1. sabine neches pa 8 gintlogs final.2014-07-15 4
    2. sabine neches pa 8 gintlogs final.2014-07-15 5
    3. sabine neches pa 8 gintlogs final.2014-07-15 6
    alt
     
    NP
    18
    29
    NP
    24
    67
    26
    50
    61
    95
    81
    NP
    42
    96
    32
    30
    18
    20
    23
    22
    34
    37
    63
    61
    42
    34
    27
    95
    98
    89
    80
    65
    98
    2.7
    3.1
    1.25
    1.0
    1.0
    0.9
    0.8
    0.9
    1.0
    0.8
    0.8
    1.2
    1.6
    13
    14
    11
    7
    6
    16
    18
    16
    19
    19
    9
    18
    14
    ST
    ST
    ST
    SS
    SS
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    SS
    NR
    ST
    2-3-7
    (10)
    2-1-3
    (4)
    1-1-2
    (3)
    CLAY with SAND, dark gray and light
    brown, stiff, with sand seams 0'-4' and shell
    fragments 0'-18'
    very stiff
    SAND with SILT, fine grained, dark gray and
    light brown, loose
    less clay
    SAND, fine grained, dark gray, very loose
    Lean CLAY with sand, dark gray, soft, with
    sand seams 11.5'-18'
    Fat CLAY, dark gray, firm, with organic odor
    18'-27.5'
    CLAY with SAND and SILT, fine grained,
    dark gray, firm
    more clay, soft
    Fat CLAY, greenish gray and light brown
    mottled, soft, with sand seams 32.5'-35'
    CL
    SM
    SP
    CL
    CH
    CL-
    ML
    CH
    0.25
    0.52
    0.47
    6
    9
    6
    12
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    18.1714 ft
    NORTHING
    13868790.31 ft
    WEATHER
    clear, windy, 30s to 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3573667.158 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    21.20 ft / Elev -3.03 ft
    DATE STARTED
    1/22/2014 7:30:00 AM
    COMPLETED
    1/22/2014 3:15:00 PM
    15 MINUTES AFTER DRILLING
    18.10 ft / Elev 0.07 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-B138
    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
     
    19
    22
    31
    40
    89
    91
    50
    62
    29
    25
    24
    18
    27
    37
    47
    31
    103
    114
    91
    2.25
    1.0
    2.0
    >4.5
    4.0
    4.4
    3.25
    3.0
    1.3
    17
    12
    17
    15
    19
    20
    18
    19
    11
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, greenish gray and light brown
    mottled, soft, with sand seams 32.5'-35'
    (continued)
    less sand, stiff
    firm, with sand seam 38'-48'
    dark gray, stiff
    greenish gray and light brown mottled, very
    hard
    with sand seams 53'-68' and cracks 53'-55',
    very stiff
    dark gray
    dark gray and greenish gray mottled, with
    sand seams 73'-80', firm
    CH
    0.89
    0.82
    14
    10
    23
    (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