1. sabine neches pa 8 gintlogs final.2014-07-15 70
    2. sabine neches pa 8 gintlogs final.2014-07-15 71
    3. sabine neches pa 8 gintlogs final.2014-07-15 72
    alt
     
    25
    17
    28
    50
    14
    65
    91
    98
    64
    88
    98
    75
    31
    93
    30
    42
    36
    69
    44
    44
    35
    29
    34
    42
    51
    68
    48
    75
    58
    80
    88
    88
    69
    1.0
    1.2
    2.6
    1.6
    1.1
    0
    1.3
    1.1
    0
    1.2
    1.4
    1.3
    0.9
    1.0
    1.1
    5
    17
    5
    17
    18
    15
    15
    16
    14
    14
    16
    17
    15
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    Fat CLAY, light brown and greenish gray,
    stiff, with a trace of roots
    light brown and dark gray mottled, with
    organics (wood) 2'-4', firm
    greenish gray, very soft
    firm
    light brown and greenish gray mottled
    Lean CLAY with SAND, dark gray, very soft,
    with sand seams 18'-23' and organic odor
    18'-20'
    firm
    Fat CLAY, greenish gray, firm, with sand
    seams 28'-43' and shell fragments 28'-43'
    more sand, dark gray and greenish gray,
    soft, organic odor 28'-30'
    firm
    CH
    CL
    CH
    0.66
    0.19
    0.52
    0.29
    5
    3
    6
    7
    6
    19
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    10.6042 ft
    NORTHING
    13879256.85 ft
    WEATHER
    partly cloudy to cloudy, windy, 30s to 40s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3575850.675 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    80 ft
    AT TIME OF DRILLING
    29.30 ft / Elev -18.70 ft
    DATE STARTED
    1/7/2014 3:15:00 PM
    COMPLETED
    1/8/2014 9:45:00 AM
    15 MINUTES AFTER DRILLING
    16.80 ft / Elev -6.20 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-B165
    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
     
    17 33
    99
    50
    83
    31
    32
    32
    47
    55
    38
    24
    25
    92
    89
    71
    102
    2.9
    2.9
    2.0
    2.3
    2.2
    1.5
    2.8
    2.3
    2.0
    18
    20
    20
    21
    21
    19
    20
    20
    18
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Fat CLAY, greenish gray, firm, with sand
    seams 28'-43' and shell fragments 28'-43'
    (continued)
    less sand, light brown and greenish gray,
    stiff
    light brown
    light brown and greenish gray mottled
    dark gray and light brown mottled
    dark gray
    greenish gray and light brown mottled
    with sand seams 73'-75' and cracks 73'-75'
    CH
    1.87
    1.17
    10
    11
    (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