1. sabine neches pa 8 gintlogs final.2014-07-15 7
    2. sabine neches pa 8 gintlogs final.2014-07-15 8
    3. sabine neches pa 8 gintlogs final.2014-07-15 9
    alt
     
    26
    27
    21
    57
    71
    65
    65
    92
    60
    92
    83
    98
    86
    26
    22
    39
    51
    31
    59
    27
    42
    37
    42
    47
    98
    81
    64
    82
    78
    4.4
    3.5
    1.5
    1.1
    1.2
    0.9
    1.1
    1.0
    1.7
    1.6
    2.1
    16
    5
    10
    18
    17
    19
    13
    19
    18
    17
    17
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    1-2-2
    (4)
    Fat CLAY, dark gray, very stiff, with sand
    seams 0'-68' and shell fragments 0'-80'
    with cracks 2'-33'
    less sand, soft
    firm
    trace organics
    increased sand
    soft
    firm
    less sand
    stiff
    CH
    0.30
    0.31
    0.65
    6
    9
    5 24
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    18.3334 ft
    NORTHING
    13867161.35 ft
    WEATHER
    cloudy, light wind to windy, 50s to 40s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3572779.471 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    66.90 ft / Elev -48.57 ft
    DATE STARTED
    1/23/2014 7:15:00 AM
    COMPLETED
    1/23/2014 4:20:00 PM
    15 MINUTES AFTER DRILLING
    63.70 ft / Elev -45.37 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-B139
    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
     
    27 77
    98
    104
    98
    71
    48
    72
    68
    70
    71
    66
    54
    52
    61
    59
    58
    67
    1.4
    1.6
    1.2
    0.8
    1.2
    0.9
    0.5
    1.0
    1.4
    1.2
    1.1
    18
    17
    19
    19
    19
    18
    19
    18
    19
    20
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    Fat CLAY, dark gray, very stiff, with sand
    seams 0'-68' and shell fragments 0'-80'
    (continued)
    with cracks 38'-68'
    organic odor 43'-53', firm
    very soft
    firm
    dark gray
    very soft
    firm
    CH
    0.22
    0.21
    1
    11
    41
    (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