1. sabine neches pa 8 gintlogs final.2014-07-15 109
    2. sabine neches pa 8 gintlogs final.2014-07-15 110
    alt
     
    18
    19
    10
    4
    54
    90
    25
    23
    28
    23
    26
    33
    18
    40
    45
    53
    32
    43
    58
    29
    28
    88
    81
    75
    69
    73
    95
    3.0
    2.4
    1.6
    0.8
    2.8
    1.75
    1.0
    1.2
    1.3
    1.1
    0.75
    1.2
    1.0
    1.2
    1.25
    1.1
    1.0
    9
    10
    7
    5
    19
    19
    20
    20
    20
    10
    19
    20
    9
    19
    20
    20
    20
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    SS
    ST
    ST
    ST
    ST
    ST
    1-1
    CLAY with SAND, light brown, very stiff,
    with roots 0'-2' and cracks 2'-8'
    stiff
    with a sand seam 4'-8'
    firm
    dark gray, soft, with shell fragments 8'-12'
    Fat CLAY, dark gray, firm, with sand seams
    and cracks 12'-16'
    more sand
    very soft
    Clayey SAND, fine grained, with silt, dark
    gray, loose, with clay seams and shell
    fragments 20'-24'
    dark gray, with sand seams 22'-24'
    SAND with SILT, dark gray, loose
    less sand, with cracks 28'-32'
    CL
    CH
    SC-
    SM
    SM
    CH
    0.38
    0.52
    0.09
    3
    5
    15
    11
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    11.9239 ft
    NORTHING
    13868077.54 ft
    WEATHER
    cloudy to partly cloudy, windy to light wind, 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3572002.722 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 -5.78 ft
    DATE STARTED
    1/26/2014 3:40:00 PM
    COMPLETED
    1/27/2014 11:00:00 AM
    15 MINUTES AFTER DRILLING
    16.30 ft / Elev -4.38 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-B193
    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
     
    62 96 28 68 98
    69
    1.2
    65
    1.0
    1.25
    1.25
    1.3
    0.8
    0.8
    0.8
    17
    15
    20
    18
    19
    19
    20
    20
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST