Laserfiche WebLink
i <br /> Oirinqer Buf�ding M11�teri�ls Tnting&Conaulting,lnc. <br /> November3, 2005 058268 <br /> Appendix A. Geotechnical General Notes <br /> son r.aP�.y sy��. <br /> N: Stendard"N"penetretion: Blows per foot of a 140 pound hemmer falling 30 inches on a 2 inch O.D,split- <br /> spoon <br /> Q.: Unconfincd comprcssive strxngth,tonyftT <br /> Q�: Penetrometer value,unconfined comprcs�ive strength,Ibs/ft= <br /> V: Vane valuc,ultimete shearing strength,Ibs/ft= <br /> M: Weter content,'/. <br /> LL: Liquid limit,°/. <br /> PI: Plazticity index,Y. <br /> D: Neturel dry dcnsiry,lbyft� <br /> WT: Apperen!groundwater Ievel at time noted eRer completion <br /> DrU!lna and S�ll�j Syinbotr <br /> SS: Split•Spoon- I 3/8"I.D.,2"O.D.,except where noted <br /> ST: Shelby Tube-3"O.D.,except wherc noted <br /> AU: Auger Sample <br /> GB: Grab Semple <br /> DB: Diamond Bit <br /> C8: Carbide Bit <br /> WS: Washed Semple <br /> Rrldlve Denslry anACon.rGtency Clau�catlon <br /> Terms(Noo-Cohesive Soib) Stand�rd Pcoelntbn Reaht�ece <br /> Very Loose 0-4 <br /> Loose 4- 10 <br /> Medium Dense 10-30 <br /> Denu 30•SO <br /> Very lknse Over 50 <br /> Term�(Cohnive Soi�) Shnd�rd Peoetnfioe Resbl�nce Q (lom/fl2) <br /> VerySon 0-2 �0•0.25 <br /> Soft 2-4 0.25-0.30 <br /> Firtn(Medium) 4-8 0.50- 1.00 <br /> StifF 8• IS I.00•2.00 <br /> Vcry Sti1T I S-JO 2,00.4.00 <br /> Hard 30+ 4.pp+ <br /> Partklt Slu <br /> Clays 0.005 mm&Smaller Flne S�nd 0.2 mm-0.074 mm Cnvel 3 in.•3 mm <br /> Sllb 0.074 mm -0.005 mm Medium Sand 0.6 mm-0.2 mm CobElay E in.-3 in. <br /> Coerse S�od 3 mm•0.6 mm Boulden 8"+ <br /> Materials Testing qod Coo�ulHng,inc. Plate <br /> 777 Chrysler Drive Ceotechaic�l Geeeral Notes <br /> Burlington, WA 98233 1 <br /> A., ��'b <br /> � <br />