alt
    32
    15
    22
    1-1-1
    N=2
    6-3-1
    N=4
    WOH
    3-4-7
    N=11
    2-3-7
    N=10
    7-12-14
    N=26
    7-10-16
    N=26
    10-17-17
    N=34
    7-8-7
    N=15
    2-2-1
    N=3
    2.0 (HP)
    WOH
    3-4-5
    N=9
    - WOH = Weight of Hammer.
    - Water depth of about 6 feet at the time of our field program.
    2.0
    6.0
    20.0
    26.0
    SILTY SAND (SM)
    , gray, very loose
    CLAY
    , gray, very soft to soft
    SILTY SAND (SM)
    , gray, medium dense to dense
    - with clay pockets 6 to 10 feet
    - with clay pockets and shell fragments 16 to 20 feet
    - very loose 18 to 20 feet
    CLAY
    , gray, very soft to stiff
    - with shell fragments 20 to 24 feet
    - reddish brown and light gray, with ferrous nodules below
    24 feet
    Boring Terminated at 26 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 16 feet; wet rotary thereafter.
    Abandonment Method:
    Not applicable
    Notes:
    Project No.: 91175047
    Drill Rig: Truck
    Boring Started: 07-14-2017
    BORING LOG NO. B-16
    CLIENT: Atkins North America, Inc.
    Houston, Texas