1. sabine neches pa 8 gintlogs final.2014-07-15 73
    2. sabine neches pa 8 gintlogs final.2014-07-15 74
    alt
     
    28
    23
    18
    61
    47
    28
    84
    78
    76
    89
    70
    46
    35
    31
    37
    33
    64
    39
    41
    37
    37
    34
    30
    21
    87
    82
    63
    82
    88
    105
    2.2
    1.6
    1.0
    1.4
    3.2
    1.1
    2.0
    1.25
    2.5
    1.0
    2.0
    1.5
    7
    5
    11
    17
    17
    12
    19
    17
    20
    17
    14
    9
    ST
    ST
    ST
    ST
    ST
    NR
    SS
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    2-2-3
    (5)
    Fat CLAY, light brown and greenish gray
    mottled, stiff, with shell fragments 8'-13'
    less sand, light brown
    dark gray and greenish gray, soft, with sand
    seams and cracks 4'-6'
    dark gray
    light brown and greenish gray mottled, firm,
    with organics 13'-15'
    more sand, with sand seams 15'-18' and
    cracks 15'-18', stiff
    less sand, with ferrous nodules and shell
    fragments 18'-23', firm
    greenish gray and dark gray, stiff, with sand
    seams and cracks 20'-23'
    Fat CLAY with SAND, dark gray, firm, slight
    organic odor 23'-25'
    dark gray and greenish gray mottled, stiff
    more sand, greenish gray, soft, with sand
    seams 33'-35' and cracks 33'-35'
    CH
    CL
    0.36
    0.44
    0.48
    2
    3
    7
    8
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    16.7448 ft
    NORTHING
    13876792.87 ft
    WEATHER
    cloudy to partly cloudy, windy, 40s to 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3575432.848 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    20.20 ft / Elev -3.46 ft
    DATE STARTED
    1/8/2014 10:50:00 AM
    COMPLETED
    1/9/2014 8:45:00 AM
    15 MINUTES AFTER DRILLING
    16.90 ft / Elev -0.16 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-B166
    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
     
    23
    99
    100
    25
    32
    32
    31
    31
    53
    34
    93
    91
    71
    2.4
    1.25
    1.5
    1.9
    2.6
    2.0
    1.6
    2.5
    10
    21
    19
    19
    19
    19
    19
    20
    20
    SS
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    1-2-3
    (5)
    3-7-6
    (13)
    SAND with SILT, fine grained, light brown,
    loose
    Lean CLAY with SAND, light brown, stiff,
    with sand seams 38'-40'
    light brown and greenish gray mottled, firm
    stiff