1. sabine neches pa 8 gintlogs final.2014-07-15 1
    2. sabine neches pa 8 gintlogs final.2014-07-15 2
    3. sabine neches pa 8 gintlogs final.2014-07-15 3
    alt
     
    31
    34
    17
    58
    60
    36
    71
    72
    98
    92
    97
    89
    94
    53
    25
    30
    20
    18
    31
    63
    44
    63
    30
    24
    25
    25
    100
    90
    111
    86
    78
    97
    104
    102
    2.25
    3.4
    >4.5
    1.5
    1.4
    1.4
    1.0
    1.3
    1.9
    2.25
    1.8
    2.5
    12
    18
    10
    9
    16
    19
    19
    18
    18
    19
    16
    15
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown and dark gray
    mottled, sandy, with shell fragments 0' to
    11.5', stiff
    less sand, dark gray, with cracks at 2' - 6',
    soft
    hard
    stiff
    Lean CLAY with SAND, dark gray, with sand
    seams and cracks 17' - 21.5', trace of
    organics, soft
    firm
    light brown and greenish gray mottled
    with cracks 25' - 28', stiff
    CLAY, light brown, greenish gray and dark
    gray mottled, firm, with shell fragments
    28'-43'
    light brown and greenish gray mottled, stiff
    CH
    CL
    CH
    0.48
    1.81
    0.94
    1.94
    4
    6
    8
    8
    6
    25
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    18.0233 ft
    NORTHING
    13871345.93 ft
    WEATHER
    clear, windy, 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574153.38 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    37.40 ft / Elev -19.38 ft
    DATE STARTED
    1/21/2014 7:45:00 AM
    COMPLETED
    1/21/2014 3:45:00 PM
    15 MINUTES AFTER DRILLING
    25.60 ft / Elev -7.58 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-B137
    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 13:08 - 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
     
    33 69
    99
    102
    92
    21
    29
    30
    30
    42
    45
    54
    38
    38
    94
    93
    80
    78
    2.7
    2.4
    2.75
    2.9
    2.2
    1.8
    1.7
    1.8
    1.75
    17
    19
    19
    18
    17
    19
    18
    14
    16
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    CLAY, light brown, greenish gray and dark
    gray mottled, firm, with shell fragments
    28'-43'
    (continued)
    Lean CLAY, light brown and greenish gray
    mottled, stiff, with sand seams and cracks
    43-58'
    firm
    Fat CLAY, dark gray and light brown
    mottled, stiff, with iron staining
    dark gray, with sand seams and cracks
    60'-73'
    CH
    CL
    CH
    0.94
    1.54
    3
    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