Laserfiche WebLink
L06 Of TE,~T SORIN6 <br />Oat• Orrlled 9/16/03 /N1d.~r~q/tw« Kintz ~/~ Nr~1~r 2 <br />Locor~on See test boring location sketch Background Radiation 26 cpm <br />4 inches 30 feet peprh To darer ~ac Ti^ie o` Orit!i~ None <br />O~ameter Totol dplA S <br />encoun ed <br /> S <br /> E Soil Oeeeription LoDorotory Tis- Rpultt <br /> 7yD~ N <br /> Clay,sand,silty,gravelly,stiff,moLst, <br /> brown (SP-CL) <br /> Y <br /> m <br /> 24/6 Harder with depth <br /> e <br />~ <br />44/6 <br /> <br /> Cl,ay,sil,ty,sandy,graveTly,cobbles, <br /> very stiff,moist,browri (CL) rock <br /> fragments <br /> More silt with depth <br /> Scattered rock fragments <br /> <br />C 10/6 <br />12/6 Less-hard 9 to 14 feet Swell-Consolidation Test: <br /> MC: 5.4~ DD: 118.0 pcf <br /> Sandy clay from 14 to 19 feet <br /> 1° <br /> Scattered rock fragments/boulders <br /> C 50/4 <br /> Scattered boulders <br /> 2 <br />Project <br />Name Bow i e #2 M i ne Gob P i l e Project Number M03106GE Fipurs A4 <br />~am6ert anD ~~oeiat~ <br />CONSULTING GEOTECM NICA~ ENGINEERS ANO MATERIAL TESTING <br />