Four Corner - Texas Water Development Board

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PROJECT:
CLIENT:
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FIELD DATA
Geotechnical Utility Study
Village of Oak Lake • Section 4
Fort Bend County, Texas
Oak Lake Estates, Ltd.
Houston, Texas
LABORATORY DATA
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PROJECT NO. 98-T T 27
BORING NO. B-6
DATE 7/29/98
SHEET 1
DRILLING METHOD(S):
Boring drilled using dry auger drilling methods to 15 ft.
GROUNDWATER INFORMATION:
Water in open borehole encountered at 15 ft during drilling.
SURFACE ELEVATION·
.
DESCRIPTION OF ~M
V~r:ihstiff dark gray CLAY (CHI
calcareous nodules
Very stiff dark gray SANDY CLAY ICLI
with ferrous nodules
tan and gray below 6 ft
Loose tan SAND iSP)
Boring terminated at T 5 ft
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!I--N • STANDARD PENETRATION TEST RESISTANCE
E P ·POCKET PENETROMETER RESISTANCE
~ T • POCKET TORVANE SHEAR STRENGTH
0
REMARKS:
Hand penetrometer measurements adjusted by a factor of 0. 6.
Borehole backfilled with soil cuttings on July 30, 1998.
Paradigm Consultants, Inc.