1. sabine neches pa 8 gintlogs final.2014-07-15 32
    2. sabine neches pa 8 gintlogs final.2014-07-15 33
    alt
     
    14 29
    62
    56
    87
    91
    43
    8
    6
    17
    27
    25
    24
    28
    31
    115
    103
    98
    0.25
    0.3
    0.3
    2.3/4.5
    >4.5
    1.0
    0.5
    0
    0
    0
    1.0
    3.2
    1.4
    1.3
    20
    14
    11.5
    11
    12
    17
    11
    21
    18.5
    18
    20.5
    ST
    ST
    ST
    SS
    SS
    SS
    NR
    SS
    NR
    ST
    NR
    ST
    NR
    ST
    ST
    NR
    CLAY with SILT, light brown, very stiff,
    cracked
    fine grained, yellow orange, cracked
    with layered plant material, hard
    with clayey sand, firm
    yellow orange and light brown, soft
    light brown, very soft
    yellow orange
    Fat CLAY with SAND, fine grained, olive
    gray, very soft, with decaying plant material
    more sand
    less sand, firm
    light gray and yellow orange mottled, with a
    few iron nodules, very stiff
    CLAY with SILT, light brown, with a trace of
    iron nodules, firm, cracks and laminated
    sand layers 28'-35'
    CL-
    ML
    CL
    CL-
    ML
    0.72 4
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    11.967 ft
    NORTHING
    13888881.96 ft
    WEATHER
    partly cloudy, windy, 80s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3569784.876 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    8.71 ft / Elev 3.26 ft
    DATE STARTED
    10/29/2013 4:10:00 PM
    COMPLETED
    10/30/2013 12:30:00 PM
    15 MINUTES AFTER DRILLING
    8.00 ft / Elev 3.97 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-B148
    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
     
    19
    24
    20
    21
    51
    42
    97
    99
    40
    75
    62
    30
    31
    19
    49
    58
    47
    26
    23
    94
    97
    78
    0.75
    1.75
    2.25
    1.4
    1.25
    0.75
    3.5
    1.75
    20
    16
    17
    20
    12
    19.5
    20
    21
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    Lean CLAY with SILT, light brown, firm, with
    a trace of iron nodules, cracks and
    laminated sand/silt layers 35'-48'
    less sand, yellow orange and light gray, with
    iron nodules black staining, stiff
    light gray and light brown, with iron staining
    Fat CLAY, olive gray, firm, with a few sand
    seams 48'-50'
    stiff
    olive gray and light gray, with trace white
    inclusions (shell and/or caliche), with iron
    staining and nodules, very stiff
    light brown/yellow orange/light gray mottled,