MIDLAND, MICHIGAN PLATE LOAD TEST PL-2 .

TABLE OF CONTENTS No. of Pages 1.0 Photographs of Plate Load Test 4 2.0 Load vs Settlement Plots 1 Time vs Compression Plots 2 3.0 Field Data 8 e

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CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDL AND,MICHIG AN PHOTOGRAPHS OF DLATE LO AD TEST TEST NO. 2 DATE JUNEl979 PHOTOGRAPHER DWC REVIEWER t-GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,1NC FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGINEERM@ 7220-C-79-15 2

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CONSUMERS POWER COMPANY l

MIDLAND PLANT UNITS I & 2 l MIDL AND,MICHIG AN i PHOTOGRAPHS OF PLATE LO AD TEST TEST NO. 2 DATE JUNEl979 PHOTOGRAPHER D'4C REVIEWER GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,lNC.

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CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 MIDLAND, MICHIGAN i

PHOTOGRAPHS OF PLATE LOAD TEST TEST NO. 2 OATE JUNEl979 PHOTOGRAPHER DWC

, REVIEWER g

, GOLDBERG,ZOINO,0UNNICLIFF & ASSOCIATES,lNC.

FILE NO. 2190 F CONSULTANTS IN GEOTECHNICAL ENGlNEERING 7pgg_.C_ .791_5_-2_ ,

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PLATE LOAD TEST CHECK LIST DATE PERSONNEL TEST SET UP

• 7/3/79 JK/EJ/ CAL TEST PLOTTED __ 7/3/79 CAL INITIAL REVIEW 7/4/79 CAL CHECKED _ r/2d?t h a CORRECTIVE ACTION FINAL REVIEW NMM YMe

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TEST EQUIPMEN_T PLATE OR PLATES USED 30" - 24" - 18" DIAL A INDICATOR MODEL d2 - CRDf-1000 S ER. NO. 010 D!AL B INDICATOR MODEL #2 - CR100-1000 S ER. NO. 011 DI AL C INDICATOR MODEL #2 - CR100-1000 S ER. NO. 012 HYDRAULIC JACK MODEL --

1 S ER. NO. CAPACITY 50 Ton PRESSURE GAUGE MODEL --

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/ LOAD CELL MODEL Davisson SER. NO. 713 CAL. FACTOR 25.56/

Ton LOAD CELL READOUT MODEL _ BLH (SR-4) S ER. NO. 900757 WPE N TOTAL WElGHT OF TEST SYSTEM 755 lbs.

SYSTEM WEIGHTS 50 TON JACK ASSEMBLY (J ACK,SWlVEL, AND PLATE) 19n Ib s. / SHDIS A 10lbs. /

LOAD CELL cu m1 M Plate 78 lbs. / ig ,

30" DI A. PL ATE 206 l b s. / D 181bs. /

24" DIA. PLATE 134 lbs. /

E 181bs. /

F 18"DIA. PLATE 74 /

lb s.

10" DI A. PLATE 33 lb s.

6" DIA. PLATE 23- Ib s.

-12" x 12" PLATE 42 lbs* / CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I a 2 Steel plate for wire line rule 19 1h/ PAIDL AND,MICHIG AN NOTE: Equipment used designated by /

PLATE LOAD TEST CHECK LIST LOCATION Tank Farm TEST SERIES Nest) N O. PL-2

• ELEVATION 628.6 : D ATE _ 7/3/ 79 TECH. R REVIEWER CAL FILE 2190 F g'

GOLDBERG,ZOINO,00NNICLIFF S ASSOCIATES,1NC.7220-g-79-3 5-2 i__ CONSULTANTS IN GEOTECHNICAL ENGINEERING _

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FIELD DATA SHEET o TOTAL TIME DIAL READINGS AVERAGE PLATE " " "' "'" '"

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0 ., 14:43 0 167 027 3119 0 0 1.08 0 6.20 6.38 5.60 5.69 El.'628.696(Survev ..

1.60 .71 1/2 .178 .039 .033 312 1.10 on top of base 1.0 1 ,179 ,040 ,033 .013 1.10 plate.)

1.4 2 ,180 .041 .034 .0 14 1.10 2.0_ 4 ,181 A42 .035 .015 ) 10 2.4 6 .181 .043 .035 .01s 1.10 3.2 10 ,182 043 4 36 .016 1.10 4 3.9 15 ,183 ,043 .036 .016 1_10 f

1.60 5.5 30 .183 114 1 037 .017 0.017 1.10 0.02 6.70 6.16 s_60 s_7n 016 .016 .018 FINA1. DTAT DT9PT. ACE 4ENTS flN.)

• n ,

u H

).

3 .

4 - -

O .

-a s 31 R EM AR KS: '

1. CONSUMERS POWER COMPANY '

l. COLUMNS A,8,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS 18 2

2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN Msi = 11440 PLATE LOAD TEST  :

aus= 32 DATA SHEET .

Msf = 11472 LOCATION TANK FARM TEST SERIES  !

3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _(MfEST) NO. PL-2 OF LOADING APPARATUS. ELEhATION_626[6 DATE 7/3/79 TECH. _JJ(/CL/EJ CHECKER c.I ./n.c. FILE 2190 F

" COLD 8 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,1NC.

O CONSUL.TAtJTS Irl GFnTFCilNIC A' F N G irJ F F R I N G q

SHEET 2 OF 7. .

PLATE LOAD TEST -

FIELD DATA SHEET TOTAL TIME DIAL READINGS AdERAGE PLATE PIANO WIRE / SCALE REMARK N ['"[d SdYOh* OfiuY U/iu')C

( ) N) W g n ( PD ( PD (Itn N O.

1.60 15:14 0 ,183 043 ,037 0 0.017 1.10 0.02 6.20 6.36 5.60 5.70 '

44.00 .71 1/2 218 070 081 .f}35 1.14 1.0 1 ,219 072 ,082 .016 1.14 1.4 2 221 075 084 .039 1.15 2 4 224 .080 ,087 .041 1.15 2.3 5-1/2 ,224 D80 .088 n/a 1.15 3.2 10 226 083 090 .045 1.15 3.9 15 228 085 A92 .047 1.15 5.5 30 i 229 ,087 93 .049 1.15 6.7 45 ,230 087 ,094 .049 1.16 ,

4.06 7.7 60 230 087 D94 0.066 1.16 O_OR 6.18 6.38 5.60 5.70 -

N -

'N

.O O

,047 044 f157 DTAT. DTSPI.ACEMENTS (This. Increment -- Irl 1 i

.N 063 D60 .075 TOTAL DIAL DISPLACEMENTS (IN.)

P i V'

m REMARKS:

CONSUMERS POWER COMPANY

1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I & 2

2. MICROSTRAIN READINGS THIS INCREMENT MIDL AN D,MICHIG AN usi = 11440 PLATE LOAD TEST AMs= 94 D ATA SHEET Msf : 11534 LOCATION TANK FARM TEST SERIES (WESTj c NO. PL-2 .

3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT ~

OF LOADING APPARATUS.

ELEVATION.620 4 2 DATE 7/3/79 .

TECH..JK/CL/Ed : ,'

CHECKER c.L./D.C. FILE 2190 F .

GOLDUERG,ZOINO,DUNNICLIFF 8 ASSOCI ATES,1NC. -

CONSill.TArlTS IN GFOTFrHrilC Ai FNGINFFRING ,

SHEET 3 0.c 7 PLATE LOAD TEST -

FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANO WIRE /

ON ) Ek Su#5f N)# 0[lN) IN)

( N) IN) $K EM h) N O.

4.064 16:15 0 ,230 ,087 ,094 0 0.066 1.16 0.06 6.18 6.38 5.60 5.70 T = 29.0 C 7.74 .71 1/2 284 ,144 .157 .Os8 1.23

,146 060 Soil around wire 1.0 1 .286 _160 1.24 line nost damnonei by rainwater.

1.4 2 290 .150 .164 .064 1.24 Annears to have swelled slightly 2.0 4 ,294 ,156 .169 .069 1.24 cnusine mnvoment 2.2 5 /> 9 5 J56 ,170 .070 1.?s 3.2 10 .299 1162 37s .075 1_?s T = 28.6* C. .

t 3.9 15 M02 ,166 .178 .078, 1_?s 5.5 30 306 .169 ,182 .082 1.25 6.7 45 309 173 elas .085 1.26 7.74 7.7 60 311 .176 ,187 .088 0.154 1.26 0.18 6.19 6.40 5.60 5.70 M

M M

3 k 081 089 093 DIAL DISPLACD1ENTS (TIIIS INCREttENT -- IN.)

k .144 149 168 TOTAL DIAL i)ISPLACDIENT (IN.)

?

?

u c REMARKS: '

1. COLUMNS A,0,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I 8 2 a 2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN o usi = 11440 PL ATE LOAD TEST .

aus= 188 D ATA SHEET Msf= 11628 LOCATION TANK FARM TEST SERIES -

3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _MEST) NO.PL-2 OF LOADING APPARATUS. ELEVATION.S28. 6 DATE 7/3/79 TECH. AK/CL/EJ CHECKER- c.i../0.c. FILE 2190 F -

GOLDBERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC.

CONSULTAt1TS IN GEOTECilNICM FNGINFFRING '

^g SHEET 4 CF 7 i PLATE LOAD TEST -

FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE ," " "' '" " '"

LOAD PLANO WIRE / SCALE REMARK (TONS)Tiugk ELAPSEf DIAL A T*II '[* A B C D NO' tu N) (in) DIAhBOIAbC (iN (IN (TN) (IN) *8@f* 5" njf C" Imi (TN) (TN) (TN) (TN) {

7.744 17:18 0 311 ,176 187 0 0.154 1.26 6.18 Cracks in soil around 0.18 6.38 5.60 5.70 _ninen fIrst nnriceti 11.42 .71 1/2 372 248 258 .068 1.35 (< 1/16" wide).

1.0 1 377 ,256 264 .074 1.4 2 383 <264 272 .082 1.36 T = 28.7* C

?.O 4 .191 .271 3R0 .089 2.2 5 .104 276 ,? A1 .093 i_37 3.2 10 402 286 291 .102 1.38 Raining.

3.9 293 .108 Wire line rod in <

15 .407 298 1.39 damnened sofi nren .

5.5 "10 415 299 306 .115 i,40 Shij[ars m W y

6.7 45 419 ,307 ,31 j .121 1.40 4

V 7.7 60 A21 ,310 ,11s .125 1.42 6.19 6.34 5.60 5.70

• O 3 1.1.42 8.4 70 424 315 ,317 .127 0.281 1.42 0.34 o i.

2 4

,113

] .139 .130 DTAT. DISPI.ACEMENT (TIITS TNCREMENT - TN.) *

-a .257 288 298 TOTAT. DIAL DISPLACEMENT (IN.)

?

s)

J R EM AR KS:

1. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PL ANT UNITS I & 2

2. MICROSTRAIN READINGS THIS INCREMENT MIDLAND, MICHIGAN j H Msi = 11440 PLATE LOAD TEST tc aus= 282 .

DATA SHEET ,

ri Msf= 11722 5 LOCATION TANK FARM TEST SERIES i g 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT (WEST) NO. PL-2

'I OF LOADING APPARATUS. ELEEh~ TION.620.6

• DATE 7/3/79

) TECH.JK/CL/EJ '

CHECKER C.I../D.C. FILE 2190 F 3

GOLDBERG,ZOINO,DUNNICLIFF a ASSOCIATES,1NC.

CONSill.TANTS IN GEOTECilNIC A ENGINEFRING ,

SHEET 5 OF 7 PLATE LOAD TEST -

FIELD DATA SHEET TOTAL TIME DI AL READINGS AVERAGE PLATE PIANO WIRE / SCALE H MONI ORIN POINTS REMARK (TON ) N S$ U'N)*

(

UliN)U/iN)C IN) IN) E"

/, T_ .n. ,

O (IN) (TN) (T c

L 1. 4 2.. 18:30 0 424 315 317 0 0.281 1.42 0.34 6.19 6.34 5.60 5.70 '

4 15.10 0.7 1/2 461 360 ,361 042 -

1.0 1 469 368 369 .050 --

1.4 2 478 378 378 .059 -

2.0 4 488 .390 389 .070 1.49 2.2 5 491 394 392 .074 1.51 T = 17.9*C 3.2 10 502 407 404 086 1,51 3.9 15 ,508 413 410 .092 1.52 'l 5.5 30 522 428 424 .106 1.53 '

6.7 45 530 438 A33 115 1.54 -

%4 7.7 60 536 444 .438 121 1.54 15.10 8.7 75 ,540 447 442 .124 0.405 1.55 0.47 6.18 6.35 5.61 5.70 D.

t  :

44 116 132 125 FINAL DIAL DISPLACl?MENTS, (TIIIS ,INCREEENT --TN.) 1 373 420 423 (IN.)

TOTAL DIAL DISPLACEMENT 0

REMARKS:

1. COLUMNS A,8,C, AND_D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2

• g 2: MICROSTRAIN READINGS THIS INCREMENT MIDL AND,MICHIG AN 3 u,i = 3144o PLATE LOAD TEST aMs= 376 DATA SHEET .

m s

Msf = 11816 '

~ LOCATION TANK FARM TEST SERIES j 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT _LWEST) NO. PL-2 4

OF LOADING APPARATUS. ELEVATION E28.6

• DATE 7/3/79 _ i 5

TEC H. _J K/CL/ EJ 5 CHECKER _ c.L./0.c. FILE 2190 F GOLD 0 ERG,ZOINO,DUNNICLIFF a ASSOCI ATES,lNC '[

CDP 89118 TArlTS Ifl GFOTFellfile M Fric.!r'FrnitlG  ;

PLATE LOAD TEST -

FIELD DATA SHEET TOTAL TIME DIAL READINGS AVERAGE PLATE HE AVE MONITORING POINTS PIANC WIRE /

^ ' '

ON ) ""k '[uY U'gN)" iiuYi,*uf (T IN) , D g

N O.

15.1M 19.50 0 540 .447 442 0 0.405 1.55 n.47 6 in 6.35 5.61 5.70 T=18.6C 18./8 0. 7 1/2 587 .507 494 .051 ~~

1.0 1 596 .517 505 .063 -

1. 4 2 607 .528 ,516 .0 74 -

c 2.0 4 - - - - -

2.2 5 .624 .546 532 .091 1.65

1. 7 10 .639 .560 547 .106 1 66 3.9 15 .647 .5 7n 554 .11A 1 AA 8

5. 5 30 .664 .588 571 .111 1 64

6. 7 45 fi74 ,598 581 ,141 1.70 '

7.7 60 680 ,607 587 .148 1.71 N

to 8.7 75 .586 .612.593 .154 1.71 to O 9.5 90 Ji95 621 602 .163 1.72 6.16 6.35 5.63 5.68  :

O 10.95 120 701 .62R 609 .170 i 7t l_1. 6 las 707 .6 % 61A .17s 1_.74 T-18.4 C O L 18.78 12.2 150 711 .637 617 .179 0.584 1.74 0.66 V1 171 ,190 , 175 DIAL DISPIJ CEMENTS (This increment.-- IN.)

g

. 544 .610 598 .

TOTA 1 DTAI. DISPI,/ CEMEN'l (IN.) ,h REMARKS:

I. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2

2. MICROSTRAIN READINGS THIS INCREMENT MID L AND,MICHIG AN no usi = 3,44o PL ATE LOAD TEST (

Y aus= 470 D ATA SHEET Msf= 11910 LOCATION TANK FARM TEST SERIES ,,

3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WEIGHT

_(W~ EST ) NO. PL- 2 J i

OF LOADING APPARATUS. ELEUd_ TION 326.6 D ATE 7/ 3 /79 f

• TEC H. .J_K/CL/ EJ CH ECKER C.I.. /D.C. FILE 2190 F GOLDUERG,2OINO,DUNNICLIFF & ASSOCIATES.lNC.

CONSULTANTS IN GEOTECHNICAL ENGINEERING .j' '

n.

SHEET 7 ' OF 7 i PLATE LOAD TEST -

FIELD' D ATA SHEET TOTAL TIME Ol AL READINGS AVERAGE PLATE HE AVE MON ITORIN G POINTS PIANO WIRE /

T NN ^

SuTO$3 8fuftiuY

( N) IN) ,

tu a f g D N O. ,

18.78*22:30 0 711 637 fil ? O 0.584 1.74 0.66 6.16 6.35 5.63 5.68 24.23 0.7 1/2 .77s ,71s ARR .071 1.0 1 .7R7 ,727 .700 1083 Rainine i 1.4 2 .804 ,744 .717 .100 t as lieavily 2.0 4 ,824 ,765 ,736 .120 1.87 2.2 5 ,829 ,770 ,742- .125 1.88

, 1. 2 10 .84R .791 761 _146 1_90 3.9 15 ,863 ,807 ,784 .163 1.91 T = 18.,5 C -

5.5 30 887 .832 ROI .185 1_94 6.7 45 ,901 .845 ,813 .198 1.95

• lq 7.7 60 .916 .135 ,ib* 212 1.96

] 8.7 75 .2$5 .141 .150 _221 1.97 6.15 6.34 5.64 5.65

• Reset 920=.250' IO '

9s on , ?6 ? .i sn _1 s s ,997 0.811 1.98 0.90

,2 i

105

- - - utais reset-Movement of

• q --

reterence Deam.

e

• 120 - - -

Water flowing

.;y

{ 11.6 135 ,053 .203 D07 into pit-soll swelline.

ih 19.9 isg .ns7 _?ns .0J 2 14,23 .180 ,069 ,225.027 erral ic.

NaMNfo M bu$t E*.#1 lSI"EfiN"&ntb""

Jest terminated.

' CONSUMERS POWER COMPANY

l. COLUMNS A,B,C, AND D REPRESENTS HEAVE MONITORING POINT MEASUREMENTS MIDLAND PLANT UNITS I & 2 *

2. MICR0 STRAIN READINGS THIS INCREMENT MIDL AN D,MICHIG AN Msi = 11440 PLATE LOAD TEST aMs = 610 D ATA SHEET

. Msf = 12050 LOCATION TANK FARM TEST SERIES

, 3. TOTAL LOAD CALCULATED FROM LOAD CELL READINGS. ALSO INCLUDES WElGHT

_LWEST) NO. PL-2

• i OF LOADING APPARATUS. ELEUdTION.SZ8J

• D ATE 7/ 3 /79

• TECH.dK/CL/EJ

CHECKER c.I../D _c_

FILE 2190 F GOLDUERG,ZOINO,DUNNICLIFF & ASSOCIATES,1NC. ,

4 i

CONSULTANTS IN GEOTECHNICAL ENGINEERING 1

.: