ML20134E518

Rept of Lab Grain Size Testing - Std Penetration Soil Test Borings for Category I Backfill,Vogtle Electrical Generating Plant

ML20134E518
Person / Time
Site:	Vogtle
Issue date:	08/08/1985
From:	Lancaster W LAW ENGINEERING TESTING CO.
To:
Shared Package
ML20134E505	List: ML20134E500 ML20134E518
References
NUDOCS 8508200300
Download: ML20134E518 (30)

Text

8.AW ENGINEERING TESTING COMPANY o.oi m - waca am - .. con August 8, 1985 2,[. A T GEORGIA 30324 Southern Company Services, Inc.

P. O. Box 2625 Birmingham, Alabama 35202 Attention: Mr. J. A. Bailey Subj ect : Report of Laboratory Grain Size Testing Standard Penetration Soil Test Borings For Category I Backfill Vogtle Electrical Generating Plant LETCo Job Number 7429 Gentlemen:

Law Engineering is pleased to submit the results of Laboratory Grain Size Testing for selected samples from the soil test borings performed in Category I Backfill at Plant Alvin W.

Vogtle. This laboratory testing was requested by Mr. Zia Yazdani of Bechtel Power Corporation on July 24, 1985.

The Gain Size distribution of the assigned samples was determined in the laboratory by first washing each sample over a #200 sieve (75 p,m), then determining the size distribution of the portion of the sample coarser than the No. 200 sieve by dry sieving. The testing procedures conf orm to ASTM D-1140-54(1971) and D-422-63 (1972). The results of the Grain Size Testing is presented on the attached Ta bl e 1 and on the individual Grain Size Distribution Sheets.

We have enjoyed assisting Georgia Power in this work, and look f orward to providing our services as the project continues. If you have any questions, do not hesitate to contact us.

Very truly yours, LAW ENGINEERING-TESTING COMPANY

,, d )/--

William A len Gncaster Civil Engineer

/es cc: Bechtel Power Corporation Zia Yazdani 850B200300 050012 PDR ADOCK 05000424 E PDR

I TABLE I PLANT ALVIN VOGTLE I JCD NO 7429 GRAIN SIZE TESTS I

, PERCENT SAND PERCENT GRAVEL PERCENT PASSING PERCENT FINES BORING SAMPLE DEPTH RETAINED ON NO 4 AND RETAINED PASSING NO NO NO (FT) NO 4 SIEVE ON NO 200 STEVE 200 SIEVE SPT-101 S-5 11.5-13.0 0 90.4 9.6 SPT-101 S-6 14.0-15.5 0 87.7 12.3 ISPT-102 SPT-102 S-3 S-4 6.5- 8.0 0 91.8 8.2 9.0-10.5 / 0 90.2 9.8 SPT-103 S-3 6.5- 8.0 0 90.1 9.9 S-3 6.5- 8.0 0 ISPT-104 SPT-104 S-4 9.0-10.5 0 90.6 88.2 9.4 11.8 SPT-105 S-2 4.0- 5.5 0 91.8 8.2 S-3 6.5- 8.0 0 93.7 6.3 ISPT-105 SPT-106 S-4 9.0-10.5 0 90.6 9.4 SPT-106 S-5 11.5-13.0 0 87.9 12.1 SPT-107 S-5 11.5-13.0 0 94.1 5.9 ISPT-107 S-6 14.0-15.5 0 91.2 8.8 SPT-107 S-7 16.5-10.0 0 87.8 12.2 SPT-108 S-4 9.0-10.5 0 85.0 15.0 SPT-108 S-5 11.5-13.0 0 87.8 12.2 SPT-100 S-6 14.0-15.5 0 90.0 10.0 SPT-109 S-2 4.0- 5.5 0 92.4 7.6 S-3 6.5- 8.0 0 93.4 6.6 ISPT-109 SPT-109 S-4 9.0-10.5 0 91.7 8.3 SPT-109 S-5 11.5-13.0 0 90.8 9.2 SPT-109 S-6 14.0-15.5 < 0 89.5 10.5 SPT-110 S-2 4.0- 5.5 0 90.7 9.3 SPT-110 S-3 6.5- 8.0 0 90.9 9.1 SPT-110 S-5 11.5-13.0 0 90.8 9.2 SPT-110 S-6 14.0-15.5 0 89.8 10.2

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