LOG OF BORING B-1

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Rock Engineering and Testing Laboratory, Inc.

4910 Neptune Street

Corpus Christi, Texas 78405

Telephone: (361) 883-4555

Fax: (361) 883-4711

CLIENT:

PROJECT:

LOCATION:

NUMBER:

SHEET 1 of 1

Pacific International Engineering, PLLC

Key Allegro Shoreline Stabilization

Rockport, Texas

C0200592

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FIELD DATA

POORLY GRADED

SAND, with shell fragments and gravel,

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brown, moist, medium.

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LABORATORY DATA

ATTERBERG

LIMITS

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DATE(S) DRILLED: 09/26/02 - 09/26/02

DRILLING METHOD(S):

Hollow Stem Auger

GROUNDWATER INFORMATION:

Groundwater (GW) encountered at a depth of 0.5' during drilling operations.

GW

@

the ground surface and the boring caved at

0.5'

immediately after completion of

drilling operations.

SURFACE ELEVATION: N/A

DESCRIPTION OF STRATUM

Same as above, very loose.

Same as above, trace shell and gravel, gray.

POORLY GRADED

SAND, some shell, gray, moist, loose.

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POORLY GRADED

SAND, with shell fragments, gray, moist,

very loose.

Boring was terminated at a depth of 20-feet.

REMARKS:

Boring location was determined by Pacific International Engineering, PLLC. Boring was

performed by Envirocore, Inc at N28 deg

02'12.2" W97deg 01' 31.6"

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U.S. SIEVE OPENING IN INCHES

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U.S. SIEVE NUMBERS

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HYDROMETER

6

4

3

2 1.5 1 3/4

1/23/8

3

4

6

810 1416 20

30 40

50

60

100140200

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90

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85

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