alt
    6
    WOH
    5-6-7
    N=13
    8-13-15
    N=28
    3-6-6
    N=12
    5-7-11
    N=18
    6-9-9
    N=18
    4-1-4
    N=5
    3.0 (HP)
    - WOH = Weight of Hammer.
    - Water depth of about 13 feet at the time of our field program.
    3.0
    12.0
    16.0
    CLAY
    , gray, very soft to stiff
    POORLY GRADED SAND WITH SILT (SP-SM)
    , gray,
    medium dense
    - with shell fragments 6 to 10 feet
    CLAY
    , reddish brown and light gray, medium stiff to very
    stiff, with ferrous nodules and shell fragments
    Boring Terminated at 16 Feet
    GRAPHIC LOG
    Stratification lines are approximate. In-situ, the transition may be gradual.
    Hammer Type: Automatic
    THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175047.REV1 GALVESTON BAY SAN.GPJ TERRACON_DATATEMPLATE.GDT 11/2/17
    COMPRESSIVE
    STRENGTH
    (tsf)
    STRAIN (%)
    TEST TYPE
    PERCENT FINES
    WATER
    CONTENT (%)
    DRY UNIT
    WEIGHT (pcf)
    LL-PL-PI
    ATTERBERG
    LIMITS
    WATER LEVEL
    OBSERVATIONS
    DEPTH (Ft.)
    5
    10
    15
    SAMPLE TYPE
    STRENGTH TEST
    FIELD TEST
    RESULTS
    Galveston Bay
    Galveston, Texas
    SITE:
    Page 1 of 1
    Advancement Method:
    Dry augered to 6 feet; wet rotary thereafter.
    Abandonment Method:
    Not applicable
    Notes:
    Project No.: 91175047
    Drill Rig: Truck
    Boring Started: 07-14-2017
    BORING LOG NO. B-17
    CLIENT: Atkins North America, Inc.
    Houston, Texas
    Driller: Van and Sons
    Boring Completed: 07-14-2017
    Exhibit: