1. sabine neches pa 8 gintlogs final.2014-07-15 57
    2. sabine neches pa 8 gintlogs final.2014-07-15 58
    alt
     
    27
    15
    18
    59
    16
    12
    88
    91
    83
    70
    82
    86
    31
    30
    25
    32
    16
    44
    44
    46
    54
    26
    23
    25
    33
    88
    108
    77
    72
    98
    102
    1.0
    1.75
    1.9
    3.6
    1.3
    1.75
    1.8
    0
    2.1
    2.8
    2.2
    2.25
    6
    10
    6
    10
    13
    11
    17
    14
    20
    20
    20
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown, stiff, with sand
    seams and cracks 13'-15'
    very stiff
    less sand, dark gray, firm
    stiff
    more sand, greenish gray
    Lean CLAY with SILT and SAND, dark gray
    and light brown, very soft
    less sand, greenish gray and light brown
    mottled, stiff, with shell fragments 18'-23'
    with sand seams 28'-40', firm
    light brown, with cracks 33'-40', stiff
    CH
    CL
    1.34
    1.23
    0.52
    3
    4
    5
    8
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    10.4011 ft
    NORTHING
    13892639.77 ft
    WEATHER
    cloudy, 70s, windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3575815.994 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    60 ft
    AT TIME OF DRILLING
    12.40 ft / Elev -2.00 ft
    DATE STARTED
    12/4/2013 2:52:00 PM
    COMPLETED
    12/5/2013 9:30:00 AM
    15 MINUTES AFTER DRILLING
    9.50 ft / Elev 0.90 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 2
    BORING NUMBER 13-B159
    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 13:10 - 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
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    32
    33
    39
    42
    52
    90
    1.7
    1.6
    1.3
    1.5
    1.5
    20
    19
    18
    19
    18
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SILT and SAND, dark gray
    and light brown, very soft
    (continued)
    light brown and greenish gray mottled, firm
    greenish gray, stiff