Laserfiche WebLink
Soring Log HC-3 <br /> Location:Lat:47.91271032 Long:-122.2745361 Drill Equipment:Mobile B-59/Mud Rotary <br /> Approximate Ground Surface Elevation:568.5 Feet Hammer Type:SPT w/140 Ib.Automatic hammer <br /> Horizontal Datum:WGS84 Hole Diameter:5 inches <br /> Vertical Datum:NGVD 29 Logged By:N.Campbell Reviewed By:A.Wade <br /> STANDARD LAB <br /> USCS Graphic Depth PENETRATION RESISTANCE TESTS <br /> Class Log Soil Descriptions in Feet Sample A Blows per Foot <br /> 0 0 10 20 30 40 50+ <br /> sMAsphalt Concrete(2-inches_thick)___ <br /> Medium dense to dense,moist to wet,brown, <br /> silty fine to coarse SAND with fine to coarse <br /> gravel,mottled. <br /> 56 <br /> S-1 i • <br /> 10 g <br /> S-2 X 15 • <br /> 20 <br /> SM Very dense,moist,gray,silty fine to coarse 15 S_3 26 <br /> 50/5" <br /> SAND with fine to coarse gravel,cemented. <br /> (TILL) <br /> 20 S-4 50/5" <br /> 25 s2 <br /> S-5 50/5" <br /> 30 S-6 iEK 5o/4,, <br /> N <br /> N <br /> IL <br /> O <br /> Ui 35 S-7 50/4' <br /> CL <br /> c7 <br /> J <br /> Q] <br /> ^O <br /> t0 <br /> O <br /> m 40 S-8 50/4" <br /> 0 <br /> O <br /> J <br /> 0 <br /> Z <br /> m <br /> Z45 0 20 40 60 80 100+ <br /> • Water Content in Percent <br /> f� <br /> `r <br /> 1.Refer to Figure A-1 for explanation of descriptions and symbols. H un"owss <br /> 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. <br /> 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 19106-01 5/15 <br /> supported by laboratory testing(ASTM D 2487). Figure A-4 1/2 <br /> 4.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary 9 <br /> with time. <br />