1. sabine neches pa 8 gintlogs final.2014-07-15 38
    2. sabine neches pa 8 gintlogs final.2014-07-15 39
    3. sabine neches pa 8 gintlogs final.2014-07-15 40
    alt
     
    16
    NP
    17
    35
    NP
    24
    94
    18
    94
    55
    48
    96
    51
    NP
    41
    32
    48
    32
    25
    23
    22
    21
    30
    25
    34
    36
    89
    74
    108
    102
    88
    2.1
    1.5
    1.2
    1.0
    1.4
    1.8
    2.8
    3.25
    1.4
    1.75
    1.8
    3.25
    16
    12
    10
    12
    12
    15
    15
    16
    18
    19
    17
    19
    ST
    ST
    ST
    ST
    SS
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    3-3-3
    (6)
    1-2-3
    (5)
    Fat CLAY, light brown and dark gray
    mottled, stiff, with sand seams and cracks
    0'-4'
    light brown, with a trace of organics, firm
    SAND with SILT, light brown, with abundant
    buried debris including glass, loose
    fine grained, greenish gray, with a trace of
    debris 6'-8'
    Fat CLAY, greenish gray and light brown
    mottled, firm
    stiff
    very stiff
    SILT, fine grained, light brown and greenish
    gray, firm, with clay seams 23'-25'
    SAND with SILT, light brown and greenish
    gray mottled, with sand seams 25'-28', very
    loose
    Lean CLAY with SILT, light brown, stiff
    less sand, greenish gray and light brown
    mottled
    CH
    SM
    CH
    ML
    SM
    CL
    0.73
    0.30
    1.06
    7
    5
    7 15
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    8.5254 ft
    NORTHING
    13892201.34 ft
    WEATHER
    partly cloudy to cloudy, foggy, 60s to 70s, light wind to windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3572601.523 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    4.70 ft / Elev 3.83 ft
    DATE STARTED
    2/18/2014 7:00:00 AM
    COMPLETED
    2/19/2014 9:45:00 AM
    15 MINUTES AFTER DRILLING
    2.90 ft / Elev 5.63 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-B151
    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
     
    87
    35
    48
    57
    33
    46
    32
    21
    25
    75
    92
    101
    2.8
    2.5
    2.3
    1.8
    1.75
    3.5
    4.0
    3.4
    17
    19
    20
    19
    20
    18
    17
    15
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SILT, light brown, stiff
    (continued)
    dark gray, trace of sand seam 43'-53'
    Fat CLAY, dark gray, stiff, with a trace of
    shell fragments 63'-78'
    greenish gray and light brown mottled, very
    stiff
    CL
    CH
    1.50 9
    (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