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<br />4rp' nort-h & 23' cc3,st- c.)yc f
<br />t-F Ae VF3 f- ion 9 /, 3 5
<br />L A tV
<br />_100
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<br />92.3
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<br />SA/VDY 311- T (113m)
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<br />L tE E N 0 0 F E A R.T H M AT E R I A L S
<br />L t! --.
<br />3 0 R I N G 0 P E. R A T 1 0 N 3
<br />r-!r xiiE & rABF_F�Z N0RTlI,-1E:P1N CALIFORNIA
<br />UNI FI ED SOIL %COLASSIF1 CAT I ON CONSISTENCY GLA35!r-JGXrIO�_'_'
<br />MATE1
<br />RIAL SYMBOLS tIULTINO ENGiNEER3 AND GEOLO(:�ISTS
<br />AT 0 N T S T
<br />PME
<br />4,,"N Plan of any i-jorisig ROTA'RY BORING
<br />W_ C Iii c S to
<br />FOR SOILS Location
<br />Location
<br />Highly rids with firI II Sands GrcveI%wf1hfiiiil C!t,oncjrcve Peat or
<br />Grovel lRotary bcr�ng
<br />Silts crid cloys an mutfat H
<br />Vole elev
<br />iqlizd 1,miltgi c0tr $�I �C Uc;II �imif lest, ;hn Accordinq to th.e Staneord Penelfrotion'Tast 3, N4. APPliOVED
<br />Sofids-Mare thc,, 50`/o,&c0uI n 50% of tI Se
<br />roctlon is srrlo� ier th.0,1 NIQ 4 Biel Diamond ctore boring P h 01 P. e! ev. I! "'K A A z lz _.'e'Zit: 2. 2:..:
<br />- is 10, ger ibun NQ 4 si cve� 'S; o In d C4 s
<br />Mcisture I(% drywi ing
<br />0 1 -q
<br />A 5, h 0! a 0-5 Very loiI a to T Y OF SAN JOAQUIN
<br />-It Vary $0 t pr s5iv COUN
<br />-41 A Slows ,At,,r forof c Nor)
<br />LUCR�,TCRY CLAS�'F�r_�T!014 CIR! T E,1
<br />I i Sarnple borit!g Stfength (ior Dfi.,ws per fact
<br />9-raitied so;ls- - . *J ;F�- 11stili", *1 - - P
<br />F,J mate;
<br />NQ of blow�, Granular cohesive
<br />ple Out. I r
<br />C00I qr�a'npd so,ls ory density otm.,cum— 'J, pushec
<br />Ckkre th0r, 50%is 5"; lar lh�lrl. NO 200 stey More ificin 50% 's Ini-ger fhoii NIP ;�Co 5tckit) AII borinic Size of Sample Unrv.las)
<br />Unconfinal Cann G
<br />CIN �Ind "AV cu- 9� eu lot tlilI 4 for G vY -a 6 forsw, c (Using 140 ancim.-riv t
<br />LooSe Sof t ---j of drili'ng rA
<br />)esiegnofas other zoils fe -)g 140 1 b,
<br />(Usif T U L LY FROAD BR I D C-) 0
<br />< CH 010 X No CIA
<br />4ith a 301
<br />jet boring 21
<br />be'wee,,� !a 3.
<br />Son d s o n a
<br />11-120 sermicicenpact Stiff hoiriII-reir Ivith
<br />'4i G
<br />CSP I;rl SP - Cleon �rollIei of sliI ��lrt rr.ef.,ijriI; rtqU_ I GW C Consolidution
<br />4
<br />.4 105
<br />Sandy III or -4
<br />GJA ond ISIA - Aill er te ig :im� I s tlel,�* W line or 1� !es U 0;)
<br />5 thar, 4. Direot, $hear
<br />G W,
<br />-;Gyey si Wore 21-36 Very r0iff I$ 'rest pit NV_ 2
<br />urtl 51-C - A, ter Ne 2 �P'nl's rb,�vf, "A' 1we P i lhon 7, /4 c 0"n poc
<br />!_J E - Expansion Cl
<br />OA and, E I e V a t n
<br />70
<br />U_ Sandy silt or Z�6 -
<br />�irte_ IM e d i I i,
<br />L"les eouWets Dense Hard T-MeI C�onples$ioln to
<br />Bond sand 13oarl grclIel gruvel
<br />kci. UJ and (4D :_2 1/4 "Gorla penetrometer
<br />',Ik �, �
<br />rock
<br />1,II A);P% 2 "1 12 >?O Very dense Very hord
<br />A A 7_ _,lty cloy or (0 ne V
<br />ty s,
<br />corI Pat trorrvaf
<br />a lit
<br />Z- Q'I -1 f v
<br />00, ry V; _0 V 130 'It, 'At a, jlo
<br />Cato 20 13Y
<br />M
<br />-3) 1 -97 1
<br />31
<br />T
<br />T D A T t", 1) A T E
<br />TZIL L Y ROAD
<br />T1 Ft
<br />w,"%P 'R Q' VA L 'R 'ill w I
<br />.3-12-73 !4 o. I a oil F_ f--
<br />r k i -- ----
<br />J 0 A
<br />'0I
<br />22
<br />DRAWINN( NO
<br />BRIDGE, NO. 1900,
<br />-100
<br />STATE NO. 29C
<br />-tic. #1 1/116
<br />Ale
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<br />4
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