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80.3 <br />102.8 <br />100.4 <br />94.9 <br />100 <br />83 <br />83 <br />83 <br />83 <br />88 <br />80 <br />80 <br />51 <br />4.5" of Pavement, 2" Aggregate base <br />Lean CLAY (CL): medium plasticity, brown, <br />moist <br />Soft to medium stiff <br />Very stiff <br />Stiff <br />Bluish gray, very stiff to hard <br />Stiff <br />Sandy SILT (ML): fine-grained, non-plastic, <br />gray, wet <br />Atterberg limits, corrosion & % <br />Passing the #200 sieve tests <br />completed on combined <br />samples <br />MW-1, 1A, 2A, 3A & 4A <br />% Passing the #200 sieve <br />tests completed on combined <br />samples <br />MW-1, 6A & 7A <br />Direct shear test <br />BC=1 <br />1 <br />2 <br />PP=1.0 <br />BC=4 <br />6 <br />11 <br />PP=2.5 <br />BC=3 <br />4 <br />8 <br />PP=2.0 <br />BC=5 <br />6 <br />10 <br />PP=4.0 <br />BC=2 <br />3 <br />7 <br />PP=2.25 <br />48 <br />48 <br />48 <br />48 <br />25 <br />25 <br />25 <br />25 <br />6" <br />6" <br />6" <br />6" <br />6" <br />24" <br />CL <br />CL <br />CL <br />CL <br />23.7 <br />23.1 <br />40.1 <br />24.0 <br />28.7 <br />26.0 <br />30.1 <br />BORING LOG MW-1 <br />1 of 2 <br />LABORATORY RESULTS <br />Lithologic Description <br />PAGE: <br />FIELD EXPLORATION <br />BORING LOG MW-1 <br />FIGURE <br />A-20aDry Unit Wt. (pcf)Passing #4 (%)Passing #200 (%)Latitude: 37.93686° <br />Longitude: -121.32898° <br />Approximate Ground Surface Elevation (ft.): 9.00 <br /> Surface Condition: Pavement <br />NAD83 - NAVD88 <br />V & W DrillingDrilling Company: <br />Drilling Method: <br />Drilling Equipment: <br />11/03/2017 <br />Cloudy/raining Exploration Diameter: <br />Hammer Type - Drop:140 lb. Auto - 30 in. <br />Logged By: <br />Date Begin - End: <br />Hor.-Vert. Datum: <br />Weather: <br />Drill Crew: <br />CME-75 <br />6 in. O.D./4 in. O.D. <br />D. Sanchez <br />HSA/Mud RotaryPlunge:-90 degrees <br />Angel/Genaro <br />Additional Tests/RemarksBlow Counts(BC)=Uncorr. Blows/6 in.Pocket Pen(PP)= tsfLiquid LimitPlasticity Index(NP=NonPlastic)City of Stockton Municipal Utilities District (MUD) <br />Progressive Design-Build Services <br />Regional Wastewater Control Facilities (RWCF) ProjectStockton, CaliforniaDepth (feet)5 <br />10 <br />15 <br />20 <br />25 <br />30ApproximateElevation (feet)5 <br />0 <br />-5 <br />-10 <br />-15 <br />-20 <br />-25 Graphical LogSampleNumberRecovery(NR=No Recovery)USCSSymbolWaterContent (%)1A <br />2A <br />3A <br />4A <br />5A <br />6A <br />7A <br />8A <br />DATE: 11/1/2017 <br />DRAWN BY: GG <br />REVISED: 12/19/2017 <br />PROJECT NO.: 20181648 <br />CHECKED BY: CH <br />gINT FILE: Klf_gint_master_2017 PROJECT NUMBER: 20181648.001A OFFICE FILTER: STOCKTONgINT TEMPLATE: E:KLF_STANDARD_GINT_LIBRARY_2017.GLB [__KLF_BORING/TEST PIT SOIL LOG]PLOTTED: 12/19/2017 03:03 PM BY: GGomezSample Type