1. sabine neches pa 8 gintlogs final.2014-07-15 121
    2. sabine neches pa 8 gintlogs final.2014-07-15 122
    alt
     
    16
    18
    34
    28
    47
    53
    80
    41
    50
    46
    32
    29
    21
    23
    28
    37
    41
    23
    19
    31
    30
    90
    109
    100
    86
    106
    94
    3.75
    >4.5
    2.5
    2.5
    2.1
    1.5
    0.9
    0.9
    1.8
    3.0
    3.5
    0.75
    1.5
    2.1
    2.9
    3.1
    1.6
    13
    15
    11
    14
    18
    19
    19
    18
    18
    17
    16
    14
    16
    15
    19
    19
    19
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    SS
    ST
    ST
    ST
    ST
    5-10-7
    (17)
    CLAY with SAND, light brown and dark gray
    mottled, very stiff, with shell fragments 2'-4'
    hard
    Fat CLAY with SAND, greenish gray, soft,
    with sand seams, cracks shell fragments
    4'-6'
    dark gray, very soft
    less sand, greenish gray and light brown
    mottled, soft, trace of shell fragments 16'-18'
    transition to lean CLAY, stiff
    SAND with SILT, fine grained, greenish
    gray, loose, with clay seam
    medium dense
    CLAY with SAND, light brown, stiff, with
    sand seams 26'-28' and cracks 26'-36'
    less sand
    very stiff
    firm
    stiff
    CL
    CH
    SM
    CL
    0.30
    0.10
    1.21
    0.99
    4
    14
    4
    4
    13
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Pete Herold
    GROUND ELEVATION
    5.3875 ft
    NORTHING
    13877380.67 ft
    WEATHER
    clear to cloudy, 50s to 60s, light wind to windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3575586.804 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    50 ft
    AT TIME OF DRILLING
    9.20 ft / Elev -3.81 ft
    DATE STARTED
    1/12/2014 12:10:00 PM
    COMPLETED
    1/12/2014 5:15:00 PM
    15 MINUTES AFTER DRILLING
    8.40 ft / Elev -3.01 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-B199
    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 13:13 - 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
     
    34
    29
    39
    52
    94
    2.6
    2.2
    3.1
    3.5
    3.3
    2.5
    2.75
    2.7
    20
    19
    18
    18
    18
    18
    18
    20
    ST
    ST
    ST
    ST
    ST
    ST
    ST
    ST