1. sabine neches pa 8 gintlogs final.2014-07-15 47
    2. sabine neches pa 8 gintlogs final.2014-07-15 48
    alt
     
    20
    20
    20
    35
    34
    53
    97
    79
    96
    97
    55
    54
    73
    27
    20
    21
    26
    28
    24
    35
    26
    35
    32
    26
    27
    96
    103
    98
    94
    87
    89
    91
    1.25
    3.75
    1.5
    2.3
    3.2
    1.3
    1.6
    0.75
    1.0
    1.1
    0.75
    1.0
    1.8
    1.2
    10
    11
    13
    13
    10
    20
    21
    7
    16
    19
    20
    19
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown, stiff, with trace roots
    and shell fragments 0'-4' and cracks 0'-8'
    Lean CLAY with SAND, light brown, stiff
    more sand, light brown to dark gray, firm,
    with sand seams 6'-8'
    Fat CLAY, light brown to dark gray, firm,
    with sand seams 43'-45'
    less sand
    more sand
    less sand
    stiff
    firm
    CH
    CL
    CH
    1.35
    1.64
    0.86
    0.70
    7
    3
    3
    12
    4
    12
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    16.4487 ft
    NORTHING
    13894400.28 ft
    WEATHER
    cloudy, 50s, windy to clear, 60s, breezy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3573487.317 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    15.30 ft / Elev 1.15 ft
    DATE STARTED
    11/19/2013 11:30:00 AM
    COMPLETED
    11/20/2013 2:30:00 PM
    15 MINUTES AFTER DRILLING
    13.70 ft / Elev 2.75 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-B154
    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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    21 43 99
    100
    64
    33
    31
    33
    38
    37
    51
    53
    42
    89
    84
    73
    1.3
    1.8
    1.7
    1.4
    1.2
    0.75
    1.3
    1.2
    1.2
    19
    17
    20
    20
    20
    19
    19
    15
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown to dark gray, firm,
    with sand seams 43'-45'
    (continued)
    more sand, light brown, stiff
    less sand, very stiff
    with cracks 43'-45', firm