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I <br />I <br />l <br />I <br />T <br />I <br />I <br />T <br />T <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />T <br />I <br />T <br />rolecl Chrill Our S.vlor C.thollc Parish <br />Location: 2000 W. Alton Avo, Santa Ana, Califomia 92704 <br />Numb€r D-3885-06 <br />SAMPLES <br />I <br />3 <br />, <br />6 <br />6! - <br />t&e <br />6 <br />E <br />(9 <br />E <br />'9 <br />MATERIAL DESCRIPTION <br />E <br />Key to Log of Test Hole <br />Plat. No. I <br />=8 <br />& <br />g' <br />3 <br />l <br />bo <br />E". <br />96 <br />3X <br />o-z <br />OTHER TESTS AND <br />REMARKS <br />E E E <br />COLUMN DESCRIPTIONS <br />1 gg!g!!q!! Elevalion an feel rclerenced to mean <br />3€a level (MSL) or s e dalum <br />Material D6caiotion: De3cription ot maienal encounteredi <br />may include color, moisllre, grain slze, and densily / <br />consistency. Approx end'= 35'lo-50% "some" = 20o6-357.i <br />"ltlle" = 10%-20%. lrace'= 0to-10%998!E Depth rn feel below lhe gound surface <br />Srmole Tvpe: Type ot soil sample collecled at <br />depth inleNal shorrni sampler symbols a.e <br />oxplained b6low <br />U.g jgqC_9.9dg.Eg Morstur€ cont.nl of s3mple, as <br />percentego of dry r€ight of 30 moausred rn lab <br />according lo ASTM D2937. <br />Samole Numbor: Sample denlilicalion number, <br />"lNRf anea numb€r indcatgs no ElmpL racovary. <br />10 Div Unit \ry.irht: Ory urnt rEigft of sorl sample, in <br />poun& pcr crt b fuol, measlred in lab according to <br />ASTM D422. <br />Blowa / 6 ln.: Number of blows lo edvance ddvon <br />sampler each 6-inch dnve rnterual, or dislance noles. <br />using a 140-lb hammer wilh a 3o-inch drop (unless <br />olherwise noled) <br />11 Parcenl Pe.sino No. 200 Sieve: Percenl ofsorlby <br />weigtrt fner then the No. 200 sieve according to <br />ASTM D422, <br />G.aphic Svmbol SoitType Symbol 12 Olhe. Tesls a nd Remarka:Comments end observalions <br />Blows /'12 in.: Blor,ns per 12" based on Col 5 <br />equal to unconectod N-Value where SPT used <br />regarding drilling or sampling mede by dfiller or feld <br />personnel Olher lab tesls are hdicated ushg abbevialions <br />explained below <br />TYPICAL SAMPLER GRAPHIC SYMAOLS OTHER LAgORATORY TEST AAAREVIATIOI{S <br />Calfomie (ring-l'ned) <br />ffi <br />ffi <br />X <br />Modilled Cahlomia <br />(brass tube-lined)COMP <br />CONS <br />os <br />EI <br />Atlerb€rg Lihits Test (ASTM tN31E) <br />Compaclion lest by modifed effort (ASTM D1557) <br />Ofl e-dimensional consolidation lest (ASTM D2435) <br />Oirecl shear tesl (ASTM 03080) <br />Expansrcn index lest (ASTM 4829). indox al <br />50% saturation <br />Hydrometer analysis (ASTM 0422), %<5 micros <br />Lquad Limrl trom Atterberg Limit* tesl <br />Plesticity hdex from Atlerberg Limrls lest <br />Sieve analysrs (ASTM Dl22). vo<{2o0 .ievo <br />Sand eqlivalenl tesl lor fines @Jltamination <br />{ASTM O2119) <br />Uncontined comprsssiv€ slrength lest (ASTM 02166) <br />Wash analysas (ASTM 0422) %<*200 sieve <br />Slandard Penelralion Test <br />(SPT) sphl spoon <br />Shelby Tube <br />Bulk Sample Grab Sample <br />HD <br />LL <br />PI <br />SA <br />SE <br />UC <br />OTHER G RAPHIC SYMBOLS <br />g <br />I <br />Frrst waler €ncounlersd al time of drilling and sampling (ATD) <br />Slalic water level measured at specifed time ai6l d.illing <br />Chanoe in mate.ial properlres wilhin a lithologic sll-atum <br />lnlened contacl belwe€n soil slrala or g€dational lilhologic <br />change <br />Soil Classificalron are based on the Unilied Soil <br />Classilicalion System oescnplions and slratum linei are <br />interpretive; tield descriptiofls may have been modjfed lo <br />rellect lab test results Descnplions on these logs apply <br />only at lhe sp€cifc bonng locationg and at lhe lme lhe <br />borings were advencedi lhey are not wananled to be <br />represenlalive of subslrface condilrons belween <br />samples, al olher l@3lions, or times <br />r <br />E <br />2 <br />3 9 <br />5 <br />6 <br />7 <br />Etrl@EEEEEE <br />N