Laserfiche WebLink
DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 24" Bucket Auger <br />2200 to 23'; 1450 to 461: 700 <br />151± <br />LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan <br />Z <br />a <br />{- <br />°o <br />0 <br />mW <br />W <br />IL <br />} LL <br />on. <br />BORING NO. 16 <br />w <br />." <br />as <br />a <br />Fz <br />W} <br />xti <br />3 <br />yQ <br />y <br />NF <br />al- <br />SOIL TEST <br />W <br />rn <br />O <br />a� <br />Y <br />J <br />OZ <br />�O <br />JN <br />aZ <br />DESCRIPTION <br />G <br />J <br />O <br />W <br />m <br />V <br />3W <br />0 <br />A/C and Base <br />S14 <br />FILL: <br />Gray -brown to gray SAND, moist, dense <br />DIRECT SHEAR <br />(SINGLE POINT) <br />6 <br />4 <br />@7' Becomes dark gray sandy SILT, <br />moist, strong organic odor <br />ML <br />ALLUVIUM: <br />10 <br />Dark brown sandy SILT, moist, loose, <br />P-1 <br />14.0 <br />103 <br />slightly clayey <br />CONSOLIDATION <br />@91 Becomes light to medium brown <br />DIRECT SHEAR <br />(SINGLE POINT) <br />76 <br />SM <br />t <br />14.9 <br />112 <br />ML <br />Alternates with zones of silty fine <br />sand <br />20 <br />7.3 <br />116 <br />Light brown SAND, moist, medium dense <br />SW <br />3 <br />X <br />@21' Some caving <br />ML <br />Medium brown clayey SILT, very moist, <br />slightly sandy <br />SW <br />26 <br />SM <br />4 <br />7.7 <br />111 <br />Interbedded sand, silty sand and <br />DIRECT SHEAR <br />X <br />ML <br />sandy silt, damp to moist, medium <br />(SINGLE POINT) <br />dense <br />30 <br />ML <br />P <br />16.8 <br />l06 <br />Brown clayey SILT, very moist, soft, <br />DIRECT SHEAR <br />slightly sandy <br />(SINGLE POINT) <br />@34.5' Reddish brown with gravel <br />36 <br />SC <br />Becomes red -brown clayey SAND with <br />gravel and cobbles, moist <br />SC <br />40 <br />GW <br />_,TI <br />I <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B_30 <br />IRVINE SOILS ENGINEERING, INC. <br />