alt
    2
    2
    20
    24
    4-5-6
    N=11
    5-8-10
    N=18
    4-13-24
    N=37
    3-10-21
    N=31
    4-18-30
    N=48
    16-20-30
    N=50
    10-23-33
    N=56
    15-20-38
    N=58
    16-24-40
    N=64
    20.0
    POORLY GRADED SAND (SP)
    , gray, loose to very
    dense
    - with scattered roots 0 to 4 feet
    - tan 2 to 6 feet
    - gray below 6 feet
    - with shell fragments below 10 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 6 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-17