LOG OF BORING

FUGRO SOUTH INC. Gulf Coast Testing

PROJECT:

Bolivar Peninsula Shoreline Protection Project

Rollover Pass, Texas

PROJECT NO.

16-990144

BORING NO.

B-2

CLIENT:

Shiner, Moseley

& Associates, Inc.

DATE

6/29/99

Corpus Christi, Texas

STA.

SHEET

1

of

1

FIELD DATA

LABORATORY DATA

DRILLING METHOD(S):

ATTERBER~

Hollow stem augers to 7.0 feet. Mud rotary from 7.0 to 25.0 feet.

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GROUNDWATER INFORMATION:

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Groundwater noted on drilling rods at 7.0 feet during drilling operations.

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Boring caved at 20.0 feet upon completion of drilling operations.

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DESCRIPTION OF STRATUM

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N= 18

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Fine sand, some shell, trace clay, tan, dry, medium dense

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N= 17

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Same as above

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x

-

Fine sand, brown, very moist, medium dense

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N= 10

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Same as above

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Fine sand, some clay, trace shell fragments, brown, very

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moist, loose

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Same as above, gray.

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