1. sabine neches pa 8 gintlogs final.2014-07-15 119
    2. sabine neches pa 8 gintlogs final.2014-07-15 120
    alt
     
    19
    16
    20
    41
    42
    9
    59
    82
    84
    87
    60
    58
    29
    18
    19
    19
    31
    22
    23
    26
    34
    23
    23
    22
    27
    27
    35
    30
    106
    104
    101
    101
    99
    3.5
    >4.5
    3.5
    2.5
    2.2
    0.8
    1.1
    2.2
    2.1
    2.7
    1.9
    1.6
    1.4
    0.8
    2.5
    2.6
    1.4
    7
    10
    6
    18
    10
    8
    8
    16
    20
    19
    19
    16
    18
    18
    19
    19
    19
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    Fat CLAY, light brown, firm, with shell
    fragments 0'-4'
    more sand
    less sand
    greenish gray and light brown mottled
    more sand
    less sand, stiff
    with ferrous nodules
    light brown
    CLAY with sand, light brown, stiff, with sand
    seams 24'-26'
    light brown and greenish gray, firm, with
    cracks 24'-26'
    light brown
    less sand, stiff, with cracks 28'-30'
    firm
    with cracks 34'-36'
    CH
    CL
    0.84
    0.78
    1.87
    5
    14
    9
    8
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    3.2983 ft
    NORTHING
    13889947.84 ft
    WEATHER
    cloudy, 30s, windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3577212.63 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    50 ft
    AT TIME OF DRILLING
    10.00 ft / Elev -6.70 ft
    DATE STARTED
    12/7/2013 7:30:00 AM
    COMPLETED
    12/7/2013 2:15:00 PM
    15 MINUTES AFTER DRILLING
    5.80 ft / Elev -2.50 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-B198
    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 13:13 - 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
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    100
    32
    76 48
    1.4
    1.75
    1.1
    1.5
    1.1
    1.4
    1.7
    1.4
    19
    19
    15
    19
    19
    16
    19
    19
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    CLAY with sand, light brown, stiff, with sand
    seams 24'-26'
    (continued)