1. sabine neches pa 8 gintlogs final.2014-07-15 75
    2. sabine neches pa 8 gintlogs final.2014-07-15 76
    alt
     
    23
    17
    22
    42
    17
    44
    71
    100
    69
    98
    65
    34
    66
    27
    33
    29
    49
    53
    91
    32
    33
    33
    64
    44
    94
    86
    71
    51
    91
    63
    1.5
    2.7
    1.0
    1.6
    1.25
    1.75
    1.0
    0
    2.0
    1.2
    1.1
    1.0
    9
    7
    7
    20
    16
    19
    18
    19
    15
    18
    19
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown and greenish gray
    mottled, firm
    with sand seams and cracks 4'-6', stiff
    dark gray and greenish gray mottled, firm,
    with a trace of shell fragments 6'-13'
    stiff
    Lean CLAY with SILT, dark gray, very soft,
    with sand seams 20'-22'
    more sand, with shell fragments 18'-20'
    less sand, light brown and greenish gray
    mottled, stiff
    firm
    Fat CLAY, dark gray and greenish gray
    mottled, firm
    more sand, greenish gray, with sand seams
    33'-58' and shell fragments 33'-38'
    CH
    CL
    CH
    0.96
    0.21
    0.15
    7
    9
    9 16
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    11.1139 ft
    NORTHING
    13874239.06 ft
    WEATHER
    partly cloudy, windy, 50s to 60s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574955.138 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    33.20 ft / Elev -22.09 ft
    DATE STARTED
    1/9/2014 10:00:00 AM
    COMPLETED
    1/9/2014 3:20:00 PM
    15 MINUTES AFTER DRILLING
    32.90 ft / Elev -21.79 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-B167
    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
     
    99
    89
    36
    34
    35
    39
    48
    40
    30
    90
    84
    0.9
    2.7
    3.3
    2.9
    1.5
    1.1
    1.5
    2.4
    19
    18
    19
    20
    19
    20
    18
    19
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, dark gray and greenish gray
    mottled, firm
    (continued)
    less sand, light brown and greenish gray
    mottled, stiff
    very stiff
    with cracks 48'-58', stiff