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%- SJ-FAS 843 (3) r THORNTON ROAD FED. ROAD FISCAL SHEET TOTAL j - DI_Y. N0. STATE PROJECT`N0. YEAR NO. _SHEETS - fl - CALIF. S-543 (3) 1970 �z 2?J COUNTY OF SAN JOAQUIN COUNTY ROAD COMMISSIONER fI rn n O (i CIVIL ENGINEER LICENSE NO. 11969 i l'hvrn to Road J1 Bridge deck , e/ev, 1000assamed .- 4 eleN 141.3 US. GG 5. Z91a1`dsn3 - b — PL A IV — � P N 1 As Shown f, o rox. roundline at a rax rou ilne J PP tT 5Z- V. - Vary st/ff gray SANDY CLAY Sli ntl cam ac f !ac med m LTY SA Stiff gray SANDY CLAY ;v_,s '`2b` _ - ` �� C ant gr y-gr en AN S1 Loose brown fine SILTYSAND CLAYEY SAND y 9U '` _ ..4 . s , a i Loo to ry / se own no LA Y S/ S D, 9 sandy clay ith /ay sof and c/o .p dy /J Compact brown SILT 9 very fine SILTY SAND, gp - ®f i/j +.4 28 UI � - - rtes ray- ro !9 � wn .cry f e Jne LTY � S D, ilh ome oam fed a) -46 Hard gray-brown CLAYEY SILT - tL i 70 _ - - r �LlI i 1.4 s Loose- alightly compact red- Drown SlL T � s mpa f A win ry f e LTY SA 9 SA Y L T 4jI I,a 2G Very stiff brown to gray CLAYEY SILT 6 4a 60 ---- - SANDY CLAY, with some __ — -._. syr to rd SLL C Y _ L4= Drown sandy si/f 7-25-62 50 PROFILE - -- Scale: / - Scale: l" = /0 , Vertical Sc le • ,� - l0`a V rti al e / r 199 o S .her Cr e e k — Co. Br No. 1434 I yw, i 3239-12 3239-13 LEGE 0 F EARTH is �i G A L S _ . _ LEGEND O F B Q F� i N OPE RATIONS SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST M 0 0 R E ane T A K E R .—.�. _ - _ _. � Plan of any boring � Diagram show ing the basis of grain at to dism bation Location Location �j _ J00 0 used to dtte,m not on of class names.site �, Peat oa According to One Standard Penetration Test. Flush penetrometer -4�. rs. Ic 6e�,. * . CrCvei B.. Job N" 3239 /�,-13 APPROVED q ctasaifitaP,anisbaaedantheN'eniworTh ++ organic N0. B�NO. q Top hate elev. Top hole e/er LICENSED CIVIL 165 grads scala in field clCaa+ricatiaa or the + P MalstWe % """""�"—"' eD r, kS..T.M.grodtScalalntneloborCtorystere Sand Fill material Na.of W4attl8 Granular Cohesive 2.5 Cnne ene,trometer w_ __ Casrng Description of material rushed p e/evasion round water surface SAN J O A Q U ! N COUNTY L Y r araiysls Unflweighl(tJfCuft:dry Na count record d - ` n C;Casificartlonofto,thmaterlo!shownanlhii 0 very loose very soft :t Rotary borin SlZeofSamp/er c dote measured a w ' !YLd Shalt f 9 Urtconflned compressive - x7 �+ "4 Sheer is based on fieeld gnspectlan one `illi G90 \ BiawS per foal fj'lvws per Coat rr ,vs 60 6-10 ioase soft strength Shautd not 4e Construed to imply mach- (Usinga 14,91 hammer te=e 50 s , to Auger baring Consolldaticn test C z.a tD5 24 1.6 3 with 30 dropl (Using o 1401b Graphic representation v afl{401 analysis unless to stared. Cicy Sandstant 11-20 slightly compact act stiff GWS elevation round water surface hammer with zr of driving rate. SILTYC`A g Y p _— _ T�'{ORNTON ROAD BRIDGE 143 ' two ac Q r Direct sheortest --- date measured 30" Bra 1 ANDY LAY Sarid oia ar q Sample boring p o a0 Y Y Limestone 2[ 35 compact vary sfi 'f Expansion test --•(E� -Confprmab,e material Change 2 j LA EY SAN CLAYEY SILT clayey Bond { Jet boring Trfoxial compression test 6radatianal material change a _20 Sandy slit or 66-70 dense hard G�, srimated moterial change ._T��T ----- DY SILT r,. t�ttamar h,c r ack «art �� t..O G O F FEST 8 0 R 1 NAft 0 sil8 sand p ( Shear strenglhr#/s�r,ftl "�= 0 20 30 40 50 60 70 j AN LTY SA D IL y tfl+ ii vary dense very hard til Diamond Core boring _ -- t Dale of —� a Slity ciayor t Unconformable ma.erroP change boring Blows per foot o o igneous rock Trane shear (fie/dl g p File A � L__ ! date of boring AS NOte�B-4-62� ,• o �. clayey $idt ; Test pit Scale Dot,- Py' SILT AERGENTpGCS + _ 4 f VFRN LITE14 CLEARlaIIHT IOUON ; ' � w * � • T