1. sabine neches pa 8 gintlogs final.2014-07-15 85
    2. sabine neches pa 8 gintlogs final.2014-07-15 86
    alt
     
    31
    17
    97
    46
    84
    98
    99
    95
    75
    128
    63
    34
    39
    35
    44
    96
    83
    89
    96
    39
    26
    25
    78
    78
    52
    48
    84
    105
    0.9
    1.4
    1.5
    1.4
    1.0
    1.6
    1.7
    1.3
    1.2
    0
    1.0
    1.0
    0
    0
    0
    0
    0
    0
    0.7
    2.3
    2.5
    3.2
    1.0
    1.5
    2.2
    8
    6
    7
    16
    19
    20
    17
    18
    19
    19
    16
    19
    19
    19
    13
    18
    18
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    SS
    NR
    SS
    8-14-16
    (30)
    5-6-10
    (16)
    Fat CLAY, light brown, firm, with roots and
    shell fragments
    very soft, with sand seams and cracks 2'-4'
    dark gray and light brown mottled, soft
    dark gray, with shell fragments 6'-18'
    very soft
    dark gray and greenish gray
    dark gray
    dark gray and greenish gray mottled, soft
    greenish gray and light brown mottled, firm
    stiff
    very stiff
    more sand, firm, with sand seams and
    cracks 28'-30'
    Lean CLAY with SAND, fine grained, light
    brown, stiff, with clay seams
    CLAY, light brown, stiff, with sand seams
    33.5'-40'
    CH
    CL
    CH
    0.39
    0.18
    0.93
    3
    3
    9 13
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    12.7846 ft
    NORTHING
    13890648.87 ft
    WEATHER
    cloudy, 40s, windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3575766.47 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    40 ft
    AT TIME OF DRILLING
    13.40 ft / Elev -0.62 ft
    DATE STARTED
    12/6/2013 1:30:00 PM
    COMPLETED
    12/6/2013 5:00:00 PM
    15 MINUTES AFTER DRILLING
    9.60 ft / Elev 3.18 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-B172
    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
     
    2.0
    33
    1.0
    18
    19
    NR