1. sabine neches pa 8 gintlogs final.2014-07-15 87
    2. sabine neches pa 8 gintlogs final.2014-07-15 88
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    90
    78
    49
    38
    27
    89
    51
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    67
    103
    1.5
    1.1
    1.4
    0.9
    1.9
    3.5
    1.5
    1.8
    1.7
    2.4
    1.25
    0.5
    0
    0
    0
    0.4
    0.7
    1.5
    3.2
    1.5
    1.4
    1.4
    1.5
    9
    5
    8
    16
    16
    20
    20
    20
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    22
    18
    19
    19
    19
    17
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    18
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    ST
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    ST
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    ST
    ST
    ST
    ST
    ST
    ST
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    Fat CLAY, light brown, firm, with shell
    fragments 0'-4'
    less sand
    greenish gray
    light brown and greenish gray mottled, stiff,
    with wood debris 6'-8'
    firm
    soft
    less sand, dark gray, very soft, with shell
    fragments 12'-14'
    soft
    more sand, dark gray and greenish gray
    greenish gray and light brown mottled, stiff
    very stiff
    stiff
    Lean CLAY with SAND, greenish gray and
    light brown mottled, firm
    light brown, with sand seams and cracks
    30'-32'
    stiff
    CH
    CL
    0.76
    0.29
    0.25
    14
    2
    11
    9
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    13.1835 ft
    NORTHING
    13890668.45 ft
    WEATHER
    cloudy, 40s, windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574766.581 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    40 ft
    AT TIME OF DRILLING
    29.10 ft / Elev -15.92 ft
    DATE STARTED
    12/6/2013 7:15:00 AM
    COMPLETED
    12/6/2013 1:00:00 PM
    15 MINUTES AFTER DRILLING
    18.60 ft / Elev -5.42 ft
    (Continued Next Page)
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX
    MINUS #200 SIEVE
    CONTENT (%)
    LIQUID
    LIMIT
    ATTERBERG
    LIMITS
    MOISTURE
    CONTENT (%)
    DRY UNIT WT.
    (pcf)
    FIELD TORVANE
    (tsf)
    POCKET PEN.
    (tsf)
    RECOVERY
    (in)
    SAMPLE TYPE
    DEPTH
    (ft)
    0
    5
    10
    15
    20
    25
    30
    35
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 1 OF 2
    BORING NUMBER 13-B173
    CLIENT
    USACE-Galveston District
    PROJECT NUMBER
    W912HY-13-D-0001-DY05
    PROJECT NAME
    Sabine Neches Placement Area 8
    PROJECT LOCATION
    Port Arthur, TX
    COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 7/15/14 13:11 - C:\USERS\PUBLIC\DOCUMENTS\BENTLEY\GINT\PROJECTS\SABINE NECHES PA 8 FINAL, EDITED.GPJ
    Quaternary Resource Investigations, LLC
    13588 Florida Boulevard
    Baton Rouge, LA 70820
    Telephone: 225-292-1400
    Fax: 225-292-1404
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    ST