1. sabine neches pa 8 gintlogs final.2014-07-15 81
    2. sabine neches pa 8 gintlogs final.2014-07-15 82
    alt
     
    NP
    30
    NP
    86
    99
    29
    100
    NP
    116
    33
    41
    43
    44
    38
    21
    73
    103
    76
    57
    87
    80
    107
    45
    56
    1.2
    1.6
    2.1
    2.5
    2.0
    2.5
    1.4
    0
    0
    1.1
    0.9
    1.0
    1.0
    0.9
    0.8
    1.0
    1.4
    1.2
    1.6
    16
    18
    12
    12
    9
    16
    9
    15
    20
    20
    20
    20
    19
    15
    14
    10
    19
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    Fat CLAY, light brown and greenish gray
    mottled, soft, with a trace of shell fragments
    0'-16'
    more sand, dark gray
    SAND with SILT, dark gray, very loose
    less sand, with a trace of organics 12'-16'
    Fat CLAY, dark gray, firm, with cracks
    14'-30'
    soft
    sand, with shell fragments 24'-28' and
    cracks 24'-30'
    firm
    sand seams 28'-40'
    more sand
    less sand, greenish gray and light brown
    mottled, stiff
    CH
    SM
    CH
    0.38
    0.44
    0.37
    6
    3
    4
    9
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    16.3755 ft
    NORTHING
    13874026.24 ft
    WEATHER
    cloudy to clear, light breeze to windy, foggy to clear, 60s
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3573467.576 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    40 ft
    AT TIME OF DRILLING
    15.50 ft / Elev 0.88 ft
    DATE STARTED
    1/13/2014 12:45:00 PM
    COMPLETED
    1/13/2014 4:30:00 PM
    15 MINUTES AFTER DRILLING
    13.50 ft / Elev 2.88 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-B170
    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
     
    22
    2.0
    2.75
    2.5
    19
    16
    20
    ST
    ST
    ST
    Fat CLAY, dark gray, firm, wi