1. sabine neches pa 8 gintlogs final.2014-07-15 83
    2. sabine neches pa 8 gintlogs final.2014-07-15 84
    alt
     
    25
    40
    47
    106
    97
    100
    100
    71
    72
    146
    38
    41
    49
    64
    91
    110
    103
    94
    46
    21
    79
    64
    42
    49
    109
    1.6
    1.4
    0.9
    1.4
    1.4
    1.6
    1.75
    1.4
    1.0
    0
    0
    0
    1.2
    1.1
    0.4
    0
    1.2
    1.6
    2.4
    2.0
    2.7
    1.8
    8
    8
    16
    15
    19
    20
    21
    20
    20
    21
    21
    20
    19
    19
    17
    18
    19
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    Fat CLAY, light brown, stiff, with shell
    fragments and cracks 0'-4'
    light brown and greenish gray mottled
    dark gray, firm
    very soft
    with a trace of organics 12'-14'
    firm
    very soft
    dark gray and greenish gray mottled, with
    organic odor 20'-22'
    more sand, greenish gray, firm, with sand
    seams 22'-26' and shell fragments 22'-26'
    stiff
    less sand, greenish gray and light brown
    mottled
    Lean CLAY with SILT, greenish gray and
    light brown mottled, stiff, with iron nodules
    with sand seams and cracks 32'-40'
    CH
    CL
    0.13
    0.15
    14
    10 10
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    12.8227 ft
    NORTHING
    13875383.7 ft
    WEATHER
    clear, light wind, 30s to 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3573175.651 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    40 ft
    AT TIME OF DRILLING
    9.10 ft / Elev 3.72 ft
    DATE STARTED
    1/14/2014 8:00:00 AM
    COMPLETED
    1/14/2014 1:15:00 PM
    15 MINUTES AFTER DRILLING
    4.20 ft / Elev 8.62 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-B171
    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
     
    2.7
    26
    3.3
    2.7
    19
    17
    18
    ST
    ST
    ST
    Lean CLAY with SILT, greenish gray and
    light brown mottled, stiff, with iron n