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0 <br />w <br />ui <br />2 <br />O <br />r <br />N <br />K <br />W <br />Z <br />O <br />U <br />a <br />J <br />O <br />K <br />~.._ d <br />BORING NUMBER EB-1 <br />CORNERSTONE PAGE20F2 <br />1~: E ART H G R O U P PROJECT NAME Ponderosa Active Adult Community <br />PROJECT NUMBER 132-2-1 <br />PROJECT LOCATION Ironwood Drive-Pleasanton. CA <br /> Tnis lap is a pan Cra repoe W Cwrerslona Eats GrauD. ena snouts ml ne lase <br />as a elantl-610rie OocumenL Tms eesapnon applies mty b be locelkm mme <br />K <br />r a <br />r ap <br />Z UNDRAINED SHEAR STRENGTH, <br /> <br /> <br />~ <br />~ <br /> <br />i <br /> <br />J <br />axpbMbn al lna,Ime of erMrp. SUOSUrlece aMlio,a mey tllfler 6l filler <br />bMbns antl mey cnanpe al pee lCrapan wlN time. Tneemc,ipibn preumetl ise <br />l <br />l? <br />1 <br />n <br />l <br />d <br />e'R <br />d T <br />' <br /> <br />p <br />Y <br />w <br />~ <br />H <br />t <br />~? <br />w ~ <br /> <br />F X <br /> <br />w <br />~ <br /> <br />yj <br />m I ksf <br /> <br />Q HAND PENETROMETER <br /> <br />4 <br />x <br />~ ton <br />s <br />mp <br />Ca <br />er, a <br />e <br />u9 <br />MS <„cOUmere <br />nnanbnz oeM <br />een soil types mey <br />rre greaeal. ~ <br />8$ ~ <br />a <br />r u 2 <br />~ ~ <br />~ _Y <br />a w <br />Q TORVANE <br /> o <br />~ <br />a a I-w r <br />g <br />w a m ~~ y j i rc U w ~ UNCONFINED COMPRESSION <br />w i~ ~ o ~ g y z ALOLIDATED-UNDRAINED <br />~ TR <br /> DESCRIPTION a IAXI <br />323.0 35 ~ ,.o z.o a.o a.D s.D <br /> Silty Clay with Sand (CL) <br /> very stiff, moist, light brown, sand grades fine, <br /> occasional rounded fine gravel <br /> increase sand and gravel content <br />318 <br />5 ~ MG10 <br />. a0 ------------- <br />Clayey Gravel (GC) <br /> very dense, moist, yellowish brown, sand 80 err-„ <br />3t 6 <br />s rades fine to coarse <br />ravel <br />rades fine to 2 <br />. , g <br />g <br />g <br /> inch <br /> Bottom of Boring at 41.4 feet. <br /> 45 <br /> <br /> 50 <br /> <br /> 55 <br /> <br /> 60 <br /> <br /> 65 <br /> <br /> 70 <br /> <br /> <br /> 75 <br /> <br /> <br />