1. sabine neches pa 8 gintlogs final.2014-07-15 16
    2. sabine neches pa 8 gintlogs final.2014-07-15 17
    3. sabine neches pa 8 gintlogs final.2014-07-15 18
    alt
     
    25
    35
    21
    47
    75
    41
    93
    87
    99
    35
    90
    72
    110
    62
    39
    48
    42
    42
    38
    80
    40
    38
    36
    20
    80
    79
    75
    55
    87
    0
    2.4
    1.9
    1.4
    1.9
    1.9
    1.4
    1.7
    0
    1.8
    1.75
    4.4
    10
    9
    16
    19
    14
    18
    18
    15
    11
    19
    17
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    0-1-2
    (3)
    Fat CLAY, light brown, firm
    light brown and dark gray mottled, stiff
    firm
    soft
    stiff
    dark gray, soft
    dark gray and greenish gray mottled, with
    shell fragments, stiff
    Clayey SAND, fine grained, dark gray, with
    a trace of shell fragments 23'-28', very loose
    loose to medium dense
    CLAY, dark gray and light brown mottled,
    soft, shell fragments 30'-38'
    less sand, greenish gray and light brown
    mottled, very stiff
    CH
    SC
    CH
    0.83
    0.36
    0.35
    0.38
    4
    7
    2
    7
    6
    18
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    19.2529 ft
    NORTHING
    13874044.91 ft
    WEATHER
    cloudy to clear, windy, 40s to 30s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3569459.585 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    18.50 ft / Elev 0.75 ft
    DATE STARTED
    2/5/2014 2:40:00 PM
    COMPLETED
    2/6/2014 2:30:00 PM
    15 MINUTES AFTER DRILLING
    15.40 ft / Elev 3.85 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 3
    BORING NUMBER 13-B142
    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 13:09 - 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
    alt
     
    18
    20
    17
    34
    81
    99
    90
    35
    54
    24
    35
    26
    33
    41
    50
    33
    35
    30
    105
    97
    89
    91
    98
    1.5
    2.6
    3.0
    3.3
    2.2
    2.6
    2.2
    2.1
    1.1
    15
    19
    18
    17
    17
    19
    20
    20
    19
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    CLAY, dark gray and light brown mottled,
    soft, shell fragments 30'-38'
    (continued)
    Lean CLAY with SAND, greenish gray and
    light brown mottled, stiff, with sand seams
    38'-68'
    less sand, light brown, and crack 38'-43'
    very stiff
    stiff
    dark gray
    Lean CLAY, dark gray, stiff
    with shell fragments and sand seams 70'-80'
    firm
    CH
    CL
    CH
    1.89
    1.44
    6
    6
    (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)
    35
    40
    45
    50
    55
    60
    65
    70
    75
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE