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HomeMy WebLinkAbout17TESn",G PROGRll A.' LABORarOR\' FIELD: c.S.C.S. wELverEzo e j d �! _ — SOIL DESCRIPTION CONS,TRL`CrION- _ ..Z _ z' 4 - I S2-8 SM Silty SAND: gray, wet, loose, fine -gained, j I j >:,brounded to subangular. 3 ' (POST -GLACIAL FLOODPLAIN j 1 DEPOSIT) �1 } 15 I I 21 S2-9. sM Silty SAND with Gravel: gay, wet, dense, 20 fine-grained, angular to subrounded, 25 massive or nonbedded. (POST -GLACIAL FLOODPLAIN DEPOSIT) _ - _ I 12 S2-10 SP SAND: gray to gray -brown, wet. medium 8 dense, fine-grained with trace fines, 8 subrounded to subangular, massive or bedded. e (POST -GLACIAL ALLUVIAL SAND) 55 1S S2-11 1 SP SAND: gray -brown, wet, medium dense, 13 j fine-grained with some fines, subrounded j to subangular, massive or nonbedded. G. (POST -GLACIAL ALLUVIAL SAND) _ f - 6 I • SAMPLER Cat. (3"OD) - SPT (2- OD) 't Core •:belby Grab C7 B � � TYPE Split Spoon - Sptlt Spoon �} Sample Tnbe _ It—er, •'HA1I31ER 'AEIGHT300 Ibs 140 Ibs (3V Dropi (30- Drop( Fry's Superstore #30 FIGURE Renton, Washington KLEL�+FELDER A -3c AND ILS �*ENGINEERS GEOTECH1SOS ANDMATERAL BORING LOG PROJECT NUMBER: 60-2136-01 B-7 PAGE 3 of J