alt
    25
    12
    5-5-6
    N=11
    6-7-7
    N=14
    6-8-10
    N=18
    9-12-13
    N=25
    3-5-7
    N=12
    2-2-1
    N=3
    8-8-9
    N=17
    10-15-18
    N=33
    16-31-32
    N=63
    20.0
    POORLY GRADED SAND WITH SILT (SP-SM)
    , tan,
    loose to very dense
    - gray 2 to 6 feet
    - tan 6 to 10 feet
    - gray below 10 feet
    - with shell fragments below 12 feet
    - very loose 12 to 14 feet
    Boring Terminated at 20 Feet
    GRAPHIC LOG
    Stratification lines are approximate. In-situ, the transition may be gradual.
    Hammer Type: Rope and Cathead
    THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175091 GALVESTON ISLAND REDO.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
    SAMPLE TYPE
    STRENGTH TEST
    FIELD TEST
    RESULTS
    Stavanger Property
    Galveston, Texas
    SITE:
    Page 1 of 1
    Advancement Method:
    Dry augered to 8 feet; wet rotary thereafter.
    Abandonment Method:
    Boring backfilled with soil cuttings upon completion.
    Notes:
    Project No.: 91175091
    Drill Rig: Truck
    Boring Started: 09-27-2017
    BORING LOG NO. B-4
    CLIENT: Atkins North America, Inc.