ML20095F473
| ML20095F473 | |
| Person / Time | |
|---|---|
| Site: | Byron  |
| Issue date: | 06/20/1975 |
| From: | Holmes H H.H. HOLMES TESTING LABORATORIES, INC. |
| To: | |
| Shared Package | |
| ML20095F391 | List: |
| References | |
| 37, NUDOCS 8408270284 | |
| Download: ML20095F473 (1) | |
Text
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. JUL 9 1975 4
- ,s a Ay._X l 2 vtluatien SIMION CONSTR.
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- construction materials H. M. MC
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o 170 Shepard Avenue e Wheeling, Illinois 60090
- Area Codo 312
- S41 4040
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P.O. 00X 2184 ROCKFORD ILLINOIS AREA 815 633 9066 e 3368 MICHIGAN STREET EAST CHICACO INDIANA REPORT OF FIELD COMPACTION TESTS
'LIENT
- C0hNONWEALTH EDISON COMPANY REPORT NO.
37
'ROJECT : BYRON' NUCLEAR POWER STATION, PRELIB1INARY DATE 6/?n/74 SITE t'ORK, UNITS #1 6 2, P.O. #160890-SCD-84 IEST DATA:
l b'aximum l
In Place l
Cest' Soil ID Lab Dry lW/C Dry 5 Comp.
Concents lo.
Date Elevation ihmber Density Density
-3h' Below 1
6/20/7S Grade 867 44 139.3
'8.1%
133.5 95.8%
'2 A/S
-20' Below l
'2 6/20/75 Grade 867 44 139.3 8.1%
137.3 98.6%
2 A/S
-3's' Below I
3 6/20/75 Grade 867 44 139.3 7.6%
134.3 96.4%
2 A/S
-14S' Below l 7.2%
134.0 96.2%
2 A/S 4
6/20/75' Grade 867 44 139.3 1
-11' below 5
6/20/75 Grade 867 44 139.3 8.0%
136.8
- 98. 2 %-
2 A/S TEST LOCATION:
1 Swi.tchyard, 43+40N 6 31+00E, Lift 'Ihickness 6"
,2 Skitchyard, 43+ SON 6 2S+00E, Lift Thickness 6" 3
Switchyard,41-50N S 31+50E, Lift Thickness 6" 4
Switch,brd, 41+00N S 27+70E, Lift Thickness 6"
-5 Switchyard. 41+55N 6 30+00E, Lift Thickness 6" s
NOTES:
A. TEST RESULTS COMPLY DENSITIES SHOWN: Lbs./Ft.3
- 1. EMBANKhENT (FILL)
WITH SPECIFICATIONS E@lRED WATER CONTENT : % of Dry Density
- 2. BACKFILL A
ECO N CTIO.N
% COMPACTION. : Eased on Maximun Dry
- 3. BASE COURSE N. NUCLEAR F'ETHOD Density'obtained on Sample D. RUBBER BALLOON METHOD indicated by Soil ID number
- 4. SUSBASE S. SAND, CONE FETHOD 8408270284 840810 PDR ADOCK 05000454 E
PDR l-Mr. A.W. K'leinrath b
3-Mr.. W.H. Donaldson
/
M H. H. HOLBES 1-Mr. J. Deress
- l-Sargent S Lundy C