1. sabine neches pa 8 gintlogs final.2014-07-15 19
    2. sabine neches pa 8 gintlogs final.2014-07-15 20
    3. sabine neches pa 8 gintlogs final.2014-07-15 21
    alt
     
    27
    31
    28
    50
    87
    84
    97
    91
    78
    96
    100
    77
    118
    112
    48
    44
    69
    50
    34
    38
    51
    52
    70
    35
    74
    76
    77
    75
    90
    83
    68
    58
    54
    2.0
    3.0
    0.8
    2.6
    1.1
    1.8
    0.8
    1.6
    1.8
    1.8
    1.4
    9
    9
    10
    17
    11
    18
    7
    18
    20
    19
    18
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    SS
    NR
    ST
    NR
    ST
    NR
    ST
    1-2-1
    (3)
    Fat CLAY, light brown and dark gray
    mottled, stiff, with shell fragments 0'-38' and
    some sand
    dark gray, firm
    dark gray and greenish gray mottled, soft,
    with a trace of organics 6'-13'
    firm
    dark gray, with sand seams 13'-23'
    more sand
    very soft
    less sand, soft
    stiff
    organic odor 33'-48', firm
    CH
    1.42
    0.48
    0.58
    0.26
    3
    1
    13
    3
    8
    20
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    16.1028 ft
    NORTHING
    13876430.52 ft
    WEATHER
    cloudy, windy, 30s to 40s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3568481.643 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    41.70 ft / Elev -25.60 ft
    DATE STARTED
    2/6/2014 4:45:00 PM
    COMPLETED
    2/7/2014 5:15:00 PM
    15 MINUTES AFTER DRILLING
    34.20 ft / Elev -18.10 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-B143
    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
     
    19 33 83
    15
    52
    71
    98
    22
    22
    19
    27
    29
    23
    22
    22
    109
    104
    99
    0
    1.1
    1.4
    0.9
    2.0
    2.1
    2.7
    0.8
    2.0
    1.9
    0
    19
    18
    20
    20
    16
    19
    15
    18
    20
    20
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    SS
    SS
    NR
    SS
    NR
    SS
    6-1-1
    (2)
    5-9-11
    (20)
    5-7-17
    (24)
    4-39-50
    (89)
    Fat CLAY, light brown and dark gray
    mottled, stiff, with shell fragments 0'-38' and
    some sand
    (continued)
    with a trace of organics
    more sand, greenish gray
    less sand, greenish gray and light brown
    mottled, stiff
    Fat CLAY with sand pockets, tan, stiff
    Clayey SAND, fine grained, light brown, very
    loose
    light brown and greenish gray, medium
    dense
    light brown
    very dense
    CH
    CH
    SC
    0.55
    1.15
    14
    12
    (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