1. sabine neches pa 8 gintlogs final.2014-07-15 25
    2. sabine neches pa 8 gintlogs final.2014-07-15 26
    3. sabine neches pa 8 gintlogs final.2014-07-15 27
    alt
     
    29
    35
    59
    71
    97
    95
    99
    99
    78
    88
    106
    42
    31
    60
    55
    72
    68
    66
    30
    57
    23
    82
    88
    67
    59
    88
    69
    4.1
    3.25
    1.5
    2.0
    1.0
    1.75
    1.4
    1.3
    1.4
    3.2
    15
    9
    8
    12
    12
    16
    17
    20
    20
    18
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown, stiff, with a trace of
    shell fragments 0'-33' and sand
    dark gray and light brown mottled, stiff
    dark gray, soft
    firm
    with sand seams 13'-28', stiff
    firm
    CLAY with SAND, very soft, dark gray
    Fat CLAY, dark gray, very soft
    firm
    greenish gray and light brown mottled, very
    stiff
    CH
    CL
    CH
    1.63
    0.28
    0.16
    5
    2
    11 16
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    21.2993 ft
    NORTHING
    13881419.39 ft
    WEATHER
    cloudy to partly sunny, foggy, calm to windy, 50s to 70s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3568851.231 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    18.80 ft / Elev 2.50 ft
    DATE STARTED
    2/10/2014 8:00:00 AM
    COMPLETED
    2/14/2014 3:45:00 PM
    15 MINUTES AFTER DRILLING
    14.30 ft / Elev 7.00 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-B145
    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
     
    17
    26
    19
    58
    91
    99
    100
    36
    84
    22
    29
    30
    32
    43
    46
    49
    31
    25
    108
    92
    78
    92
    3.1
    3.2
    2.2
    3.0
    2.7
    2.5
    3.2
    2.75
    2.7
    17
    18
    18
    20
    20
    20
    19
    17
    18
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, dark gray, very soft
    (continued)
    Lean CLAY, greenish gray and light brown
    mottled, firm
    light brown and greenish gray mottled, with
    sand seams 43'-45' and cracks 43'-45'
    very stiff
    Fat CLAY, dark gray, stiff
    very stiff
    stiff
    CH
    CL
    CH
    0.83
    0.76
    3
    4
    22
    (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 (%)
    CONFINING
    PRESSURE (psi)
    PAGE 2 OF 3