Laserfiche WebLink
GRAVEL SAND SILT CLAY <br />Coarse Fine Coarse Medium Fine <br />U.S. STANDARD SIEVE SIZES <br />314" <br />1-'U2'5/8' 3/8' #4 #10 #20 #200 <br />FI(, <br />ul <br />=ot <br />UJz <br />LL <br />Fz <br />I.JJot <br />uJ <br />o- <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />50 10 5 0.5 0.1 0.05 0.01 0.005 0.001 0.0005 <br />GRAIN SIZE IN MILLIMETERS <br />\\I <br />I <br />I <br />\ <br />I <br />I <br />I <br />I <br />L <br />\ <br />\ <br />l. <br />1 \!I <br />I <br />!\F <br />SAMPLE DEPTH (ft.)CLASSIFICATION OF SOIL- ASTM D2487 Group Syrnbol and Name %MC LL PL PI Gravel Sand Fines <br />a <br />T <br />A <br />BH-3 & BH] <br />BH4 <br />BH-5 <br />Bulk-1 <br />$5 <br />93 <br />0.0 - 5.0 <br />10.0 - 11.5 <br />5.0 - 7.0 <br />(CL) Olive brMn, lean CLAY with sand <br />(GP-GM) Olive Gray, Poorly graded GMVEL with silt and sand <br />(CH) Very dark brown, Fat CLAY <br />36 <br />o <br />38 <br />38 <br />50 <br />24 <br />24 <br />14 <br />26 <br />0.3 <br />75.0 <br />23.6 <br />19.2 <br />76.1 <br />5.7 <br />86.5 <br />II\m Kittitas County Transfer Station <br />Geotechnical lnvestigation <br />Ellensburg, Washington <br />GIOSCIENCES INC, pRoJEcr No.: 2022-188 FrcuRE: B-5 <br />HWAGRSZ 2022-188.GPJ 5/11/23 <br />PARTICLE-SIZE ANALYSIS <br />OF SOILS <br />METHOD ASTM D691 3/D7928