Laserfiche WebLink
TEST BORING REPORT Boring No. BAP-7 <br /> Sheet No.2 of 2 <br /> BRIERLE Project: Loloff Slurry Wall File No. 514094-000 <br /> ASSOCIATES Client: Hall Irwin Corporation Start: 01/27/16 <br /> ma s�,r une„�� P <br /> 990S.Broadway Drilling Contractor: Finish: 01/27/16 <br /> Suite 222 Driller: Blake <br /> Denver,Colorado sozos Casing Sampler Barrel Drilling Equipment and Procedures BA Rep.: Chris Karns <br /> Type Rig Make&Model: CME-55 Elevation: 4637.764 <br /> Hollow SS,CA NX Hoist/Hammer: Safety <br /> Inside Diameter(in.) 4.25" 1&3/8",2" 2.15" Bit Type: Cutting Head Location: <br /> Hammer Weight(lb.) 140 lbs. Casing: HSA middle of western side of the gravel pit. <br /> Hammer Fall(in.) 30" <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 01/27/16 9:15 None 35' 35' 34.5' CS Continuous Sampler R Core <br /> S Split Spoon B Bulk <br /> G Geo robe T Thin Wall Tube <br /> 0 <br /> Visual-Manual Identification and Description Laboratory Results <br /> o <br /> j Soil:Density/consistency,color,GROUP NAME,max.particle size, E ^ a <br /> — ; p structure,odor,moisture,optional descriptions,geologic interpretation m o ^ m y <br /> b `a Rock:Hardness,weathering,color,LITHOLOGY,texture, o ran o <br /> LU <br /> T 11 v m 3 65 joint spacing,drilling rate(min./ft.) p N a o o U a <br /> a) o m c _ aS <br /> n 6 in ii _J 1 S N fn <br /> S-2 16 :dli3ri 29ft. 25.9 66.2 7.9 <br /> 9 019-30 32 ?„ ,, very dense,tan,poorly graded SAND with sift and gravel(SP-SM), <br /> 30 35 ;;;'i mostly fine sand,little gravel,few fines, moist,no odor. <br /> " <br /> •n,a:n <br /> t 1'rl•1.I <br /> �iilt'.ff <br /> tuurrf <br /> 4605 <br /> :41'CI'1.I <br /> :flit�F <br /> ta,s.rrr <br /> ctte mi <br /> ii,rr.r <br /> 35 it:,;V 30-35',poorly graded SAND with sift and gravel(SP-SM). <br /> rfl iJ:l•C <br /> I:t 151I:i <br /> :{Itti;l <br /> r.cl,l:r.r <br /> ry{a}:ii <br /> r,uio:cc <br /> asoo <br /> iitt i»rg:c, <br /> cu u:cr. <br /> n nr4 <br /> fi33:Fr <br /> 40 i p cu 35-40',poorly graded SAND with silt and gravel(SP-SM),less <br /> gravel. <br /> :c t,a:c4 <br /> &diiidei <br /> :4i'C7:41 <br /> :4 f i't:QF <br /> 1:(,11'Cf <br /> 4595 t(rli:a <br /> Ct li):EE <br /> :tY'rl:P.t. <br /> :fiif rr <br /> 44 ft. <br /> Soft,highly weathered,tan/orange,SILTSTONE(BR),blocky to <br /> 45 R-1 laminated,heavy iron-oxide staining,wet. <br /> 0-50. <br /> 37\18 -PIERRE SHALE- <br /> 45-48.1',Core loss <br /> 4590 <br /> 48.1-48.67',Soft,highly weathered,tan/orange,SILTSTONE(BR), <br /> smooth,horizontal bedding,heavy iron-oxide staining. <br /> 48.67-50',Moderately hard,fresh,dark-gray,SILTSTONE(BR), <br /> 50 R 2 horizontal bedding,smooth. <br /> 50-53',Soft to moderately hard,fresh,dark-gray,SILTSTONE(BR), <br /> 50.D-55.0 laminated,horizontally bedded. <br /> 93\72 <br /> 585 <br /> 53-55',Soft,fresh,dark-gray,interbedded CLAYSTONE/ <br /> SILTSTONE(BR),horizontal bedding. <br /> 55 5 ft. <br /> a580 <br />