1. sabine neches pa 8 gintlogs final.2014-07-15 28
    2. sabine neches pa 8 gintlogs final.2014-07-15 29
    alt
     
    18
    33
    21
    31
    12
    58
    3
    85
    66
    59
    97
    94
    82
    98
    30
    91
    24
    116
    20
    22
    14
    19
    35
    36
    38
    41
    33
    78
    79
    24
    99
    95
    86
    84
    78
    54
    3.8
    3.7
    2.0
    2.25
    1.8
    1.75
    1.0
    1.1
    0.8
    1.0
    1.2
    1.6
    13
    7
    6
    9
    15
    18
    19
    17
    12
    24
    15
    17
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    SS
    NR
    ST
    NR
    ST
    2-1-2
    (3)
    Lean CLAY with SAND, light brown, very
    stiff, with sand seams 0'-15'
    stiff
    Fat CLAY, light brown and greenish gray
    mottled, stiff
    firm
    more sand, stiff
    dark gray, firm
    less sand, soft
    SILT, fine grained, dark gray, firm, with a
    clay seam
    Fat CLAY, dark gray, soft, with sand seams
    25'-28'
    greenish gray, with sand seams 33'-43', stiff
    CL
    CH
    ML
    CH
    1.36
    0.75
    0.37
    6
    4
    4
    8
    15
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    18.2213 ft
    NORTHING
    13883934.47 ft
    WEATHER
    clear, windy, 40s to 60s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3569337.062 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    19.60 ft / Elev -1.38 ft
    DATE STARTED
    2/15/2014 8:45:00 AM
    COMPLETED
    2/15/2014 2:30:00 PM
    15 MINUTES AFTER DRILLING
    17.20 ft / Elev 1.02 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-B146
    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 13:09 - 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
     
    88
    100
    23
    33
    43
    49
    56
    29
    23
    103
    92
    74
    2.5
    2.0
    3.2
    2.5
    2.4
    2.3
    3.6
    14
    18
    19
    18
    17
    19
    19
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, dark gray, soft, with sand seams
    25'-28'
    (continued)
    greenish gray and light brown mottled, firm
    stiff
    very stiff
    dark gray, stiff