alt
    7
    13
    3-2-1
    N=3
    1-3-5
    N=8
    4-5-4
    N=9
    4-7-11
    N=18
    4-8-9
    N=17
    11-16-23
    N=39
    3-5-7
    N=12
    5-5-7
    N=12
    3-4-4
    N=8
    - Water depth of about 7 feet at the time of our field program.
    14.0
    18.0
    POORLY GRADED SAND WITH SILT (SP-SM)
    , gray,
    very loose to dense, with shell fragments
    SILTY SAND (SM)
    , gray, loose to medium dense, with
    shell fragments
    Boring Terminated at 18 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: 07-11-2017
    BORING LOG NO. B-3
    CLIENT: Atkins North America, Inc.
    Houston, Texas
    Driller: Van and Sons
    Boring Completed: 07-11-2017
    Exhibit:
    A-5