Laserfiche WebLink
IV <br />4440 15TA 5+t>* <br />P_/ <br />DA rU" <br />ell ey, a tJ. P <br />9 <br />.9 P0Cc <br />97 LA <br />I- ­ =60- ___ - 4 9 - __ - - <br />ully Road 4P <br />I <br />a <br />Eleval4lol? Reref-cl-?ce-' <br />778.". q� Tully Roo& of Al end of Gr-idge <br />100,00-0,5,SUmec;l <br />Co <br />y <br />(F3_4T/_04FZD ";'.> 11,41721 13.(3111,5110 <br />_CL_A�_ <br />"94 SANDge <br />10-0�2z# 13 .4199 <br />t/er-y dense very ha� <br />g <br />/ed orange 5AA.10Y SAAA) C Y SILT <br />gi—ay mo74;� <br />L <br />1-4 <30 <br />A, <br />SILT and -SILTY SAND Dense A0 veJ-y dense orange bJ-own� <br />A-NDY <br />,CLAYEY •31Lr aandS14_ry SAIVD <br />, <br />N. <br />3 1/ VOO� <br />16,3187134 Z.,---Gjxz�TA�l <br />-7 -6r- �1071 20 rZ 7"172 <br />911-TY) �Q-/ _GZ-,9_ <br />very <br />D7'0 91-ay, vef-y _G_ 6 3 _C30 <br />lSerxse tiara', <br />Flne -finc SAA1 - -Zc. <br />fine SAAtZ)Y CLAY <br />1731114116 8 t/ =444] XIS <br />\4 <br />Very hart./ Ao vet-y d6-7,5-0) gr-ay <br />mottled orange CLAYEY s1l. r /0 of <br />SILTY very F11' SAND - �. ti�,/9c -io Tz 4 1420t <br />1-3-430 <br />DAru" <br />A-SwAls'D = el, S, 6.,9, <br />/00 - == - 3-9--- <br />90 = 79 <br />70 = 5_9, __ - - _­ I <br />49- <br />,Oqn = 39 <br />t <br />11 <br />V ES S; <br />is TA <br />RIZ.OFI.LE C 0RD N <br />DRAW14"6 <br />317 <br />W-actions 13Y Ekp. , 2 4 - <br />Changes By <br />Date <br />ig Should Vef _e0F <br />F�Mn Using This Drawij <br />fbf- Ir," ka, By hispectin'The Sift Of Mk" <br />,_ , <br />LEGEND OF B I N G MCC <br />RE & TABER NORTHERN CALIFORNIA <br />LEGEND OF EARTH MATERIALS CONSULTI NO ENGINEERS AND GEOLOGISTS <br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICA IONPlan of any boring ROTARY BORING PENETRATION. . - _ TEST <br />Location <br />MH 0L C SC SM FOR SOILS Location <br />Pt OH SP SW G G M P B-No. JOB No. IP13781150-5.3 <br />Peat or Rotary boring APPROVED 141. J?v. <br />Sondswithfines Clean sands Grovels with fines Clean gravels Gravel 111;�Vi Top hole elev. B-No. REGISTERED CIVIL ENGINEER No.ql&S <br />organic matter <br />Highly Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines According to the Standard PenstrationTest Top holee_Iev-_ t <br />orgon1c Liquid limit greater than 50 Diamond core boring Casing <br />Liquid limit less thou 50 So nds- more than 5o % of course Grovels- more than 50% of coarse Moisture (% dry wt) —Sample number Pushed — <br />soils Sand Fill material <br />froction is smaller than NQ 4 sieve. fraction is larger than N2 4 sieve. N2 of blows Granular cohesive Dry density (lbs./cu.ft.) Set­,X QUM COUA17-Y <br />Fine - grained soils Coarse grained soils 03.z e Auger boring -Size of sample (inches) 10 Grcph;c represent0jon �%SAAI JOA <br />(More than 50 % is smaller than NO 200 sieve) (More than 50 %Is larger than N2 200 sieve) Silt Shale 0-5 Very loose Very soft Unconfined compressive Aik Blows per foot Blows per fbol .1119! <br />•19 of driving ra I drip qingra <br />LABORATORY CLASSIFICATION CRITERIA Sample boring strength (tons/sq.111111.) (Using a 140 lb. hammer U's i (Using 140 1 ty. 19 - Z <br />6-10 Loose 20 <br />D (D.50)p Designates other soils tws <br />Ylith a 30"drop) hommer"with 21 <br />Soft te TULLY ROM) BRID G ff 18.9 9, <br />x5c GW and SW- CuZ L§Q- greater than 4 for G W a 6 for SW; - between I a 3. Clay Sandstone 30 <br />W DM) Cc- D10 X Dea, Jet boring C - Consolidation tc f2 1 6 4 -..1 1.4 65 41 ACROSS <br />o CH 11-20 Sernicompact Stiff .41 12 30" drop) 44 <br />E40 GP and SP- Clean gravel or sand not meeting requirements for GW and SW. S- Direct shear 12 <br />GM and SM- Atterberg limits below "A line or P. 1. less than 4. Sandy clay or [WLimestone 21-35 Compact Very stiff Test pit Conformable material Change 5 Ei MOSHER SLOUGH <br />- Expansion 9C—Ie ;r--aa 1 n 6 <br />t3c clayey sand, E Approximate material change 10 <br />GC and �C - At terbergr limits above "A' line with P. 1. greater than 7. Sandy silt or Metamorphic 36-70 Dense Hard T - Trioxial compression Date Unconformoble material Change '21, <br />31 <br />0 LOG OF TEST BORINGS <br />Fines (silt a sand sand I sand I gravel gravel <br />OH and MH <br />Fine Coarse 21/4 "cone penetrometer <br />r clay) Fine medium 'coorsl Cobbles B ulders silty sand rock -40 <br />CL <br />>70 Very dense Very hard BY: J. 0. D. <br />17773 @ 21/2 -one penetrometer 40 Sieve sizes 2 Silty cloX or c Date 20 <br />_Cr-7_VML OL Igneous rock Date of Drawing <br />Scale: <br />il W clayey sit Blows per foot Check by:EA. <br />0 - 100, Classification of earth materials shown on this sheet is based on field e ld inspection a n and boring <br />0 1) 20 30 40, 50 60 70 90 <br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. <br />S h 1�,e T <br />13 <br />Z <br />0 DRAWN BY r1ILL Y oV40A LIP NO. SHEETS- <br />7T PROJECT ENGINEER DATE CHECKED DAT E SU13MITTED DATE APPROVAIj IDECOMMENDED DATE <br />-PROJECT <br />> all% COU Na"­ry OF SAN JOAQUIN SCALE NOo, <br />AVID <br />tc. 313 <br />-275 <br />STATE BRI DGE NO. 29C <br />FILE NAME DRAWER SHEET DRAWER SHEET iNEE�R DAT7E <br />1?n A' <br />