1. sabine neches pa 8 gintlogs final.2014-07-15 59
    2. sabine neches pa 8 gintlogs final.2014-07-15 60
    alt
     
    22
    27
    18
    45
    70
    12
    90
    94
    97
    97
    78
    67
    97
    30
    47
    34
    23
    35
    36
    53
    41
    42
    31
    21
    25
    30
    88
    88
    71
    92
    102
    2.8
    1.2
    1.3
    3.6
    2.4
    3.8
    1.5
    1.25
    0.7
    0
    0
    1.6
    1.5
    1.1
    2.0
    9
    17
    8
    20
    8
    19
    9
    18
    15
    20
    19
    19
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown and greenish gray,
    very stiff
    light brown, stiff
    light brown and greenish gray, very stiff
    light brown, stiff, with shell fragments 6'-8'
    firm
    light brown and greenish gray mottled, soft,
    with sand seams 10'-12' and cracks 10'-12'
    more sand, very soft
    less sand, dark gray
    greenish gray and light brown mottled, firm
    stiff
    Lean CLAY with SILT, greenish gray and
    light brown mottled, firm, with cracks 33'-35'
    light brown, stiff, with sand seams 33'-35'
    CH
    CL
    1.88
    0.76
    0.82
    5
    2
    13
    12
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    9.3123 ft
    NORTHING
    13890814.58 ft
    WEATHER
    cloudy, foggy, 70s, light breeze to windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3576616.271 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    19.20 ft / Elev -9.89 ft
    DATE STARTED
    12/5/2013 10:10:00 AM
    COMPLETED
    12/5/2013 3:30:00 PM
    15 MINUTES AFTER DRILLING
    9.90 ft / Elev -0.59 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-B160
    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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    100
    34
    35
    44
    55
    89
    88
    1.7
    1.5
    1.4
    1.1
    1.5
    1.5
    1.25
    20
    18
    19
    19
    19
    19
    19
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SILT, greenish gray and
    light brown mottled, firm, with cracks 33'-35'
    (continued)
    Fat CLAY, greenish gray and light brown
    mottled, firm
    greenish gray