alt
    21
    11
    1.5 (HP)
    4-6-7
    N=13
    10-11-11
    N=22
    4-6-9
    N=15
    16-23-31
    N=54
    21-32-33
    N=65
    28-37-43
    N=80
    12-28-36
    N=64
    21-22-31
    N=53
    13-23-28
    N=51
    20.0
    POORLY GRADED SAND WITH SILT (SP-SM)
    , tan,
    medium dense to very dense
    - with scattered roots 0 to 2 feet
    - gray below 4 feet
    - with shell fragments below 8 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 10/31/17
    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
    Sullivan Ranch 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: ATV
    Boring Started: 09-26-2017
    BORING LOG NO. B-13
    CLIENT: Atkins North America, Inc.