1. sabine neches pa 8 gintlogs final.2014-07-15 117
    2. sabine neches pa 8 gintlogs final.2014-07-15 118
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    38
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    21
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    92
    90
    74
    93
    109
    1.0
    2.5
    2.8
    2.1
    2.4
    1.5
    0
    1.4
    2.4
    2.5
    3.0
    2.7
    2.5
    0.75
    1.0
    1.2
    3.8
    2.5
    15
    13
    12
    15
    18
    14
    16
    17
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    ST
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    SS
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    10-10-13
    (23)
    0-4-5
    (9)
    Lean CLAY, light brown and greenish gray
    mottled, stiff, with a trace of roots 0'-2'
    with sand seams and cracks 6'-14'
    more sand, dark gray
    very soft
    less sand, greenish gray and light brown
    mottled, firm
    stiff
    very stiff
    stiff
    with trace shell fragments 22'-24'
    Clayey SAND, fine grained, light brown, very
    loose, with clay layers
    SILT, light brown, medium dense, with clay
    layers
    Lean CLAY with SAND, light brown, firm,
    with sand seams 34'-36'
    less sand, light brown and greenish gray
    mottled, very stiff
    stiff
    with cracks 34'-36'
    CH
    SC
    ML
    CL
    1.66
    0.39
    7
    3 17
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    4.895 ft
    NORTHING
    13895087.7 ft
    WEATHER
    sunny, windy to calm, 70s to 40s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574108.546 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    50 ft
    AT TIME OF DRILLING
    10.80 ft / Elev -5.91 ft
    DATE STARTED
    1/11/2014 12:20:00 PM
    COMPLETED
    1/12/2014 8:30:00 AM
    15 MINUTES AFTER DRILLING
    6.20 ft / Elev -1.31 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-B197
    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 13:12 - 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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    91
    2.0
    1.5
    2.25
    1.9
    2.0
    1.9
    2.3
    2.6
    19
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    19
    19
    19
    ST
    ST
    ST
    ST