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LYMAN
<br />r NN
<br />TEST BORING REPORT
<br />Boring No. LH -2
<br />Sheet No. 1 of 2
<br />Project: Transit Mix of Pueblo, East Slope Stability Study
<br />Client: Transit Mix of Pueblo
<br />File No. 111057 - 000
<br />Start: 4 - 28 - 11
<br />Finish: 4 - 28 - 11
<br />vision of
<br />a Associates «c Contractor: Precision Drilling
<br />Driller: Charlie & Todd
<br />Casing
<br />Sampler
<br />Barrel
<br />Drilling Equipment and Procedures
<br />LH Rep.: S. Bailey
<br />Elevation:
<br />Type
<br />HSA
<br />CA, SS
<br />Rig Make & Model CME - 55
<br />Datum:
<br />Inside Diameter (in.)
<br />4.25"
<br />2", 1 & 3/8"
<br />Drill Method: Hollow Stem Auger
<br />Location:
<br />Hammer Weight (Ib.)
<br />Bit Type: Cutting Head Casing: 4.25"
<br />East end of property
<br />Hammer Fall (in.)
<br />Hoist/Hammer: Automatic
<br />Water
<br />Level Data
<br />Sample Identification
<br />Notes
<br />Date
<br />Time
<br />Elapsed
<br />Time
<br />Bottom
<br />o f Cas
<br />H om
<br />of Hole
<br />of
<br />Depth to
<br />Water
<br />CS Continuous C California Barrel
<br />4 -28 -11
<br />11:05
<br />none
<br />35'
<br />4V
<br />11.6'
<br />Sampler R Core
<br />S Split Spoon B Bulk
<br />G Geoprobe T Thin Wall Tube
<br />Visual - Manual Identification and Description
<br />Laboratory Results
<br />c
<br />E
<br />L
<br />E
<br />o
<br />3.
<br />Depth
<br />ec.
<br />co o
<br />co
<br />°
<br />Soil: Density /consistency, color, GROUP NAME, max. particle size,
<br />a
<br />m
<br />o
<br />-
<br />0
<br />_
<br />1
<br />a
<br />or
<br />;
<br />o
<br />``
<br />structure, odor, moisture,optional descriptions, geologic interpretation
<br />Rock: Ha weathering, color, LITHOLOGY, texture,
<br />m
<br />v,
<br />m
<br />c
<br />w
<br />m
<br />\
<br />°
<br />o
<br />v
<br />0
<br />=
<br />0 W
<br />ROD/Rec.
<br />(%/n.)
<br />o]
<br />in
<br />joint spacing, drilling rate (ftJmin.)
<br />2
<br />r
<br />CI
<br />co
<br />LL
<br />,
<br />-J
<br />n.
<br />0
<br />co
<br />0
<br />j
<br />5
<br />C
<br />5
<br />Stiff, brown, sandy lean CLAY (CL), mostly fines, trace of fine sand, moist, no
<br />5
<br />6
<br />odor.
<br />1 "
<br />-FINE ALLUVIUM -
<br />10
<br />g p
<br />9
<br />/ Top 2", as above.
<br />10.17 ft:
<br />9
<br />- Medium dense, reddish/tan, well graded SAND with gravel (SW), mostly fine
<br />'
<br />10 - 11.5
<br />t 2-
<br />5
<br />to medium sand, little coarse sand, little fine to coarse gravel, mps=1.5 ", no
<br />odor, wet.
<br />15'
<br />S
<br />9
<br />- COARSE ALLUVIUM -
<br />Medium dense, red/tan, well graded SAND (SW), mostly fine to medium
<br />15 -16.5
<br />9
<br />: :
<br />sand, some coarse sand, trace of fine to coarse gravel, mps =25 ", no odor,
<br />15"
<br />6
<br />::
<br />wet.
<br />20
<br />S-4
<br />4
<br />As above, except loose.
<br />I
<br />20 -21.5
<br />3
<br />.
<br />18"
<br />3
<br />25'
<br />g5
<br />5
<br />Medium dense, tan, well graded SAND (SW) , mostly fine to medium sand,
<br />25
<br />2
<br />some coarse sand, trace of fine to coarse gravel, no odor, wet.
<br />18"
<br />12
<br />-
<br />30
<br />10
<br />As above, except, trace of tines, trace of cobbles on auger while pulling out of
<br />Maximum particle size is determined by direct observation within the limitations of the sampler.
<br />Boring
<br />No: LH -2
<br />NOTE: Soil identification based on visual - manual methods of the USCS as practiced by Lyman Henn.
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