1. sabine neches pa 8 gintlogs final.2014-07-15 44
    2. sabine neches pa 8 gintlogs final.2014-07-15 45
    3. sabine neches pa 8 gintlogs final.2014-07-15 46
    alt
     
    13
    15
    19
    9
    14
    15
    43
    43
    98
    49
    75
    85
    22
    29
    34
    27
    16
    19
    27
    48
    26
    30
    35
    28
    25
    25
    93
    87
    98
    102
    3.1
    1.0
    1.9
    2.75
    1.0
    1.6
    0
    0
    0
    2.25
    2.25
    1.7
    14
    9
    10
    22
    14
    13
    10
    18
    16
    15
    17
    16
    ST
    ST
    ST
    SS
    SS
    NR
    SS
    ST
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    6-7-6-7
    (13)
    3-6-7-9
    (13)
    2-2-4
    (6)
    2-2-1
    (3)
    Lean CLAY with SAND, light brown, stiff,
    with sand seams 0'-4' and cracks 0'-4'
    firm
    Clayey SAND, light brown, medium dense
    SAND with SILT, fine grained, greenish
    gray, medium dense
    Lean CLAY with SAND, dark gray, very soft,
    with sand seams 12'-15'
    Clayey SAND, fine grained, greenish gray,
    very loose
    Lean CLAY with SAND, dark gray/greenish
    gray, very soft, with sand seams 20'-38'
    less sand, greenish gray, stiff, with shell
    fragments 23'-28'
    with cracks 28'-30'
    CL
    SC
    SM
    CL
    SC
    CL
    1.62 15 17
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    17.6597 ft
    NORTHING
    13893529.77 ft
    WEATHER
    cloudy, 40s and 50s, windy, some rain
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3572844.457 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    ---
    DATE STARTED
    11/24/2013 10:00:00 AM
    COMPLETED
    11/25/2013 8:53:00 AM
    15 MINUTES AFTER DRILLING
    12.60 ft / Elev 5.06 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-B153
    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 13:10 - 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
     
    26 53
    99
    79
    100
    34
    33
    41
    52
    53
    40
    48
    31
    88
    91
    71
    82
    90
    1.0
    1.0
    1.25
    1.2
    1.3
    1.5
    1.3
    2.4
    17
    19
    19
    20
    19
    19
    19
    19
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SAND, dark gray/greenish
    gray, very soft, with sand seams 20'-38'
    (continued)
    Fat CLAY, greenish gray and light brown
    mottled, stiff
    firm
    stiff
    with shell fragments 73'-78'
    CL
    CH
    1.02
    0.60
    1.39
    3
    10
    6
    24
    (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
    STRAIN (%)