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'J" <br />7 till <br />lie <br />'111411 'All <br />I'll 0_10"A .ldjl i I �di ill ii I, <br />gy <br />4 <br />NORTH <br />Qz_ <br />1,5urvey line Q) <br />357 358 <br />90 <br />mo <br />7Q <br />Existing Bridge <br />PLAN <br />#°M vi 77 <br />(3 <br />JACK.TONE ",11OAD <br />FED. ROAD FISCAL , <br />uf, <br />ITHO <br />DIV.NO. ATE PROJECT NOYll N S�P <br />71 GALIF <br />-S- 1293 (3) 1962 <br />COUNTY OF SAN JOAQUIt4,�-"'­ <br />AS BUIUr <br />COUNTY ROAO 0 MIS IQ I. 67 <br />CORRECTiONS BY CIVIL ENGINEER LI . CENS 1, <br />NO 1 711 <br />I <br />NO CHAN(_itS <br />DATE <br />I'Lit-5yrve y Line <br />Std.358426 <br />B-2 <br />El. 83.2 In <br />Loose dark brown sandy silt and brown medium sand. <br />1.4-1 6 <br />1141+ <br />Loose dark re d - b ro wo fine sandy 511t <br />1.4'1 9 <br />Cor7pluct dark red- brown and brown silt <br />1.4 1 16 <br />All Ver r dense and partly comen fed tan and light brown <br />1.4! 113 94 <br />illymedi to coarse sand and s111 <br />60 <br />4 <br />"1 1 <br />1.4! 12 4 /00 <br />Slightly compact groybrown silly medium to very coarse sand <br />and gravelly sand interbedded with gray silt 8 sandy silt <br />501, Zje, <br />"o <br />Der, 5e brown and light brown, red -brown mottled, silt <br />"1, 1.4! 1 3 2 1.4 14Tand sandy 511t with layers of very fine to very coarse <br />Cor7poct light brown slit and fine sandy silt with beds of light sand throughout <br />0. W. red brown silly fine to very coarse sand <br />.4'124 <br />40 97- 4Z 9 <br />5-4-60 Da use light gray fine sandy silt and grayish brown silly medium <br />1 C 1 64 <br />sand. 5-4-60 <br />30 <br />Dense brown Interbedded silty very fine and flee sand and very <br />fine sandy silt- layers pGrIlally cemented <br />20 <br />10 40 357 358 <br />PROFILE <br />>1 14 <br />'1 00 <br />> <br />0 <br />sit <br />4-) <br />LEGEND OF� EARTH MATERIALS L E 0 E N D 0 F 130 R I N G 0 PERAT IONS <br />SIZE CLASSIFICATION MATERIAL SYMOOLS- CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST <br />(j) Plan of any boring <br />Diagram showing the basis of grainsize distribution <br />1000. used in determination of class napes. Site ri Peat or According to the Standard Penetration Test. 4ocatli Location <br />F1, #9 16111 Flush penetrometer <br />classification is based am the Wentworth 6A Gravel LZ J. organic matter <br />90 <br />grade scaly in field classification otthe elel 25 Top h 0/0 ele V <br />ik, i:�Ij Top hole Vill' !, <br />80 1, No. of blows Granular Cohesive <br />A.S.T.M. of ad@ scale in the laboratory sieve Fill material 2.50 Cone penetrometer <br />Sand <br />analysis. 171evotion gfjo r surface <br />,' Casing P <br />.: I 005crIptlon, of moterlat Pushed <br />L I i $et Ala count recor <br />'�y e lVe <br />51ze <br />C2 0-5 very loose very soft QRotary boring 111W wi ill ti _und wafer <br />70 <br />Classification of earth material showrionthis s 0 date measured <br />4Unconfined hoot is based on field inspection and "Olows'per toot <br />6 0 1,9 Silt 7- 81ows per toot--, <br />4r 0 r <br />6-10 loose soft strength trlsqft) <br />50 0 should not be construed to imply meth- ,se2.4 10 W. 149 PZ hammer <br />2.4 106 24 1.4 63 (1/51' (Using a / 40 /A Graphic 'representation <br />Auger boring Consolldetlown tes W1 41 1�1 fr�op A <br />ori d. qrlot�sf�ioless so state <br />sl Y C 0 R eleyqtli groun4f witor surface hommer with a <br />Ctay Sandstone 11-20 slightly c mpact stiff Direct shearlest--�Q of (friving rote. <br />0 <br />U� Sample boring <br />L Sal cloy or <br />L <br />Limestone 21-35 compact very stiff e*xpansion lost conformoolif f0afertal change <br />clayey �ohd <br />I_r AY Y%AN -IAV E Gradational mailleflial change <br />V.) �6_10 dense hard <br />r Jet boring ArlaxIal compress/04 test 6011770104 molorial change <br />✓ 20 A Sandy silt or 63 <br />A 51L <br />10 silly sand 'Shear strength do. k' <br />1 70+ very dense very hard �11 Diamond core boring pate a, <br />Metamorphic rock <br />A D Ii A V 41aconta li, n�a)eriol ahan4e <br />Iiiii shear (1101d) boring $1 00 <br />7 S I Silty clo I Yor r <br />IS"ous rock <br />5"Lzcurve v Line <br />&o. 3,17.14 <br />El. 82.4, <br />1.4" 1 11 <br />511i compact brown and light red brown silty very fine <br />1.4-112 sand with layers of fine sandy silt and fine to medium sand <br />STATE 'OF CALIFORNIA <br />APPROVED a 2O, 1962 <br />BRIOGE PLANNINdEWGINEER---L1C. 150-3 <br />NOTE <br />8.A4 Chiseled 0 top of west handrail <br />Elevation 66.74. <br />N <br />4,4,1 X" <br />J <br />Z <br />M <br />STATE NO. 29C-082 <br />A <br />M 0 0 R E and T A 8 E R <br />Engineers —Geologists <br />Job Ne 3015F-I APPROVED 4 'R:• 1 ee,twt <br />34N clOAVVIN COG/ N;rr,-.,- <br />#N1#r0N <br />&'k <br />0 44 -A. VER AS. R. V <br />LOG 0 ra' T S w2to B 0' R I N <br />Test ti <br />pit <br />at <br />L prdwiti <br />lb <br />dot s of boring Fife, <br />1A <br />19141 l 1.414" Lill hill 1104,11 'oklilli lull J, iii6li'llilllllliilbim I, Al .111 hll a, i 'l <br />V At t L I 10001f <br />4 <br />ji <br />