1. sabine neches pa 8 gintlogs final.2014-07-15 115
    2. sabine neches pa 8 gintlogs final.2014-07-15 116
    alt
     
    23
    17
    38
    19
    95
    94
    93
    91
    71
    70
    44
    61
    36
    30
    35
    32
    42
    38
    33
    28
    35
    37
    31
    40
    21
    21
    21
    25
    23
    26
    93
    89
    88
    86
    97
    90
    109
    105
    103
    2.25
    2.4
    1.4
    2.6
    2.0
    2.25
    0.9
    1.2
    1.2
    0.8
    0.75
    3.0
    2.3
    2.75
    1.0
    1.4
    0.7
    11
    12
    12
    16
    17
    20
    19
    19
    19
    8
    8
    16
    16
    13
    20
    19
    14
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    SS
    0-3-2
    (5)
    2-2-2
    Fat CLAY, light brown, firm, with a trace of
    roots 0'-2'
    light brown and greenish gray mottled, stiff
    soft, with cracks 4'-6'
    stiff
    dark gray, with shell fragments 8'-10'
    Lean CLAY with SAND, dark gray, stiff, with
    sand seams 30'-32'
    more sand, greenish gray, firm
    dark gray
    less sand, greenish gray and dark gray
    mottled
    with cracks 18'-20'
    more sand, fine grained, greenish gray, with
    clay seams
    less sand, greenish gray and light brown
    mottled, very stiff
    firm
    stiff
    more sand, fine grained, light brown, firm
    less sand, greenish gray
    SAND with SILT, fine grained, light brown,
    loose
    with clay, light brown and greenish gray,
    CH
    CL
    SM
    0.62
    0.28
    0.61
    0.93
    10
    3
    4
    4
    4
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    18.3661 ft
    NORTHING
    13886829.92 ft
    WEATHER
    cloudy, windy, 60s to 70s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3568940.318 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    50 ft
    AT TIME OF DRILLING
    17.70 ft / Elev 0.67 ft
    DATE STARTED
    2/17/2014 7:45:00 AM
    COMPLETED
    2/17/2014 2:15:00 PM
    15 MINUTES AFTER DRILLING
    15.90 ft / Elev 2.47 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-B196
    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 13:12 - 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
     
    16 16
    24
    32
    89
    26
    24
    28
    26
    24
    22
    27
    1.4
    0.9
    1.4
    2.75
    2.25
    3.75
    2.6
    15
    15
    15
    16
    18
    18
    17
    SS
    NR
    ST
    ST
    ST
    ST
    ST
    ST
    (4)