alt
    6
    1-1-1
    N=2
    3-2-1
    N=3
    WOH
    2-3-3
    N=6
    4-4-7
    N=11
    7-10-14
    N=24
    4-5-7
    N=12
    6-10-12
    N=22
    2-4-2
    N=6
    2-3-3
    N=6
    3.25 (HP)
    3.0 (HP)
    3.5 (HP)
    - WOH = Weight of Hammer.
    - Water depth of about 10 feet at the time of our field program.
    2.0
    8.0
    18.0
    25.0
    POORLY GRADED SAND (SP)
    , gray, very loose, with
    shell fragments and clay pockets
    CLAY
    , gray, very soft to medium stiff
    POORLY GRADED SAND WITH SILT (SP-SM)
    , gray,
    loose to medium dense, with shell fragments
    - with clay pockets 8 to 12 feet
    CLAY
    , reddish brown and light gray, medium stiff to very
    stiff, with ferrous and calcareous nodules
    Boring Terminated at 25 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
    20
    25
    SAMPLE TYPE
    STRENGTH TEST
    FIELD TEST
    RESULTS
    Galveston Bay
    Galveston, Texas
    SITE:
    Page 1 of 1
    Advancement Method:
    Dry augered to 12 feet; wet rotary thereafter.
    Abandonment Method:
    Not applicable
    Notes:
    Project No.: 91175047
    Drill Rig: Truck
    Boring Started: 07-14-2017
    BORING LOG NO. B-15
    CLIENT: Atkins North America, Inc.
    Houston, Texas