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-- .; <br />4 <br />• <br />rr <br />IB3 B 2 GOPPEROPOLIS ROAD T e• M <br />\Existing bridge Top 30" LD. concrete <br />Stand Pioe Clev 79 /3 <br />® 250 t ' 70 /east <br />-� of EoV Abutment of <br />® EX%S t/ng Bridge. <br />i <br />0 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />/0 <br />0 <br />i <br />9 <br />As Shown <br />B - / <br />78:1 <br />Stiff brown SANDY CLAY with scottered <br />a, / I/4 /3 ( <br />GRAVEL, fill <br />- GSAYEY 540- <br />4-. 21 /4 Vd <br />' <br />Dense bmwn SANDY S/[-rj-- lay ers <br />136 1 3 /.41501 <br />slightly cemenfed <br />// 71 / 7 J I <br />4 11.41181 <br />Sh'Poc- very stiff brown CLAYEY S/Lr <br />511.41251 <br />1281116119 :1 6 11.41311 <br />yery stiff broom SANDY CLAY with <br />severo/ CLAYEY SAND /oyers <br />' 7 1 / 41261 <br />3-2/-66 <br />1/./I/v�1z1 � 8 Ii•a1�11 <br />\, ,9 I /..s 17ot, <br />Very herd - fiord brown CLA YE Y <br />S/L r /oy erS S/i9h t/rJ cerr,en ted <br />1011,41451 <br />j1111.4123 1 <br />rl <br />13.411111/6 j /21/41341 <br />Verh Stiff brown SANDY CLAY <br />cvi CLAYEY SAND /oyer.S <br />1311.41301 <br />• <br />�N114 KN <br />✓ertJ, dense � s//yht/y cemented <br />ton 54NDY S/Lr <br />3-9,10-66 <br />PL. A N <br />SCo%: / " = 20' <br />As Shown <br />7L § B-3 /, Br/dge deck <br />1251 <br />As Show/? <br />,y- - 9-278 �V51 <br />Approxi/not-e 9rour;d/1i7e o/Arg V- CopperoPo%S Roam' -� <br />E/ev. 50 ± 3-11-66 <br />' Loose gray fine - coorJe SAND <br />StWR- very stiff brown SANDY CLAY <br />12.01116120 1 1 /•4121 1 <br />i Comm—t hrOsurt .5a-ry 6a4 ML_LY. fine -coarse SA/VD <br />12.5110421 /. 211.4j2�1 <br />Very sfi/'f groy SANDY CLAY <br />+� .3 I/•416Z I e <br />15 31/011 ,,,� :` 4 1/• 415s Nord brown SANDY CLA Y <br />S 7 11.41 Az l o t -stiff br,owl) SANDY CLA <br />s f Y <br />11-0197122 ; 6 11.41171 <br />LZ411/61/0 71/419101 Very dense— dcnse s//yh1-1 cemer7ted ?bit <br />SANDY .S/Lr with SILTY AND /pcJer'J <br />�a I�a160r1 <br />3-1; <br />Pf?OF/L E <br />Scale: /"=/0 ' <br />'Ve- ry ioo se gray G&AY46Y SANDY C069GES, r=i// <br />1 1/ 4 Very loose gray CLAYEY to SILTY fine SAND <br />-� Veru .stL'fP ,6rotyn CL.4 YE Y SILT' <br />15.91/141 /7 �` 2 11,41301 <br />Very s /- 67-i/W brotun CLA YE Y S/L r <br />11-411121 19 3 11.41201 eroding t-0 SANDY CLA Y <br />12.31//91 / 7 •' 4 11.41311 <br />13311120119 1 5 I /-A-m <br />/. 6 1/41251 Very Stiff brown &groy /rottled SANDY CLAY <br />X. <br />12, 21931 26 711,41311 <br />15/I/JoI/6 � a I�aIBOH Very hard ,broWn SANDY CLAY <br />911,419Sot f brown SANDY CLAY <br />13.11110117 /01 r¢1361 Nord brown 6.41VD <br />y CLA Y <br />1/ ar7,fj,, Very dense tan S/Lry very Fine SAND <br />:! w /�11 �".4lttDy�Sit. t foyer s <br />r <br />4 <br />3 /O,11-66 <br />9 <br />80 <br />70 <br />60 <br />so <br />40 <br />30 <br />20 <br />/0 <br />0 <br />State of California <br />THE RECLAMATION BOARD <br />LEGEND' OF EARTH MATERIALS LEGEND OF B0 R I N G 0 P E R AT 10N S <br />• YCLASSIFICATION ROTARY BORING PENETRATION TEST (1100REaTA�ER • 4707eeri-jeclegIS& <br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY Plan of any boring <br />Location Location <br />Peat or According to the Standard Penetration Test :• B-No. ,b 100 �� ptoprom sAorin9irtDositofyroinsl2tdttr�bvton • Gravel ® g ® Rotary boring Top hole B•No, APPROVED T� Q•Ta-�1�. '�''1-LG JOB N•,3626F-3 <br />"�� used In determination of class nomes S►ze organic matter <br />2d REGI3TERE0 CIVIL ENGINEER No. 91f� <br />90 CIO $sitfeat Ion is based on the M.1T grade No. of blows Granular Cohesive � aornond cm boring Moisture (%drywt) Casing <br />� Top hole elev. <br />O _ <br />80 $3 scat• in field and lot classification a Sand Fill material. Set —Sample number Pushed <br />Dry density (Ibs./Cu.tt) � 1+p <br />CLAY unless stated otherwise. 0-5 Very loose Very soft 31, Augw boring -Size of sample (inches) <br />Silt ®Shale Unconfined Compressive „' Blows per foot 1i o GrcphiC representation <br />�4 60 ohm ei•ssificotton of earth moteriats shownonthis ' 6-10 Loose Soft strength (tons/sq.ft) - Blows per foot 12 <br />50 J sheet is based on field inspection and Sample boffin g M `� Of dflVln C/� <br />g (Using a 1401b.hammer (Using t40 Ib. 19� g ro COPP�RDOOLIS ROAD BRIDGE <br />Designates other soils tests with a 30 drop) 21 <br />ILA CLA should not b• construed ro imply meth- i'//J Cloy Smdstone 11-20 Semicompoet Stlif Jet boring C - Consolidation hammer with L-� N0. 1101 <br />Q CllJ 24 j b�24 ,`.ti I t.4 6b 30rdrop� 4144 L ACR� / 0 40 onicol analysis unless so stated. , . _T <br />DYCLA y y Limestone 21-35 Compact Very stiff-' G.W.. _ �, ►2 <br />Sand clay or •, S- Direct shear MORMON SLOUGH <br />Z. Conformable material change <br />r r r 30 clayey sand , ;rest pit -�� 9 s <br />E -Expansion Elevation <br />LAYEY` SAND C YEY SI 36- 70 Dense Hord `'"-' Oote ' Approximate material change a to <br />`8 Y AN SILT 20 Sandy silt or ® Metamorphic rock Q 21/4 Cone penetrometer T-Triaxial compression Unconformoble material change 1 LOG 0 F TEST BORINGS, <br />10 silty sand 10+ Verydense Very hard <br />31 Y S N SI 0 Silty clay or OO 2 %2' Cone penetrometer --� <br />p ,� 8 clayey silt ®Igneous rock Date of Date 20 4;•-� Scale AS Sh0[Un oot.MOrch /966 By Drawing /I Opt'_ 12 <br />/� �/ //�/ �-- SILT fercentoges boring- „ Blows per foot _ <br />Chock by <br />-owFILE 'NAME <br />DRAWER SHEET NO. I STATE NO. 29C-212 <br />13 ATb <br />