alt
    3
    2
    21
    26
    4-4-4
    N=8
    4-5-6
    N=11
    11-8-9
    N=17
    6-9-9
    N=18
    1-1-4
    N=5
    5-18-25
    N=43
    19-28-43
    N=71
    17-38-49
    N=87
    18-30-46
    N=76
    20-25-48
    N=73
    20.0
    POORLY GRADED SAND (SP)
    , tan, loose to very dense
    - gray below 4 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 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-12