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HomeMy WebLinkAbout32I TESTING PROGRAM C.S.C.S. LABORATORY I FIELDS gym` �" � � v: ^• t i� SOIL DESCRIPTION � K-ELIJPlFZO -i F F F 6 � �' .: CONSTRUCTION =1,;, <; z 3 20 1 v e Z 20 3 S6-J - 3 SM 11 Silty SAND: gray -brown, wet, loose, fine -gamed. SP (POST-GLACLIL FLOODPLAIN • DEPOSM SAND: gray, wet, medium denw, I fine-grained. • OL (POST-GLACLAL FLOODPLAIN . ` _ _ DEPOSIT) Organic31LT: gray to gray -brown, soft interbedded with peat, slightly plastic, =; unconfined compress— strength of 03 tsf (pocket penetrometer). 25X 3 S6-5 (POST -GLACIAL FLOODPLAIN 5 rl. DEPOSIT) . g1=A ro—b -ri to dark rokT wn, moist. sn$. i . 7 = interbedded with brown organic silt. i' unconfined compressive strength of 1.8 tsf i— (pocket penetrometer). (POST -GLACIAL FLOODPLAIN . � - DEPOSIT) Sr _ — — _ — -; SAND: gray, wet, medium dense, fine- to f medium -grained, submunded to I subangular. j (POST -GLACIAL FLOODPLAIN I i ( DEPOSIT) 30 8 �? S6-6 9 ' I 10 OL r — Organic SILT: gray, wet, mtfto very stiff, slightly plastic, interbedded with brown , i peat, unconfined compressive strength of j —. 0.0 tsf (pocket penetrometer). I {POST -GLACIAL FLOODPLAIN — I DEPOSIT) OH Organic SILT or CLAY: olive -gray, wet, medium stiff, moderately to highly plastic, 35 _ occasional interbedded silty fine-grained ; 2 S47 sand, unconfined compresstce strength of 3 3 1.3 tsf (pocket penetremeter). - (POST -GLACIAL ELOODPLA Iti DEPOSIT) - i Driller reports occasional layers of dense, fine -gamed gavels at vanous depths in _ this sand. 40 `SA.MPLER e Cal. 13"OD) L SPT(2"ODI n Core , Shelb. Grab Ci No TYPE Split Sp000 Split Sp000 13 Sample Tobe Reco­v "HAMMER K-EIGHT 300 Ibs 1301bs (30" Drop) 130" Dro ) Fry''s Superstore #30 FIGURE �� Renton, Washington KLEI,tiFELDER A _7b GEOTECICNICAL AND EN\TRONMENTAL ENGINEERS BORING LOG SOILS AND MATERIALS TESTING PROJECT NUMBER: 60-2136-01 B-6 PAGE 2 of 4 m