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A1,11 Nr-b' WSk",f W�, IV, ?-�M '71"", __,X`771137111_�, �7� I'K'r.
<br />11�4
<br />5,
<br />9
<br />-10A30A n eEXISTING BRIDGE
<br />To Victor
<br />9
<br />A A, 17 14
<br />Is
<br />0
<br />0 0
<br />0
<br />a44
<br />8-r
<br />A\
<br />P L'A N
<br />SCALZ�- r tsd
<br />NOTE
<br />B,M. Chisled + top of eastwingwall
<br />south abutement. El. 74.60.
<br />B.M. R R spike in guy pole. 26 West
<br />Sta.1421. Et.77-09,
<br />22! U 2 2! U.'
<br />Its 3 ri
<br />13-IOA
<br />_4" L
<br />Loose h fo topo\7 �,i�
<br />cte
<br />red -bin, silt,�-:"'
<br />20'Eit. to.13,1,82
<br />76- sand. y
<br />70
<br />Very dense yel.,
<br />11-4-57 0 40
<br />�2 brawn silt. N\, Fr. E L 67.4�
<br />'11,24 114 a x Loose to slightly comct b-own and
<br />_6&��Pct lorn noted red and Ground Surface - ----- 4�'
<br />.1o.'; % red -brown micaceous, si It y ve ry
<br />.::."/ - - . 1 '" , - - P. 0, Rt. Stol� 7f 2 a 4APProx,.,"Igh Water" Profile at t yello brown silty veri
<br />17 Rt. W. 5t9O f ine to very coarse send- some
<br />finetori)edhum sand
<br />15 11.4 small gravel -includ4s layers 60
<br />30�t 31a. 10+13
<br />157 R It $ta. 4i5T, f1ft. 8460 M't"
<br />and 28'R OT sandy slit.
<br />Dense Ell. Maloll 82 Rt.'Sto. 13+ 60
<br />red-brbw a4", H_1�
<br />24 1; - , P�,
<br />-4, El. 54, 1 14 11.4
<br />Is to
<br />4.3 13 2
<br />r9wn mita- e/ -ry loose fnf�� dedb ItL 53.9 ................. .
<br />4 N
<br />..............
<br />,1 38 It m,lc.,dceou E 1. 53.9 �,'el Ver loosered-b Ve
<br />cIqyey'sbndy, bd
<br />ous '10
<br />silty Vert- Mi�q'c6oi.-tVie'ry fine Eli 52,6
<br />7�
<br />f In a Sand and'silt., 8X
<br />9.dl 32
<br />slit. 2d
<br />13
<br />to di 4 3ood o6d' , brown inidaceous ex 13
<br />60 Very- loose 'red 50 � ��N f 117 I(A
<br />t sandy §ilf, 15 Very lose red- brown"si Ity very fine 9' sand.
<br />0/: 2
<br />V 2 9. TI < Dense red- brown and yellow- brown
<br />A,
<br />I , I I " " I I Z, 11.4 Si I t.
<br />ALS� f
<br />4 -.14 M& , 0 j'
<br />I , �% - - " 41 11.4
<br />7 1 _y
<br />�YG 1`44 _� I X. 2
<br />e , _ I Very lciJiSe dark gray silt and fine Q.W
<br />4;$ 1 t4 -5 EI.46,0 10 30
<br />-6 10-30-61 LAI,
<br />2
<br />t Lv!��,Pn- ?-it 9-57 10-25-57 medium sand.' EI.44.1 10-24-57
<br />�NN E .4TI to me
<br />t
<br />.4
<br />40 10 �1.4 - 4
<br />3 11 11.4
<br />40
<br />Lo coceov 8
<br />Dense Interbedded red brn. lit ose gray'mi 4 silty 4
<br />v. coo rse -7 10
<br />It T'. ? 6 13
<br />micaceous slify fine fine to
<br />9 <a 114 A
<br />gers - I 1 11 11.4
<br />tqcoor3a sand apd solid- stringers 13
<br />nd gravet
<br />59 114 5 4 /v Very I,)osa and I oose'brown, gray 16
<br />4- Tan clayey sandy Of silt a Very loose to loose ddrk gray mica-
<br />0_4 6 Loose gray'arid'Iroy'gireen CeCU3 silt and fine to med.
<br />18 - 10 and brown andgroymot throughout- oqrt a mfdd-, 7,9 tied silt. ,fine to.. d - i sond- some organternoterlot., 19
<br />orne'stit, 0- 1.4 micaceous $1 It -some thin 19
<br />8 abundant coou-s'ta -s 3
<br />a lavers of f1nA to med. sand- 30
<br />d some organic material. 29
<br />9 noter I.-Ouli-W " , �, .1., : - ), , , 4" 1 1�
<br />30 1 8 IL4 kk!- - \ I . : " 1 21 15 11.4
<br />j 5V
<br />14
<br />4
<br />10
<br />14 % %. __1_4_____ 7
<br />L A 9 2
<br />2 1 15 114
<br />Loose grgy on, r w 14
<br />10 �,M'
<br />10 1 7 11.4
<br />ib d _6'o 'n
<br />4
<br />14
<br />'Silt el'. 2
<br />y Sand and gra v - 11
<br />? 14 252 r.
<br />16,16 Slightly compact red• brown inicaceous
<br />;111, thlk sfr[n ders of s It, 2�6 oe
<br />17
<br />21 90 Loose to SlIghtl comodc 0' Loosa- gray silty meqfum �sand with
<br />1 14 11+ - 11.4 Olt very fine tofin sandysilt
<br />_[A 114 f J 299, y I q
<br />1 11.4 n4very fine tofin: silty sand.
<br />4
<br />small to modlurn gravel. -locally iron cementaaa gravel
<br />6 to gray b n mottred-y' ': - -_ 1 3
<br />16 66 911 A y compact gray silty fine to 27
<br />ace' a �11-4 .. " ;
<br />22 f (h 22 size particles oburdant
<br />to, a to m ou - s "I' ' coarse era abundant
<br />11.4
<br />Nt $11ghtty Compact brown, m j 12 11.4 arse sand
<br />24 sand- so r' Vel-ldy 3 �2&
<br />le of woody a lot., 24,1 231C organic material. 9
<br />h, 2d,
<br />37
<br />coarse silty'micacyoys 4
<br />!14
<br />Compact medium to v� 5 iqhtly compact compact
<br />sand- some string r$-- f
<br />j r c a a r s a Complict gray green micaceous, 4e45 500-.43,--159
<br />yello br wn silty med. sand and Gra%ef. medium to coarse sand
<br />Of qravel., rj 4' W_
<br />10 -'27' .4
<br />in, Irl, In A 0-30-57
<br />2 Lk. " eel 41 g 123 11 20 40
<br />72 (1 OSLO -rav A� 40 10
<br />W11 Mu
<br />66 Compact gray and brown mottled silty
<br />W� sl Ity madlu -n to coctse- 0
<br />1919 Ix 78, 5 0,3 IV
<br />1.4
<br />26 -x Dense �-6rbi�n Mtj'sand, io.jo' -66 , yqll�p I � fine to medium card.
<br />�raI •
<br />- -, , 4" 60�
<br />04 1. - . ''I -. %* ;.1, Sand and travel, 21 21If-4-
<br />46 and silt P. K 51
<br />Compact brown Interbedded and graviol. 24 Dense red -brown micaceous slit,
<br />00/04- 250
<br />< 4\41 "10
<br />1- 57 20 40 silty medium sand �,Ind Very dense brown silty, sane' and gravel.
<br />30 - 97 39 114
<br />sandy gravel. 10. 9�- 57 10
<br />0 1 30 11.4 so 20 40 60
<br />Dense to very denim brown mica-
<br />D. F. r. 0
<br />- r, Compact light reddish brown silt.
<br />t.4 sand and Oval,
<br />43 ceous slit and clayey
<br />P,R�O:F I L Ex, 9 0,
<br />1 10-25-57
<br />Dens
<br />e and very dense br
<br />MICOCI I a I I " I I 1 29,11.4
<br />micaceous sandy H' 1 250
<br />SOLE 4, silt. e 13 14 15 is V 182 Id 9 10-23-57 18
<br />hip IgSit 57
<br />10
<br />D OF EARTH FMALS .1 L-E G'E NQ 'OF 10 R I G -OPERAT IONS
<br />LEG EN
<br />G E 0 E N G I N E E R I N G C 0 M P'A N Y
<br />SIZE 104ASSIFICATION 0ATERIAL SYMBOLS _CON$ISTENCY CLASS1010010N, ROTARY SORINO PENeTRATIO'N TEST
<br />0 PI an of,any boring
<br />Oi oVom showing the boils of grain size distrioutio(i Location
<br />0 0 used :m determination at cioss names. Site Peot or According to tne Staniard; plenet(otlop 1.33-C
<br />11P W2 *Iushi penetrometer
<br />tiossificotioM Isbosedonthe went'vorth Gravel organic matter
<br />0 a- No, so'. A PPROVED Sl
<br />90 A grod's staff Infield Classification oaths 7'lpq hole eleie. F- 326 LICENSED CIVIL ENAINFFR N29.165
<br />rop hole elex
<br />A-STM. grade scqfo !nr the laboratory sieve Fill material Na of blows i$ranulcr Cohesive 2 1/2" Co_nq, penefromdfarl
<br />80 Sand
<br />Casing alrive'll?
<br />goescriptiori of material 10
<br />?0 ON very loose very soft Vie a, sa /it /V0 c1f."ant recor _jr�und water suloce SAN JOAQUIN COUNTY
<br />Ciatsif ication of earth motoriat sho#n on this 1
<br />410 9 Rotary Dorinj I" % Moisture date measured t4 r"Ifo
<br />Shale '01OW5 Pe
<br />'50 '11" sheet is based, on field inspection and silt - Unit weight(#Icuftl dryrr
<br />50% should not be construed to irmply meth- loose soft - NsiV a 140 A 810,V'I per foot---*
<br />�4v dh Aiger borin% batiiirer witli d 2.4 3% 1.4 44 03 C C0n$O1i0`01iO1? tfSt .141siag a 1401b.
<br />Q� anitat analysis unless so stated. Clay Sandstone I t-20 a 30"droo
<br />S I ZT, Y'C"A slightly compact stiff /*V t, ti _.qLoul?d water Surface ho'n'-ner Willi a of dtiving rate. B R U E L L A ROA D BRIDGE 1070
<br />q'i Unconfined conpressive -sured
<br />Y 40 .40 Ej sandy 0,'Qy or go U-3 Sample b4r!nq ff x to 30"dro.01
<br />g Limestone compact very stiff streliolb Msv fort) Conformable "naterial change
<br />spaCE ACROSS MOKELUMNE RIVER'
<br />T C
<br />'Wri
<br />ar
<br />lam Surface Ott
<br />0
<br />I Le
<br />a I) d y�_� �1 E �"
<br />F7'71
<br />rnj',c
<br />0 d! $0 e 001 na er
<br />0
<br />1poe 0 )W- br 'A
<br />T �Y AN LAYEY I T miter, �;,�anq#
<br />C_j 20 Jet, boring V017 0 Sh e 47
<br />36-10 dense hard EStiMOtfd 7706fiOIchange Average skim
<br />L Sandy si,t or strelli'M
<br />6\�Ilqy A' I 1400110S Uncoaforma&e Inaleriol change Mispol'of Dole Of 6 �0_ LOG 'OF TEST BORINGS
<br />- 0 borlog 8/ows per foot
<br />A Y, 1 10 silty sand Metamorphio rock 10+ very dense very hard Diamond core boring (#Isq f j L f4ocivs 06OV7" io k 40 6;0
<br />- Silty clayor Igneous rock r� t (#1sq1t) 110TAL.
<br />10i C� clayey si It I I Test pit Direct shear(1a,0)1*' H -I, - 5d Nb
<br />SILT PERCENTAGES 010te of boring Scale NOV, 12,t957 File
<br />V-1, Id 13 13
<br />R
<br />13,ew
<br />STAT15,N10,40C
<br />
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