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<br />JBELLOTA -�-
<br />EXISTING BRIDGE 1 B-
<br />/1/OTE
<br />B. M. - B. M. CH/SL ED �QNON TOP
<br />OF N W. WA.. ELEY /24. 5 �
<br />Ill AN
<br />SCALE-/'= ID'
<br />EL E(//-I T/ON •
<br />I2S
<br />EI. Imo•. 8 _
<br />-� Al LOOSE TD SL/G/lrLY COMPACT SAND, GRAVEL,
<br />Jul
<br />d AND RED -BROWN SANDY SILT. FILL)
<br />VER Y L DOSE TO LOOSE RED- BRlill SAND,
<br />GRAVEL AND SAAl 5/LT. (F/LL,) �VERY LOOSE LIGHT_RED_-B_20WN SANDY S/LT,
<br />:\ I 11.413 �Ws.�t.•t18.T,3-s-�3 1 11.414.
<br />¢ i.4 Wi GRAVELLY AND CLAYEY LArERS.
<br />VERY DENSE LIGHT RED -BROWN S/LT.
<br />i \
<br />211.41351 211.41701 -- - -
<br />DENSE Td 1/ERY DF1t/SE RED- BROIrt/N AND •- Ill DENSE LIGHT BRONN CLAYEY SAND,
<br />LIGHT BROWN CLAYEY SAND AND GRAVEL, GRAVEL AND COBBLES.
<br />WITH GOmLES BELOW E1,E11. //S
<br />3-8 -63
<br />f©s
<br />PLAN
<br />SCALE- /'_ /O'
<br />EEO
<br />'G BRIDGE
<br />r
<br />-:
<br />. N. P" .
<br />SMALL- CON-CRETE�8R10G ' �.
<br />ROAD INDEX ND YEAR SHEET TOTAL �
<br />NO, SHEET$
<br />01- 220 1965 1 V : I I
<br />Al
<br />ApP►0,,ima�a
<br />rr /^� r `,
<br />GLE�/1 / f0N
<br />QroutdlaLw�ace
<br />COMPACT TO DENSE 6R r no BROWN 6RA lil Y GOSBL Y CLA r
<br />/ STIFf 6REEN-T" SILTY CLAY.
<br />130
<br />-\ VER Y DENSE TO DENSE' AND CEMENTS© RED- BROWN
<br />SILTY ME.OJUM TO Vi COARSC:' SAND, W/rN
<br />6RAV£L AAA sill LAYERS.
<br />/25
<br />L 11•41641
<br />DENSE RED-BROWW SILT, W1rH CEMENTED LAYERS.
<br />/20
<br />' \? 3 1.4160]
<br />DENSE LIGHT l3WlMA/ CIA YJEY SAND, AND VERY
<br />DENSE CfAf NTED RED BROWN CLAYEY
<br />'3AII WIr14 LAYERS CEKENTEq srLT.
<br />II5
<br />`\
<br />4:
<br />/10
<br />3-8-63
<br />A107E
<br />T.B.M. - 9 AT rOPOF PAVE-
<br />MENT A T Alnii
<br />ABUTMENT. EL. /43 +
<br />(FIELD MA,P%NF:D)
<br />0
<br />A?OF/LE PROF/LE — AS 8 Ul LT
<br />SCALE SCALE- /"- 5` CORREICTIONS BY —_
<br />a
<br />NO CHANGE 9,
<br />DATE
<br />BRIDGE 1171 BRIDGE II7.3
<br />339ZF-4
<br />n STATE NO. 29C-148, 29C-149��
<br />lIIle1 IIIIu6 MI �.w.n m
<br />uni.eiI ul II MY. . I : I ::I :. . HILL all LIS I A. Iul sll :IIII Y I'll I: l u:l i III m II I I Iu:l :Ie: .IIIII II, '.I u w Y. 1 nJ o I aa. I : ld I . II.IL1411 I :II16n: 1 II::: I 4 uII 1�I4I�1 I III,Ii� I ul Iilll.i,.III :u :111 a ..I , I :. III:: I. I II III� I e. I.pII II uO Ilue11 I I'll iJll:Ili IYI IIIll 4 .IIIIII uI II :III.0JIII III {Ill lull)LEGEND OF EARTH MATERIALS L E G E N D = G A RI N G OPERATIONS
<br />{
<br />•.^
<br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST M 0 0 R E and T A B E Rt
<br />Plan of any tiring r^ I
<br />Diagram showing the basis of grainsize distribution LOCOt%01l Location F
<br />00 used in determination of class names. Size � �" Peat or Accordingto the Standard Penetration Test. �
<br />< <'o Grovel K" dz Flush penetrometer 14 R. -1,6 �-2't-63
<br />q� classification is based on the Wentworth • Nti organic matter B-N4. B-NO. Job Ns33021 3-4 APPROVED
<br />grade scale in field classification orthe . TO hole elev. LICENSED CIVIL E tINS R NQ 9140 _
<br />P
<br />To hole elevrt :
<br />Vole IIIJIr.II Y 16111 :III:. I IN I I .•• � .' • � Itl I::VI L ,I III II IIJ IIIYIII JV IIIII IIIII::IJl JI61111111.111d I'. IVIII III JM1 JiuP 461 JI I IIIPJ I,r,lYll hull I:�IIIJIII I'.III tl J{11Y1 ilki uVV I. YI .Y IIIII allllllim hlllll {AInYI IIJn JIIII I II VI. 1'I fIL III LI IIIIL IIIII : i,l��k l RI'ItlAll:: liA "14111I1 6 IIIIIIIIII I I tl :Ilifu:llil:ll.d IL :. L.IP III J
<br />.o No. of blows Granular cohesive O 2.5 Cane penetrometer b!olsture 90 2.5
<br />� 80 � a.s.T.M.grodescale inthe laboratory sieve � $And :::� Fill material Casing
<br />LAY �� analysis. Unit weight(#/clef/.)dry 9 +' Description of maferio/ Pushed P e%votlon ground water surface
<br />CO " 70 `"ti Classification of earth material shown on this , 0-5 very loose very soft size Rotar borin Size ofsompler No Count record -'dote measured SQN t�OAQ U. N COUNTY -
<br />cs� 9 sheet is based on field inspection and '% Silt Shale y g Unconfined compressive /ows per !o
<br />Jill so �� ® ® 6-10 loose soft strength(T/ ..I p B/ows per foots !�
<br />s+ should not be construed to imply mach- ize (US%n a 140!b.hammer
<br />All, Auger boring C 2.a 105 24 1.a 63 g. .. (Using a /40lb.
<br />Q� 5�� onicol analysis antes: so:toted. ® g g Consolidation test Willa 30 dro J. Graphic representation
<br />O q 40 y Clay :. f : Sandstone I 1-20 slightly compact stiff G.W.S�� elevation ^ground water surface hornmer with o � of driving rote. �+ p
<br />Limestone pact very stiff a Expansion test Conformable malaria/ change 30 drop) 2 „JALQN ®® p S
<br />DY LA Sandy Cloy orrfin 2f-35 cam Sample boring Direct shear test s J ! '� BEL LOTA ROAD BR.1 DGE„ ..:
<br />Q' LA EY SAN CLAYEY SILT clayey Bond ; �; g 1-+
<br />y —� Grodotlonal malaria/ change 3
<br />)�(( / 20 � �,� Jet boring Triaxio/ compression test `Q1171-1173
<br />Y�S1L r . Sandy silt or ® 36-70 dense hard �-� Y Estimated material change
<br />{ Metamorphic rock lao vs °',
<br />k-10 silty sand 70+ very dense very hard iz Diamond core boring Shear strength(#/sq.H.)l� Dote of �O 20 .O 40 50 60- f0 - LOG
<br />O TEST
<br />T R �+
<br />SAD SIL �Y AN I LT ° Vone shear (field) Unconformob/e material change boring Blows per foot - �! V J
<br />Silty clayor �- g p _
<br />o ,�o Igneous rock
<br />o m00% clayey si It , ,
<br />Test pit ,= Scale As shown Date March 20 /963 `
<br />dote of boring , File Drawing
<br />SILT PERCENTAGES �__-� -_ --
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