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TEST BORING REPORT Boring No. BA-5 MW <br /> Sheet No.2 of 2 <br /> BRIERLEY Project: Daniels Sand Wash Fines Pit File No. 516051-000 <br /> ASSOCIATES <br /> Client: Transit Mix Start: 3-8-17 <br /> 990S.Broadway Drilling Contractor: Vine Laboratories, Inc. Finish: 3-8-17 <br /> Suite 222 Driller: Alex <br /> Denver,Colorado 80209 Casing Sampler Barrel Drilling Equipment and Procedures BA Rep.: David K <br /> Rig Make&Model: CME 750 <br /> Type HSA CA Hoist/Hammer. Automatic Elevation: <br /> Inside Diameter(in.) 2" Drill Method: HSA Location: <br /> Hammer Weight(lb.) 140 Bit Type: Cutting Head <br /> Hammer Fall(in.) 30 Casing: HSA <br /> Water Level Data Sample Identification Notes <br /> Water Date Time Elapsed Bottom Bottom Depth to <br /> Level mm/dd/yy Time of Casing of Hole Water C California Barrel <br /> s 3-8-17 Drilling 36 35.6 CS Continuous Sampler R Core <br /> S Split Spoon B Bulk <br /> G Geo robe T Thin Wall Tube <br /> Visual-Manual Identification and Description Laboratory Results <br /> o � <br /> J <br /> > r <br /> N d <br /> Soil:Density/consistency,color,GROUP NAME,max.particle size, E N <br /> a (aa° 3 r' °� structure,odor,moisture,optional descriptions,geologic interpretation 2 o m y <br /> d > °' ° ° ° Rock:Hardness,weathering,color,LITHOLOGY,texture, ° o -6 <br /> lL E m joint spacing,drilling rate(min./ft.) 0 r d <br /> U — ,Im > U d U) N N <br /> CO u) u_ _ a Z) CO u) <br /> mw is: <br /> 30 C-7 10 30 ft..' <br /> 30.0-31 11 Medium dense,tanlyellow brown,WELL GRADED SAND(SW), <br /> 12" mostly medium to fine sand,dry. <br /> -COARSE ALLUVIUM- <br /> 35 C-8 5 Medium dense,tan/yellow brown,WELL GRADED SAND(SW), <br /> 35 O-36 10 = mostly medium to fine sand,wet. <br /> 12" 36 ft. <br /> End of exploration. <br /> 40 <br /> 45 <br /> 50 <br /> 55 <br />