1. sabine neches pa 8 gintlogs final.2014-07-15 30
    2. sabine neches pa 8 gintlogs final.2014-07-15 31
    alt
     
    20
    19
    35
    14
    91
    89
    92
    89
    73
    46
    55
    33
    30
    26
    29
    31
    28
    35
    22
    23
    35
    22
    25
    95
    96
    90
    88
    99
    87
    106
    101
    2.75
    2.75
    1.8
    3.25
    3.1
    2.1
    1.1
    1.0
    1.4
    1.75
    1.25
    8
    13
    10
    16
    12
    16
    14
    10
    20
    17
    17
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown, stiff
    light brown and dark gray mottled, firm
    very stiff
    firm
    Lean CLAY with SAND, greenish gray, firm,
    with sand seams 20'-33'
    very soft
    SAND with SILT, greenish gray, loose
    CH
    CL
    SM
    1.33
    0.99
    0.52
    0.23
    0.51
    5
    5
    4
    13
    4
    4
    20
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    20.0944 ft
    NORTHING
    13886485.53 ft
    WEATHER
    cloudy to clear, light wind to windy, 50s to 70s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3568960.593 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    23.90 ft / Elev -3.81 ft
    DATE STARTED
    2/16/2014 7:45:00 AM
    COMPLETED
    2/16/2014 2:30:00 PM
    15 MINUTES AFTER DRILLING
    22.60 ft / Elev -2.51 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-B147
    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 13:09 - 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
     
    16 14 84
    89
    8
    30
    22
    23
    23
    24
    26
    32
    25
    105
    99
    92
    1.8
    0.8
    1.4
    1.5
    2.2
    1.4
    1.25
    18
    18
    17
    18
    19
    18
    20
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    SS
    2-1-2
    (3)
    SAND with SILT, greenish gray, loose
    (continued)
    greenish gray and light brown mottled
    with cracks 43'-48'
    Lean CLAY with SAND, greenish gray, firm
    CLAY, greenish gray, stiff
    firm
    SAND, fine