ML20095F511

Rept of Field Compaction Tests

ML20095F511
Person / Time
Site:	Byron
Issue date:	07/22/1975
From:	Holmes H H.H. HOLMES TESTING LABORATORIES, INC.
To:
Shared Package
ML20095F391	List: ML20095F388 ML20095F438 ML20095F473 ML20095F511 ML20095F520
References
81, NUDOCS 8408270292
Download: ML20095F511 (2)

Text

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• Area Code 312'

• S41-4040' k

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• P.o BOX 2184 ROCKFORDILLINOIS l AREA 815 633-9C66

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• 3868 MICHIGAN STREET OOC

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L LUOF IELD COMPACTION TESTS CLIENT' : COMMONWEALTH EDISON COMPANY REPORT NO. 81 PROJECT '

BYRON NUCLEAR POWER STATION, PRELIMINARY DATE 7/22/75

. SITE WORK, UNITS #1 6 2, P.O. #160890-SCD-84 TEST DATA: "

!. I2st I.hximun  !

In Place Soil ID Lab Dry  ; W/C Dry 5 Comp. Co==ents  !

{[D. { Date Elevation Number Density Density j t -Z' Below ,

t!

1 7/22/75 Grade 867 10 129.3 11.4*3 126.9 98.1% 2 A/S

-Z' Below

' 2' 7/22/75 Grade 867 10 129.3 11.4% 125.3 96.9% 2 A/S I

below e 3 7/22/75 Grade 867 10 129.3 i 10.8% 125.7 97.2% 2 A/S i

-b-5/4' De- \

4 7/22/75 low Grade 867 52 124.0 l10.6% 121.0 97.6% 2 A/S  !'!

J -r below

'5' 7/22/75 Grade 867 1 130.1 10.5% 126.7 97.4%. 2 A/S I

-J' Belaw 1'

!6 7/22/75 Grade S67 78 122.8 12.6% 118.5 96.5% 2 A/S  !

i

.EST LOCATION:

1 Switchyard. 32+05N 5 31+70E, Lift Thickness 6"

l. 2 Switchyard, 30+50N S 30+00E, Lift Thickness 6" l

3 Switchyard, 54+40N S 29+00E, Lift Thickness 6" I 4 Switchyard, 35+10N 5 28+55E, Lift Thickness 6"

'5 S.<itchyard, 35+60N 5 2S+15E, Lift Thickness 6" l

[6 Switchyard,31+65E S 38+05N, Lift Thickness 6" t3TES:

A. TEST RESULTS COMPLY CZNSITIES SHOVN: Lbs./Ft. *

! V.ATER CCNTENT : 5 of Dry Density 2. BACKFILL 8. RECOMPACTION REQUIRED t COMPACTION  : Eased on Maximum Dry C. TEST IS AFTER RECOMPACTION Density obtained on Sample 3. BASE COURSE N. NUCLEAR METHOD indicated by Soil ID number 4. SUBBASE D. RUBBER BALLOON FETHOD S. SAND CCNE FETHOD 8408270292 840810 * '

PDR ADOCK 05000454 E PDR 4tr. A.W. IUeinrath 41r. W.ll. Donaldson Y/libNi I

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H. H. MOLMES TEG7DNG LA307JATORGES, DNC. i --- -- - .-

• 170 Shepard Avenue

• Wheelina, Illinois 60090

• Arca Cade~.312. *.541 4040 e P.O.DOX 2184 ROCKFORD LLLINOIS

ARCA815 633 9066

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• 386S MICHtGAN STREET ,.,,

EAST CHICAGO INO!ANA F, REPORT OF FIELD COMPACTION TESTS - - -

-m.n CLIENT :_ COMv0NWEALTH EDISON COf/PANY REPORT NO. 81 '9

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PROJECT: -: - BYRON NUCLEAR POWER STATION, PRELIMINARY DATE '7/22/75' SITE h'ORK, UNITS #1 6 2, P.O. #160890-SCD-84 ,t TEST DATA:

I '

".u imun  ! In Place

!?e st '. Soil ID Lab Dry j W/C Dry  % Corp. Co==ents No. Date '

Elevation IIumber Density Density

-3' Below

-l7'N 7/22/75 Grade 867 -

78 122.8 11. 8'; 118.0 06 9e  ? Als

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TEST LOCATION:

7 Switchvard. 28+2nn g 3 +nny i ; g. m, ut,,,,m y,

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NOTES: A. TEST RESULTS COMPLY

1. EMBANKtENT (FILL) WITH SPECIFICATICNS DENSITIES SHOWN: Lbs./Ft.3 * ' A I D WATER CONTENT  : % of Dry Density 2. BACKFILL A

. RECOMPACTION

% COMPACTION  : Eased on Maximum Dry

3. BASE COURS._t N. NUCLEAR METHOD -

Density obtained on Sample .

indicated by Soil ID nu=ber i+. SUBBASE

. AD 0 l-Mr. A.W. Kleinrath' N t'd M Mn 3-Mr. W.ll. Donaldson H. H. HOLIES 1-Mr. J. Ihress .

1-Sargent 5 Lundy

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