1. sabine neches pa 8 gintlogs final.2014-07-15 36
    2. sabine neches pa 8 gintlogs final.2014-07-15 37
    alt
     
    22
    33
    19
    45
    83
    49
    91
    99
    97
    60
    67
    116
    68
    28
    40
    32
    42
    95
    73
    39
    26
    25
    26
    26
    28
    30
    30
    93
    83
    90
    79
    48
    98
    97
    92
    3.0
    3.0
    0.7
    0.6
    2.3
    0.7
    1.0
    0
    1.0
    0
    0
    0.5
    1.0
    2.4
    2.0
    1.75
    1.7
    1.6
    1.9
    10
    17.5
    12
    12
    21
    23
    22
    17
    18
    19
    20
    20.5
    19
    21
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    ST
    NR
    ST
    Fat CLAY, light brown, soft, with trace of
    roots
    with cracks 2'-4', firm
    with a trace of shells 6'-8'
    less sand, dark gray, with iron nodules, very
    soft
    with slight organic odor 10'-12'
    more sand, greenish gray, soft
    with caliche, stiff
    more sand, with sand seams 23'-25' and
    cracks 23'-28'
    CLAY with SILT, light brown, soft
    less sand, stiff
    CH
    CL-
    ML
    0.64
    0.86
    1.21
    0.46
    5
    12
    15
    4
    4
    11
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    7.5096 ft
    NORTHING
    13890177.13 ft
    WEATHER
    partly cloudy, 50s, windy to very windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3571932.495 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    10.60 ft / Elev -3.09 ft
    DATE STARTED
    11/12/2013 11:40:00 AM
    COMPLETED
    11/12/2013 5:00:00 PM
    15 MINUTES AFTER DRILLING
    10.60 ft / Elev -3.09 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-B150
    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
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    31
    99
    40
    43
    45
    42
    29
    19
    90
    79
    79
    1.7
    3.0
    2.6
    1.8
    1.7
    1.6
    3.2
    3.75
    19
    21
    19
    18
    20
    20
    19
    21
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    CLAY with SILT, light brown, soft
    (continued)
    Fat CLAY with SILT, light brown, very stiff