ML20095F511
| ML20095F511 | |
| Person / Time | |
|---|---|
| Site: | Byron  |
| Issue date: | 07/22/1975 |
| From: | Holmes H H.H. HOLMES TESTING LABORATORIES, INC. |
| To: | |
| Shared Package | |
| ML20095F391 | List: |
| References | |
| 81, NUDOCS 8408270292 | |
| Download: ML20095F511 (2) | |
Text
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,Q fl70 Shepa d Avenue e Whooling, Illinois 60090
- Area Code 312'
- S41-4040'
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- P.o BOX 2184 ROCKFORDILLINOIS l
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.i00 AREA 815 633-9C66 D
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- 3868 MICHIGAN STREET
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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:
I.hximun In Place
{[D. {
I2st Soil ID Lab Dry W/C Dry 5 Comp.
Co==ents 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
!6 7/22/75 Grade S67 78 122.8 12.6%
118.5 96.5%
2 A/S 1 '
.EST LOCATION:
i 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"
[6 Switchyard,31+65E S 38+05N, Lift Thickness 6" l
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
- 3. BASE COURSE N. NUCLEAR METHOD Density obtained on Sample 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 Y/libNi I
[4cyt e 41r. W.ll. Donaldson
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H. H. HOLNES
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I 4tr. J. Deress 1-Sargent 4 Lundy l
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- inspecticn [
alL oilil _tl t-n i Sovaluati n r-ytr yj.r."3 t'[ 'iiisurch F
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construction materials ~
H. H. MOLMES TEG7DNG LA307JATORGES, DNC.
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- 170 Shepard Avenue
- Wheelina, Illinois 60090
- Arca Cade~.
312. *.541 4040 e P.O.DOX 2184 ROCKFORD LLLINOIS
ARCA815 633 9066 EAST CHICAGO INO!ANA F,
- 386S MICHtGAN STREET REPORT OF FIELD COMPACTION TESTS
-m.n CLIENT
- _ COMv0NWEALTH EDISON COf/PANY REPORT NO.
81
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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 y.
f. :$ -
I l
I TEST LOCATION:
7 Switchvard. 28+2nn g 3 +nny i ; g. m, ut,,,,m y,
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NOTES:
A. TEST RESULTS COMPLY DENSITIES SHOWN: Lbs./Ft.3
- 1. EMBANKtENT (FILL)
WITH SPECIFICATICNS 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
.