alt
    5
    3
    21
    25
    3-5-8
    N=13
    10-11-11
    N=22
    6-7-7
    N=14
    13-15-21
    N=36
    11-18-24
    N=42
    28-29-41
    N=70
    29-32-43
    N=75
    19-22-38
    N=60
    22-24-38
    N=62
    8.0
    20.0
    POORLY GRADED SAND WITH SILT (SP-SM)
    , tan,
    loose to medium dense
    - with scattered roots 0 to 2 feet
    - gray 4 to 8 feet
    POORLY GRADED SAND (SP)
    , gray, dense to very
    dense, with shell fragments
    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: 09-27-2017