1. sabine neches pa 8 gintlogs final.2014-07-15 55
    2. sabine neches pa 8 gintlogs final.2014-07-15 56
    alt
     
    28
    28
    15
    64
    60
    23
    93
    92
    98
    82
    92
    88
    38
    24
    31
    41
    59
    51
    54
    27
    23
    26
    22
    93
    89
    78
    65
    73
    69
    105
    103
    1.2
    0.5
    2.2
    1.5
    1.5
    0
    1.0
    0
    2.5
    1.0
    1.0
    1.0
    13
    14
    9
    10
    10.5
    10
    18
    17
    14
    20
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY with SAND, light brown, stiff, with
    sand seams 2'-4' and cracks 2'-4'
    light brown and greenish gray, soft
    Fat CLAY, light brown and greenish gray,
    soft
    light brown and greenish gray mottled, stiff
    Fat CLAY with SILT, light brown and
    greenish gray mottled, firm
    more sand, light brown
    CL
    CH
    CL
    0.44
    0.44
    0.39
    6
    3
    5
    4
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    10.1433 ft
    NORTHING
    13891754.7 ft
    WEATHER
    cloudy, foggy, 60s, light breeze
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3576277.139 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    60 ft
    AT TIME OF DRILLING
    24.30 ft / Elev -14.16 ft
    DATE STARTED
    12/4/2013 9:00:00 AM
    COMPLETED
    12/4/2013 2:30:00 PM
    15 MINUTES AFTER DRILLING
    19.10 ft / Elev -8.96 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-B158
    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
    alt
     
    30
    99
    33
    37
    45
    55
    2.25
    91
    2.4
    1.75
    1.5
    1.5
    19
    19
    20
    20
    20
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY with SILT, light brown and
    greenish gray mottled, firm
    (continued)
    Fat CLAY, light brown, stiff
    with sand seams 43'-58'
    less sand, light brown and greenish gray
    greenish gray