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-T- <br />I <br />r <br />scale: olI <br />4,� oF Marj�o5a Road af center oF bridge <br />Flevat;on /00.00 asqurned "' - -le, Ile 4 4. <br />MAoQ1,606A IROAQ <br />EX15bnj bri . dge <br />PL. A N <br />PROFILE <br />00, 'qa/ww As 5hown As shown <br />/00:1 44.o 9&,7 W, t rfcgoe V& I <br />IIIIII dense Slighf-ly cerr�eerlted a er au rp it <br />Elev. 92.9 C, <br />(ML) <br />brown -$ANDY Sh- T ?j <br />11 -LILAJ100 <br />> I, <br />C) <br />40 <br />Compact tan SILT (ML) Z 11.41,?21 4pproxin-x5��&- grourxY _1W <br />Z19 <br />surface pror-de along 56 Z5 <br />26 <br />�5 jf3 3 11.4 114 1 <br />61-iFF fan CLAYEY WILT downst-re-!Pm ed <br />qe <br />(CO exiat-ing bridx 92 IF <br />Z4,0 to 94 <br />79 F-1 <br />If.-? 119 1 -tv N-',4 1.4138 1 0 to 46 66 io <br />14ard brown SANDY CLAY X /0-/2-72 BLOWS PER FOOT <br />Semicornpact brown ver <br />.9 Icine- <br />70 r-ine-sAND­--(6P_) <br />7- <br />LU <br />st-iff & Mry 5t-ipf brown <br />SANDY CLAY (CL) 7 11.4115 1 <br />-A&O <br />X - <br />X e lt4lal I <br />10-1I <br />Scale., /0, <br />A4 <br />,4P/rOSA <br />,9 brid <br />qe I <br />AI /3?/ 7 1 <br />B-2 <br />PLAN <br />PROFIL-E <br />TS. M. It- of Maripo5a Road ot center of bridge <br />Elevallon of'100,00 assurned = 'Clell 52,7 <br />I-aell;,l <br />y,oalav <br />-#- 5-3 <br />co, As showr) Aei 5hown <br />52.7 B-1 &s--5hown 13-3 <br />0 <br />Sol <br />0 <br />C <br />X". <br />CLAYEY 5/Lr 7 <br />or <br />42,7 (CL-) <br />X <br />-A X <br />(C; L) 2 114115 27 <br />5hFF brown 5ANDY CLAY <br />Approxirnate groundauI profi'lc <br />along downst-ream edge e)rist-ina 14 <br />.LU IC4 111 14 1 /6 1 bridge It 90 <br />St-iFf brown CLA`YEY SILT (C L) /7 /9 <br />411-4114 1 so <br />A4 L7 <br />22 <br />19 <br />C�— <br />Sernicomr-Aact- brown very Pine -fine <br />W SO 40 56 60 <br />Uj lo-13-7? BLOWS PEP, FOOT <br />L1j <br />Verg w-ife brown CLAYE)' S/L711-to 10") 11-6 7 11.4-122 1 <br />-of) rct) <br />14-.111(4116 N t9 I /,"— 1 -4/ 1 <br />IN 9 <br />3-72,/108F-3 <br />LEGEND OF EARTH <br />MATERIALS <br />UNIFIED <br />SOIL CLASSIFICATION <br />MATERIAL <br />SYMBOLS <br />CONSISTENCY CLASSIFICATION <br />Pt OH CH MH OL <br />I CL I ML SC I SM SP I SW GC GM GP I GW <br />FOR SOILS <br />Highly <br />Silts and clays <br />organic <br />Sands with fines Clean sands Grovels with fines Clean grovels <br />Silts and clays >12%fines <5%fines >12%fines <5%fines <br />Grovel <br />M,-,-"v Peat pr <br />organic matter <br />According to the Standard PenetrotionTest <br />Liquid limitgreater than 50 Liquid <br />limit less than 50 Sands- more than 50%of coarse Grovels- more than 50%of coarse <br />fraction Is smaller than N94 sieve. fraction is larger than N24 sieve. <br />Sand <br />Fill material <br />N2 of blows <br />Granular Cohesive <br />Fine grained soils Coarse grained soils <br />(More than 50 %is smaller than NQ 200 sieve) (More than 50% is larger than NQ 200 sieve) <br />Silt <br />Shale <br />MI <br />0-5 <br />Very loose Very soft <br />LABORATORY CLASSIFICATION CRITERIA <br />0 <br />CH <br />I)6L (D30)2 <br />GW and SW - Cut . greater than 4 for GW a 6 for SW; Ccr- between 1& 3. <br />DIO DIO x D60 <br />clay <br />M <br />R <br />Sandstone <br />6-10 <br />Loose Sof t <br />!40-- <br />GPond SP- Clean gravel or sand not meeting requirements for GW and SW. <br />GM and SM-Atterberg limits below "I line or P 1. less than 4. <br />Sandy cloy or <br />0 <br />FTEI <br />11-20 <br />Semicompact Stiff <br />t: 3C <br />clayey sand <br />RB Limestone <br />21-35 <br />Compact Very stiff <br />133C and SC-Atterberg limits above "A' line with P 1. greater than 7. <br />— T--- <br />OH and MH <br />Fines (slit or clay) <br />Fine <br />sand <br />Medium 'CoI Fine I <br />sand <br />coo rs! <br />I lCobbles I Boulders <br />Sandy silt or <br />M <br />Metomorphic <br />11rock <br />36-70 <br />Dense Hord <br />L <br />I <br />Isandl gravel <br />I grove <br />silty sand <br />— <br />10-- <br />ACL-M <br />-- <br />CL- Mi- a OL <br />10 <br />L <br />i <br />Sieve sizes 2 t 'I 'on 12 <br />- I I <br />V773 <br />Silty clax or_ <br />rAcl.y,y <br />El igneous rock <br />>70 <br />Very dense Very hard <br />0 10 <br />0 90 00 40 60 <br />to 70 i6­96-100 <br />Classification of earth moterlols shown on this sheet Is based on field inspection and <br />Ot I <br />LIQUID LIMIT <br />should not be construed to imply laboratory analysis unless so stated. <br />PROJECT ENGINEER <br />DATE CHECKED BY 4 DATE <br />SUBMITTED 'BY <br />DATE <br />APPROVAL <br />RECOMMENDED BY DATE <br />64,� <br />4-73 7-7 <br />S2,7 <br />4;2,7 90 <br />92,7 90 LL <br />Z <br />0 <br />70 <br />LU <br />-j <br />Uj <br />430 <br />PLAN <br />Scale: I " = ?0, <br />.0 <br />rm <br />L <br />A5 shown <br />0 <br />Semicompact- brown SANDY 5ILr <br />/I <br />No <br />A. /. <br />LLI -1-0 <br />Cornpact brown Ver Fine- Fine <br />... '2 11.4 1 Z71 <br />sn-ry SAND 05M) <br />112.4 [tool Ib <br />.3 11-412141 <br />Verg etiFF brown SANDY CLAY <br />(Q-) <br />LU <br />14.119,412! <br />4 11.4 1 ?-11 <br />Q <br />/0-/3-72 <br />30 <br />PROFILE <br />scale, /`1 = /0' <br />372/108F-4 3-7 2 1 oe F-s <br />LEGEND 0 F B 0 R I N G OPERATIONS MOORE TABER NORTHERN CALIFORNIA <br />CONSULTING ENGINEERS AND GEOLOGISTS <br />Plan of any boring ROTARY BORING PENETRATION TEST <br />Location B-No. Location <br />Rotary boring Top hole elev. B-No. APPROVED 14-, Q-,"T.-tAa, -3-- 1-13 JOB No. 372/108F-3, <br />4� J! Top hole elev. REGISTERED CIVIL ENGINEER No. F-4 & P5 <br />11-1 I'd <br />Diamond core boring Mol stu re (% dry wt.) Casing Sample number I 111 1, 1 11 1 1 1 1 1.1, 1 1. 1 1 11 1. 1 IjI <br />Auger boring Dry density (lbs./cu.ft.) set-.,. -Size of somple (Inches) Pushed P COUNTY OF SAN JOAQUIN <br />e <br />Unconfined compressiv% 11 10 phic representction <br />Blows per foot <br />Blows per foot--, 12 <br />10 Sample boring strength (tons/I (Using a 1401b.hommer of driving role. <br />'ests (Using 140 lb. 1920 <br />Designates other soils tests\ With o 30"drop) 21 MARI POSA ROAD BRI DOES NO 1319,6 NQ,­1321 <br />L <br />M Jet boring hommer with 30 <br />C - Consolidation 12.4 IfO5124 1 1.4465 41 <br />30"drop) AND <br />S- Direct shear G.W. S, V 12 44 <br />Test pit Conformable material change <br />CARPENTER ROAD CULVERT <br />E - Expansion E Ne r. Mi o—n 7M.1 5 <br />Approx i mote material change 6 <br />-Trioxial compression Dote 10 <br />2 1/4 'cone penetrometer T Unconformoble material change 21 31 LOG OF TEST BORINGS <br />40 <br />@ 2 V2 " Cone penetrometer -I <br />Do!r Date 20 410 By R.F.E. <br />boring <br />COUNTY OF SAN JOAQUIN, <br />I <br />B I ows per foot I A5 sh wn Uo UC lwlc_ Check by Drowing <br />j <br />SHEET Iff b L <br />2 <br />PROJECT C <br />'00� �W NO SHEET$ <br />DRAWING NO 4t� .45 <br />STATE NO. 29C-174 <br />