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irl <br />TBM= t 5TA.86-00 - EL.100.0 ASSUMED <br />_ B �J <br />--PLAW <br />SCALE =!'•10' <br />EXISTi1NG BRIDBE <br />FSSCCALO�V BELLOTA ROAD <br />(.. <br />13! LT. t 8b-10 15'RT 86+37 1'tRT, 8b+53 <br />\ BRM-414 FINE -MEDIUM SILTY SANIs 1 13 <br />oau _ <br />WiTH SEVERAL GRAVELLYLAYERS12e <br />• = FILL 6 <br />0.8� 131 j l2 I 1.4 WATER SURFACE - 3? <br />LOOSE --VERY LCYOSE BROWN i 5-2g-65 <br />FINE-MEDIUM CLAVEY SRND 39 <br />1 <br />! 1.311331 13 211.41261 COMPACT BROWN FINE-COARIE \ FINE-COARSE <br />SILTY 5AW - <br />CLAYEY $^Np FiNE-CO1�RS£ SILTY �C'O CLAYEY SI►NO g=Z7_65 �o <br />1�5 933Z7`� BLUE-GRI1Y -TO BROWN' SANDY COMPACT BLUE -GRAY VINE --COARSE <br />1-3.I185135- 311.4}* CLAY WiT♦s SILK` LAYERS CLAYEY SAND <br />S-ZO-65 <br />19 I,LA 5 � -A— '��T.tr DENSE_TAN -JALT <br />4I1.4BROWN SILT WiTH SANDY S1LT <br />4T LAYERS <br />11.411391 12 X. 5 j1.4 j25 j V.WVi r_PK_ 1 okvwty rrtvt-Lurtr��a <br />CLAYEY SAND <br />1 z.3i 94•I 2T �\ 611.41-ro I VERY DENSE BROWN SILT <br />ENiT= U1Vt try (Y I mmuw N SIM,* <br />711.4I201 WITH SEVERAL. FiNE-MEDIUM <br />--SILTY SAND LAYERS <br />1+.41101124 911.4IS71 SR'�117Y SILT <br />EL.52.7 6-T-65 � :- <br />�' 101 1.4-1 39 1 <br />` IJre $R FIRE �AQ <br />rilS1= <br />,. <br />54LTY SAND <br />-DENSE AROWr1 SRNQ`t' SILT <br />5 28-b5 PRO F i `G <br />87; 00 <br />-- 100 <br />4-J 12 60) <br />SCALE -VERY - 1"=t^' <br />HORiZ,- NONE LONs TR E-E CREEK BR(DGE <br />3565F-! <br />LEGEND OF EARTH MATERIALS • <br />_SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION <br />O <br />1 100 O� Diagram showing the basis of Van size distribution � Gravel ® Peat or According to the Standard Penetration Test <br />9A, used In determination of class nomes.5ize organic matter <br />classification is based on the M.I.T. grade No. of blows Gronniar Cohesive <br />80 'I scale In field and laboratory aassificatian Sand FlIi material. <br />CLAY ?'�' unless stoted otherwise. 0-5 Very loose Very soft <br />ft ,.EMU <br />O� 60 �g Clossificatfon of earth materials shownon*h �� Slit Shale <br />6- t0 Loose Soft <br />50 Tr sheaf is based on field Inspection and <br />ILTY CLA should not be construed to imply meth- Y//1 clay Im Sandstone 11_20 $emfCompocf Stiff <br />c: <br />a <br />!� 40 anical analysis unless so stated. <br />DYCLA <br />►' 30 <br />Sandy clay or <br />® Limestone ti-35 Compact Very stiff <br />z <br />u+� <br />LAYEY SAND CLAYEY SI 20 <br />clayey sand <br />Sandy silt or <br />36- 70 Dense Hard <br />® Meftmoi hie rock <br />10 <br />silty sand <br />70+ Very dense Very hotel <br />ND SI S N S 0 <br />o <br />® <br />Silty clay or <br />clayey silt <br />Igneous roe* <br />= <br />CD <br />40 4? Q 4 ,Co mo \8 <br />SILT Percentages <br />Z <br />800 <br />TO 44 <br />W <br />60 J <br />W <br />SO <br />Mi <br />B-P- <br />T -7 <br />�IL /__� <br />EXlSTING 11vL <br />BRIDGE <br />TStvi =. f- ARCH RD. ; CENTER or- SIR iDGE <br />CLEVATiON 100-0 ASSUMED <br />AS SHOWN A5 S"OWN <br />3-i -B-2 <br />{� ARCH ROAD <br />-3 PLAN <br />4-1 <br />SCALE= 1".: 10' <br />100 <br />F-.995 <br />\ <br />EL• tO°-a or - Er <br />SOFT -STIFF GRAY =BROWN S"NDY CLAY WftTER SURFACE <br />12-.711061 2b X <br />1 1 1.4 1 A-7 ! <br />HARD PIZOVM CLAYEY SILTVEP <br />► SOFT 6LU'=-GRAY SANDY LI`A,Y <br />90 <br />- <br />- - '-- - <br />1.01 9211z9 \ <br />-21 1.4 19 <br />STIFF BROWN SANDY CLAY <br />SOFT BROWN SANDY CLAY <br />VERY LOOSE BROWN FINE -MEDIUM <br />• <br />3 1,4 <br />CLAYEY SAND <br />p <br />L005E BROWN r i 4E-CCrARSE SILT` <br />I3.01 114123 '.; <br />41 1.41441 <br />--- - --- <br />_ <br />;,; <br />4AKU VERY zo i If- r BKOWN SANDY. CLAY <br />WIT14 ISIUMEROV5 THIN FINE -MEDIUM <br />5 1 1.4- 127 1 <br />CLAYEY 5AND LAYER5 <br />70 <br />----____- ----- _- <br />14.5110412-3 <br />6I I.415b <br />E 13RMN F1 NE --CO A R S E SILTY SAND <br />'71 1.4. 14-8) <br />�eiITN SEVERAL CLAYEY SAIVu LAYERS <br />Lid <br />60 <br />=y- <br />I i 11029 � 8 1 14- 1 15 1 <br />SEMI -COMPACT 13KOWN VEKY FINE - <br />Ff E S is <br />14E C LAY Y N D <br />HARD BROWN SANDY C LF;Y W IT}! LAYERS <br />EL, <br />53.0 <br />PARTLY CEMENTED <br />50 <br />6-7-65 <br />PROFILE <br />F1 E <br />' `O/ 1 <br />DENSE BROWN FiNE-COPIRSE SILTY SAT40 <br />DENSE BROWN SILT <br />40 <br />'VERT.- i"= 10' <br />SCALE-- <br />HORIZ- NONE <br />LEGEND OF BORING OPERATIONS <br />-�-Plan of any boring ROTARY BORING PENETRATION TEST <br />Location Location <br />2e Rotary boring 9'No• <br />Top hole efev. 2 B - No. <br />4tTop haft @W. <br />Diamond tyre boring Moishltle ta16 dlyw#)Set Casing -Sampfie �� Pushed P <br />RAuger boring Dry density (ibs./cu.ft) -Size of sample (ific"03) <br />7_�Unconfined compressive Blows per foot I110 hit ..r tEOR <br />Sample boring strength (ions/sq.ff. Slows per fbalt 12 <br />(Using a 140 ib. hrnmmer � 19 of driving ra <br />�n Designates other soils tests with a 30"drop) (Using 140 Ib. 212C <br />hammer with <br />ai Jet boring C- Consolidation 2.41105124 y I i.4 65 30"drop) 41� L <br />Test pit S -Direct shear aw. s_L _ ; Conform-o bie nveft iai change lee -7 <br />E- Expansfon Elevation <br />1 T-Triaxial C..�..,r��a,...f„�. Date =,�: APProximote material change 610 <br />® 2 /4 Cone �r Unconformoble material change 1 T <br />f 1.-..� <br />40 <br />2I/Q" Cone penetrometer <br />r Dote of Date 20 a <br />- boring Slows per foot <br />V <br />AS SHO" <br />B-3 <br />EL. �1tj, 3 <br />64 <br />77 <br />�e <br />Zl <br />1619 l7 - - <br />3 <br />30 i <br />- - -.47 <br />RO 40 <br />CO(. NCTI'Y $RD6E NO. V q35 <br />3565F-?- <br />.1. <br />m00RE & TA90 • g«eery •�ofog sts <br />APPROVED 1 Q • 1 �/ ` { I ell l i �'► �ii JOB No. 35f65 F 0 f 2. <br />REGiSTERED CIVIL ENGINEER Me.9165s <br />SAN JOAQUiN COUNTY <br />.I <br />A R (4 _� ._ E bE R C-REEK BRIDG - <br />�►INTY No Iga <br />LOG OF TEST BORINGS <br />. B <br />Scale NOTED _. Dole Check by Drawing <br />4 <br />i Y l•r S 1 n. ifll <br />