1. sabine neches pa 8 gintlogs final.2014-07-15 22
    2. sabine neches pa 8 gintlogs final.2014-07-15 23
    3. sabine neches pa 8 gintlogs final.2014-07-15 24
    alt
     
    24
    27
    34
    50
    49
    86
    95
    94
    99
    74
    89
    93
    74
    76
    120
    55
    44
    43
    44
    48
    79
    80
    35
    49
    71
    79
    75
    76
    72
    55
    78
    58
    2.1
    2.25
    0.8
    1.5
    2.1
    2.0
    1.2
    1.1
    1.2
    1.1
    1.1
    9
    10
    8
    19
    13
    18
    14
    19
    21
    20
    20
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, dark gray and light brown
    mottled, stiff, with sand, a trace of organics
    and cracks 0'-23'
    dark gray, soft
    with a sand seam 6'-8', stiff
    very soft
    firm
    more sand, dark gray and greenish gray,
    soft
    organic odor
    less sand, dark gray
    firm
    CH
    0.39
    0.17
    0.26
    0.22
    5
    4
    6
    3
    11
    17
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    19.108 ft
    NORTHING
    13878957.78 ft
    WEATHER
    cloudy, windy to light wind, 40s to 50s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3568027.521 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    15.10 ft / Elev 4.01 ft
    DATE STARTED
    2/8/2014 9:30:00 AM
    COMPLETED
    2/8/2014 4:45:00 PM
    15 MINUTES AFTER DRILLING
    11.70 ft / Elev 7.41 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 3
    BORING NUMBER 13-B144
    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
     
    20 41 98
    100
    69
    61
    56
    27
    32
    34
    37
    30
    24
    27
    100
    91
    102
    98
    1.0
    1.75
    1.8
    2.6
    3.4
    2.3
    2.9
    3.1
    21
    19
    19
    16
    17
    20
    18
    16
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, dark gray and light brown
    mottled, stiff, with sand, a trace of organics
    and cracks 0'-23'
    (continued)
    greenish gray, stiff
    light brown
    light brown and greenish gray mottled, firm
    very stiff
    stiff
    greenish gray, with shell fragments 68'-73',
    stiff
    very stiff
    CH
    0.96
    1.55
    3
    10
    (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)
    35
    40
    45
    50
    55
    60
    65
    70
    75
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 2 OF 3
    BORING NUMBER 13-B144