ML20052F620

Addl Test Results,Foundation Till - Perimeter Dike Soil Boring & Testing Program Midland Plant - Units 1 & 2

ML20052F620
Person / Time
Site:	Midland
Issue date:	12/09/1981
From:	Campbell L WOODWARD-CLYDE CONSULTANTS, INC.
To:
Shared Package
ML20052F605	List: ML20052F604 ML20052F611 ML20052F616 ML20052F620
References
81C217-4, NUDOCS 8205130251
Download: ML20052F620 (44)

Text

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Vlaodward Clyde Consutiants Chicago lihnois 60603 312 939 1000 Te,em 253875 (WOODWARD CGO) r!CLOSURT 3 9 December 1981 81C217-4 Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 Attention: Dr. T. R. Thiruvengadam Section Head - Civil Engineering Mail Code P-14-400

Subject:

Additional Test Results Foundation Till - Perimeter Dike Soil Boring and Testing Program Midland Plant - Units 1 and 2 Gentlemen:

On 1 July 1981, we issued a report presenting test results for fill and foundation materials from the Perimeter and Baffle Dike Areas.

Results of both index property and strength testing of the foundation till deposit were included.

On 12 October 1981, Mr. Ramanujam verbally authori2ed the pro-cessing of the remaining tube and core samples of foundation till from the dike borings for the purpose of performing additional index property tests.

Such testing was recently completed and the results are presented herein.

These test results supersede a similar presentatian of results given in our draft report of 20 November 1981 entitled " Preliminary Additional Test Results, Foundation Till - Perimeter Dike, Soil Boring and Testing Program, Midland Plant - Units 1 and 2."

Recent index property testing included processing of 9 tube and 5 core samples and determinations of density, water content, con;istency (pocket penetrometer), liquid and plastic limits, and particle-size distribution.

Results of the recently completed index property testing of foundation till samples from Perimeter Dike borings COE-2 through COE-5 are listed in Tables 1 through 4, respectively.

C-nsulting Engmeers Geolog:sts and Envacemen:ai Scientists omees m otner Pnnem.i cir:es 8205130251 820503 PDR ADOCK 05000329 A

pon

2 To aid in correlating these additional data, the index property test results for foundation till previously tabulated in Appendix B of our 1 July report are also listed in the tables.

Similar data for sample S-17B from Baffle Dike boring COE-7 are presented in Table 5.

This sample had been previously included with the foundation till sumary based on similarities of the index and strength properties of the t'est specimen with those of other specimens of foundation till.

The tube densities reported in these tables were calculated assuming the sample diameter was that' of the inside diameter of the sampling tube.

Where two densities are reported, the larger value was calculated assuming the sample diameter was that of the inside diameter of the cutting edge of the tube.

Section densities were based on measurements of the sample. A list of abbreviations and symbols applicable to the laboratory testing data was previously included as Table B-0 in our 1 July report.

i Foundation till samples that have been tested for strength properties are noted in Tables 1 through 5.

The results of these strength tests were previously presented in Appendices D and E of our 1 July report.

Particle-size distribution data for selected sieve sizes are summarized in Tables 1 through 5; complete particle-size distribution curves and descriptions for 15 recently tested specimens of foundation till are pre-sented in boring-number order on Figs. I through 5.

For completeness, particle-size distribution curves for the 12 specimens of foundation till that were previously presented in Appendix C of our 1 July report are also included on the figures.

All index property test results of the foundation till from the Dike Areas are therefore presented in this report. Ranges and averages of these data are sumarized in Table 6.

Ranges in gradation are similarly presented on Fig. 6.

For comparison, the ranges and averages that were previously presented for foundation till in Table 3 and Fig. 3 in our 1 July report are also included in Table 6 and Fig. 6 of this report.

Woodward Clyde Cer. n".:nts

3 As shown, the ranges and averages of the index properties previously presented for the foundation till are consistent with those based on mors.

extensive testing and further confirm the judgment in our 1 July report that strength tests on foundation till "... have been performed on test specimens considered to be representative of the range of... material properties encountered in the dike borings."

If you have any questions regarding these additional test results, please call.

Very truly yours, Larry M. Campbell Project Manager LMC:snmc 8

Enclosure e

cc: Mr. N. Ramanujam (2 copies) i Mr. T.C. Cooke/D.E. Sibbald Dr. S.S. Afifi, Bechtel Mr. A.J. Boos, Bechtel Dr. R.B. Peck Dr. A.J. Hendron, Jr.

Dr. J.P. Gould, MRJD Dr. H.M. Horn, WCC Mr. D.M. Hendron, WCC Mr. R.S. Ladd, WCC t

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m 3l=

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@ Dr.ta previc.us.ly pre cated in 736fe 3 of Perimeter and Saffic Dike i

report of J July 1381.

i e

4 i

PARTICLE-SIZE DISTRIBUTION l

T OR CLAY COS8LES COAmSE FiNa CoAnSE }

utDium i

FINE I

DI AM E TE R U.S. STANDARD SIEVE SIZE UNIFIED SOtt CLASSIFICATION SYSTEM 8"

4" F' 14" 14" 3/8 "

4 to 20 40 80 100 200

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GR AiN SIZE IN MILLIMETERS 1

80 ming SAMPLE DEPTM ifti SYv80L CLAS$1FIC ATION wign

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FINE CCanst i vg 'Lv i

FINE g

OlavETER U S. STANDARD SIEV E SIZE IJNIFIED SOIL CLASSIFICAflON SYSTEM 8"

4" 7*

14" 14

18" 4

10 20 40 60 100 200 i

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=ig2 C2/2)

PARTICLE-SIZE DlSTRIBUTlON CCSOLES I C0 AR SE l

FINE ICOARSEI dEOtu FINE l

DI AME TE R U S. STANDARD SIEVE SIZE UNIFIEO SOlt CLAssipacATION SYSTEM 74"7' 1p*

p*

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GR AIN SIZE IN MILLtutTERS I i BO R iNG SAMPLE DEPTH :til SYv80L CL ASSIFIC ATION

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PARTICLE-SIZE DISTRIBUTION f COARSE O m ES l

MT OR CLAY I

FINE COARSE I utotu i

FINE I

Di g ER u S. STANDARD SIEVE SIZE UNIFIED SOIL CLASSIFICATION SYSTEW eer 1%-

se p-4 10 20 40 e0 100 200 100

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4" 7" 1%*

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10 20 40 60 100 200 100

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PARTICLE-SIZE DISTRIBUTION I

I GRAVEL i

SAND i

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COSSLES L

l CO A RSE I

FINE I COAm1E i MEDIUM i

FIN E l

l DI AME TE R U S. STANDARD SIEVE SIZE UNIFIED SOIL CLA.SS:F. CATION SYSTEM

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FINE COARSE I MEOiu I

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01 AM E TE R U.S. STANDARD SIEVE SIZE UNIFIED SOIL CLAS$1FICAT'ON SYSTEM S*

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PARTICLE-SIZE DISTRIBUTION OR CLAY 8

I CO A*$E I

FINE COARSE I MEOsuu I

FINE f

DI AM E TE R US STANDARDSIEVE11ZE UNIFIED SOIL CLASteFICATION SYSTEM

~

4~ 7*

14" 14'*

38" 4

10 20 40 80 100 2G3 a

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~

l 6"

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Vlaadwa:d Clyde ConsuRants Chicago. Ilhnois 60603 312 939-1000 Teien 253875 (WOODWARD C;'O) 9 December 1981 81C217-4 Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 Attention: Dr. T. R. Thiruvengadam Section Head - Civil Engineering Mail Code P-14-400

Subject:

Additional Test Results Foundation Till - Perimeter Dike Soil Boring and Testing Program Midland Plant - Units 1 and 2 Gentlemen:

On 1 July 1981, we issued a report presenting test results for fill and foundation materials from the Perimeter and Baffle Dike Areas.

Results of both index property and strength testing of the foundation till deposit were included.

On 12 October 1981, Mr. Ramanujam verbally authorized the pro-cessing of the remaining tube and core samples of foundation till from the dike borings for the purpose of performing additional index property tests.

Such testing was recently completed and the results are presented herein.

These test results supersede a similar presentation of results given in our draft report of 20 November 1981 entitled " Preliminary Additional Test Results, Foundation Till - Perimeter Dike, Soil Boring and Testing Program, Midland Plant - Units 1 and 2."

1 l

Recent index property testing included processing of 9 tube and 5 core samples and determinations of density, water content, consistency (pocket penetrometer), liquid and plastic limits, and particle-size distribution.

Results of the recently completed index property testing of foundation till I

samples from Perimeter Dike borings COE-2 through COE-5 are listed in Tables 1 through 4, respectively.

Consuttmg Engree s Geolog:sts I

an3 Envircernertal Scientists

[A Cices in Other Prmc: cal C.tles

4 2

To aid in correlating these additional data, the index property test results for foundation till previously tabulated in Appendix B of our 1 July report are also listed in the tables.

Similar data for sample S-178 from Baffle Dike boring COE-7 are presented in Table 5.

This sample had been previously included with the foundation till sumary based on similarities of the index and strength properties of the test specimen with those of other spewimens of foundation till.

The tube densities repo,rted in these tables were calculated assuming the sample diameter was that of the inside diameter of the s.ampling tube.

Where two densities are reported, the larger value was calculated assuming the sample diameter was that of the inside diameter of the cutting edge of the tube.

Section densities were based on m1asurements of the sample.

A list of abbreviations and symbo.ls applicable to the laboratory testing data was previously included as Table B-0 in our 1 July report.

Foundation till samples that have been tested for strength properties are noted in Tables 1 through 5.

The results of these strength tests were previously presented in Appendices D and E of our 1 July report.

Particle-size distribution data for elected sieve sizes are summarized in Tables 1 through 5; complete particle-size distribution curves and descriptions for 15 recently tested specimens of foundation till are pre-sented in boring-number order on Figs. I t%ough 5.

For completeness, particle-size distribution curves for the il specimens of foundation till that were previously presented in Appendix C of our 1 July report are also included on the figures.

All index property test results of the foundation till from the Dike Areas are therefore presented in this report. Ranges and averages of these data are sumarized in Table 6.

Ranges in gradation are similarly presented on Fig. 6.

For comparison, the ranges and averages that were previously presented for foundation till in Table 3 and Fig. 3 in our 1 July report are also included in Table 6 and Fig. 6 of this report.

t l

l l

l Woodward CP;6 C:r. r".:nts l

t

3 As shown, the ranges and averages of the index properties previously presented for the foundation till are consistent with tnose based on more extensive testing and further confirm the judgment in our 1 July report that strength tests on foundation till "... have been performed on test specimens considered to be representative of the range of... material properties encountered in the dike borings."

If you have any questions regarding these additional test results, please call.

Very truly yours, Larry M. Campbell Project Manager LMC:snmc Enclosure cc: Mr. N. Ramanujam (2 copies)

Mr. T.C. Cooke/D.E. Sibbald Dr. S.S. Afifi, Bechtel Mr. A.J. Boos, Bechtel Dr. R.B. Peck Dr. A.J. Hendron, Jr.

Dr. J.P. Gould, MRJD Dr. H.M. Horn, WCC Mr. D.M. Hendron, WCC Mr. R.S. Ladd, WCC Woodward Clyde Cencu:tants

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Bo<~,n9 A6. mR-3 Geounc/ Gue-face E/evee+ ion (ft) I'1 Shee+

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Propoed l>g 31k)*>

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=

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PES CRIPT/ON

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report of 1 July 13 8 J.

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A PARTICLE-SIZE DISTRIBUTION COSSLt$

l Coanst

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FeNE i CCants l wg oluw I fi%g i

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CC00LES I CO A All I

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PARTICLE-SIZE DISTRIBUTION l

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