1. sabine neches pa 8 gintlogs final.2014-07-15 107
    2. sabine neches pa 8 gintlogs final.2014-07-15 108
    alt
     
    25
    20
    43
    43
    87
    98
    98
    89
    68
    63
    51
    45
    23
    30
    30
    25
    21
    24
    27
    76
    93
    102
    104
    1.5
    1.5
    3.5
    2.5
    1.5
    2.25
    2.4
    2.2
    1.8
    2.25
    1.8
    2.6
    3.4
    2.2
    2.7
    2.4
    2.2
    18
    14
    15
    12
    10
    16
    15
    16
    16
    16
    18
    17
    17
    17
    19
    17
    18
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    Fat CLAY, dark gray and light brown, very
    soft, with sand seams and cracks 0'-8'
    greenish gray and light brown mottled, very
    stiff
    stiff
    very soft
    stiff
    greenish gray and dark gray mottled
    greenish gray and light brown mottled, with
    sand seams and cracks 20'-24'
    very stiff
    stiff
    CLAY with SILT and SAND, greenish gray
    and light brown mottled, stiff
    with sand seams and cracks 32'-34'
    very stiff
    CH
    CL
    0.19
    0.28
    1.47
    5
    14
    6
    7
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    7.1795 ft
    NORTHING
    13870938.33 ft
    WEATHER
    clear, windy, 60s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574142.319 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    50 ft
    AT TIME OF DRILLING
    10.00 ft / Elev -2.82 ft
    DATE STARTED
    1/14/2014 2:30:00 PM
    COMPLETED
    1/20/2014 3:00:00 PM
    15 MINUTES AFTER DRILLING
    4.90 ft / Elev 2.28 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-B192
    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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    99
    29
    32
    87 36
    3.3
    2.9
    3.25
    2.75
    2.3
    2.75
    2.75
    2.1
    18
    19
    18
    19
    19
    18
    20
    16
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    CLAY with SILT and SAND, greenish gray
    and light brown mottled, stiff
    (continued)