SHEET 1 of 1
LOG OF BORING B-2
CLIENT:
Pacific International Engineering, PLLC
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Rock Engineering and Testing Laboratory, Inc.
PROJECT:
Key Allegro Shoreline Stabilization
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4910 Neptune Street
LOCATION:
Rockport, Texas
Corpus Christi, Texas 78405
Telephone: (361) 883-4555
NUMBER:
C0200592
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Fax: (361) 883-4711
DATE(S) DRILLED:
09/26/02 - 09/26/02
FIELD
DATA
LABORATORY DATA
DRILLING METHOD(S):
ATTERBERG
Hollow Stem Auger
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LIMITS
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GROUNDWATER INFORMATION:
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Groundwater (GW) encountered at a depth of 3.5' during drilling operations.
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2.5' and the boring caved at 3.5' immediately after completion of drilling
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operations.
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SURFACE ELEVATION: N/A
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DESCRIPTION OF STRATUM
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POORLY GRADED
SAND, with shell fragments, brown,
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moist, loose.
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Same as above.
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Same as above, trace shell, very loose.
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POORLY GRADED SAND,
gray, moist, very loose.
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N= 2
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Same as above, some shell fragments, gray, loose.
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Same as above, very loose.
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POORLY GRADED
SAND, some shell fragments, gray,
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moist, very loose.
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Boring was terminated at a depth of 20-feet.
L
N - STANDARD PENETRATION TEST RESISTANCE
Boring
REMARKS:
location was determined by Pacific International Engineering, PLLC. Boring was
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P - POCKET PENETROMETER RESISTANCE
performed by Envirocore, Inc at N28 deg 02' 05.6" W97deg 01' 31.5"
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T - POCKET TORVANE SHEAR STRENGTH
U.S.SIEVEOPENING IN INCHES
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U.S. SIEVENUMBERS
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HYDROMETER
6
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3
2 1.5
1 3/4
1/23/8
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810 1416 20
30 40
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