1. sabine neches pa 8 gintlogs final.2014-07-15 66
    2. sabine neches pa 8 gintlogs final.2014-07-15 67
    alt
     
    24
    19
    18
    42
    42
    11
    82
    82
    81
    52
    66
    61
    29
    30
    42
    35
    31
    29
    39
    23
    55
    39
    34
    29
    21
    93
    84
    90
    89
    95
    101
    4.0
    1.5
    2.3
    2.25
    2.0
    3.2
    1.0
    1.5
    1.5
    2.4
    3.0
    2.1
    10
    12
    13
    19
    6
    18
    8
    18
    10
    17
    18
    16
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    SS
    ST
    NR
    ST
    2-2-5
    (7)
    Fat CLAY, light brown and greenish gray
    mottled, very stiff, with sand seams 6'-8',
    cracks 23'-25' and shell fragments 8'-13'
    stiff
    firm
    less sand, greenish gray
    very stiff
    more sand, stiff
    dark gray, with clay seams 23'-25'
    Lean CLAY with SAND, greenish gray, stiff,
    with sand seams and a trace of shell
    fragments 25'-27'
    less sand, greenish gray and light brown
    mottled, very stiff
    light brown, with sand seams 33'-35', stiff
    CH
    CL
    0.84
    0.75
    6
    2 12
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    17.8231 ft
    NORTHING
    13884469.19 ft
    WEATHER
    partly cloudy, windy, 30s to 20s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3576818.747 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    23.00 ft / Elev -5.18 ft
    DATE STARTED
    1/6/2014 1:15:00 PM
    COMPLETED
    1/7/2014 8:15:00 AM
    15 MINUTES AFTER DRILLING
    22.90 ft / Elev -5.08 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-B163
    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 13:11 - 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
     
    98
    99
    34
    29
    40
    44
    55
    22
    92
    75
    2.75
    1.7
    1.75
    1.1
    1.0
    1.75
    2.4
    19
    19
    19
    19
    18
    17
    18
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SAND, greenish gray, stiff,
    with sand seams and a trace of shell
    fragments 25'-27'
    (continued)
    firm
    Fat CLAY, dark gray and light brown, firm
    dark gray
    with shell fragments 63'-65', stiff