1. sabine neches pa 8 gintlogs final.2014-07-15 64
    2. sabine neches pa 8 gintlogs final.2014-07-15 65
    alt
     
    19
    23
    21
    16
    43
    41
    42
    29
    88
    83
    90
    52
    89
    62
    64
    63
    45
    27
    31
    29
    45
    31
    41
    35
    40
    27
    29
    28
    34
    26
    97
    94
    85
    82
    81
    88
    0.1
    1.5
    1.25
    0.5
    2.25
    1.25
    0.5
    0.75
    0
    2.0
    1.0
    2.0
    10
    7
    13
    17
    11
    18
    16
    13
    9
    18
    20
    16
    19
    ST
    ST
    ST
    ST
    ST
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    SS
    NR
    SS
    ST
    NR
    ST
    1-1-1-1
    (2)
    2-6-7-10
    (13)
    Fat CLAY, light brown, stiff, with common
    shell fragments 4'-6'
    less silt and more sand, firm
    mix of light brown and gray, stiff
    dark gray
    mix of light brown and dark gray, firm
    no sand, mix of very light brown and light
    gray, soft
    mix of black-very light brown-light gray, firm
    gray, very soft, with common shell
    fragments 18'-20'
    Fat CLAY with SILT fine to medium grained,
    very light brownish gray, very soft
    very silty, light brownish gray to gray, with
    occasional shell fragments 25'-27.5'
    very sandy (sand is fine grained), light gray
    and orangish brown mottled, stiff
    CH
    CL
    CL-
    1.32
    1.56
    0.64
    1.32
    8
    6
    2
    14
    4
    22
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    17.5982 ft
    NORTHING
    13887031.29 ft
    WEATHER
    cloudy, breezy, 60s; rain and wind; sunny, windy, 30s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3577248.503 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    70 ft
    AT TIME OF DRILLING
    24.40 ft / Elev -6.80 ft
    DATE STARTED
    1/5/2014 7:35:00 AM
    COMPLETED
    1/6/2014 10:30:00 AM
    15 MINUTES AFTER DRILLING
    23.20 ft / Elev -5.60 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-B162
    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
     
    68
    99
    26
    35
    33
    31
    35
    45
    40
    41
    92
    92
    76
    1.5
    1.25
    1.5
    2.0
    1.0
    1.25
    1.0
    2.5
    18
    18
    19
    17
    20
    13
    16
    16
    12
    SS
    NR
    SS
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    NR
    ST
    2-3-6-10
    (9)
    3-5-6-7
    (11)
    Silty CLAY, fine to medium grained, light
    brownish gray, low plasticity, stiff
    (continued)
    fine grained, orangish brown and light gray
    Lean CLAY with SAND, very light brown and
    orangish brown mottled, stiff