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TEST BORING REPORT Boring No. BA-3
<br /> Sheet No.1 of 2
<br /> BRIERLEY Project: Daniels Sand Wash Fines Pit File No. 516051-000
<br /> ASSOCIATES
<br /> Client: Transit Mix Start: 06/03/2016
<br /> 990S.Broadway Drilling Contractor: Vine Laboratories,Inc. Finish: 06/03/2016
<br /> Suite 222
<br /> Driller: Owen Potter
<br /> Denver,Colorado 80209 Casing Sampler Barrel Drilling Equipment and Procedures BA Rep.: S.Bailey
<br /> Rig Make&Model: CME 750 Buggy Rig
<br /> Type HSA SS,CA Hoist/Hammer. Automatic Elevation:
<br /> Inside Diameter(in.) 4.25" 1 3/8",2" Drill Method: Hollow Stem Auger Location:
<br /> Hammer Weight(lb.) Bit Type: Cutting Head North side of the haul road.
<br /> Hammer Fall(in.) Casing: Hollow Stem Auger
<br /> Water Level Data Sample Identification Notes
<br /> Water Date Time Elapsed Bottom Bottom Depth to
<br /> e
<br /> Level mm/dd/yy Time of Casing of Hole Water C California Barrel
<br /> -T- 06/03/16 9:21 None 25' 25' 20' CS Continuous Sampler R Core
<br /> 1117
<br /> S Split Spoon B Bulk
<br /> = G Geo robe T Thin Wall Tube
<br /> Visual-Manual Identification and Description Laboratory Results
<br /> o N
<br /> Cf > t
<br /> 0 CO
<br /> g � m Soil:Density/consistency,color,GROUP NAME,max.particle size, E
<br /> t Ito rn_
<br /> structure,odor,moisture,optional descriptions,geologic interpretation
<br /> iu ) 0 o `` Rock:Hardness,weathering,color,LITHOLOGY,texture, m d ° o o Y U
<br /> —2 E m joint spacing,drilling rate(min./ft.) d y _
<br /> U — .N > U N o o co N N
<br /> N � lC C C
<br /> in iL _J a Z)
<br /> 0
<br /> S-1 5 Medium dense,brown,SILTY CLAYEY SAND(SC-SM),mostly fine
<br /> 5 4.0-5.5 5 to medium sand,some sift and clay,no odor,moist.
<br /> 18" 6
<br /> -EOLIAN-
<br /> 4 Very stiff,gray/orange,sandy LEAN CLAY(CL),mostly clay,little ft.- 71.1 32 15
<br /> -1
<br /> 10 9 "13. 7 fine sand,no odor,moist,medium plasticity,iron-oxide staining.
<br /> 13
<br /> EOLIAN-
<br /> S-3 7 14 ft.
<br /> 14.0-15. 8 Medium dense,brown/orange,SILTY CLAYEY SAND(SC-SM),
<br /> 15 18" 10 mostly fine to medium sand,some silt and clay,no odor,moist,trace
<br /> of coarse sand and gravel,slight iron-oxide staining.
<br /> -EOLIAN-
<br /> S-4 4 Medium dense,brown,no coarse sand or gravel,as above.
<br /> 20 19.0-20.
<br /> 18 4
<br /> "
<br /> S-5 3 24 ft.
<br /> 4.0-25. Stiff,brown/gray,FAT CLAY with sand(CH),mostly clay,little fine to
<br /> 25 18„ 7 medium sand,no odor,wet,highly plastic,trace of coarse sand.
<br /> -EOLIAN-
<br /> Maximum particle s ze is determined by direct observation within the limitations of the sampler.
<br /> Boring No:BA-3
<br /> NOTE:Soil and rock identification based on visual-manual methods of the USCS as practiced by Brierley Associates.
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