1. sabine neches pa 8 gintlogs final.2014-07-15 49
    2. sabine neches pa 8 gintlogs final.2014-07-15 50
    alt
     
    13
    28
    16
    51
    81
    46
    96
    62
    29
    79
    22
    18
    21
    16
    20
    25
    57
    34
    25
    36
    19
    23
    103
    98
    90
    67
    100
    87
    103
    0.9
    1.1
    1.4
    1.7
    2.5
    2.2
    1.75
    0.5
    0.75
    0
    0.75
    1.0
    2.0
    2.5
    2.6
    1.2
    10
    16
    6
    8.5
    5.5
    20
    19
    19
    15
    16
    14
    15
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, light brown, stiff, with shell
    fragments 0'-10' and cracks 0'-6'
    greenish gray, firm
    stiff
    Clayey SAND, greenish gray, with sand
    seams 6'-8', very loose
    Fat CLAY, dark gray, soft
    firm
    less sand, greenish gray/light brown
    mottled, stiff
    CLAY with SAND, light brown, soft
    CH
    SC
    CH
    CL
    0.79
    0.26
    0.74
    1.35
    0.42
    7
    4
    2
    7
    4
    9
    16
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    15.891 ft
    NORTHING
    13895037.8 ft
    WEATHER
    partly cloudy to cloudy, 60s to 50s, breezy to windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3574134.477 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    19.50 ft / Elev -3.61 ft
    DATE STARTED
    11/20/2013 4:44:00 PM
    COMPLETED
    11/21/2013 1:00:00 PM
    15 MINUTES AFTER DRILLING
    13.20 ft / Elev 2.69 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-B155
    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 13:10 - 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
     
    23
    22
    44
    41
    98
    100
    67
    63
    24
    28
    35
    36
    37
    39
    44
    54
    93
    86
    81
    2.0
    2.0
    1.9
    1.25
    0.7
    1.1
    1.4
    1.25
    1.9
    1.1
    18
    18
    20
    20
    19
    20
    18
    19
    20
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    CLAY with SAND, light brown, soft
    (continued)
    stiff