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<br />5.0. Spike in telephone Po/c 30' f
<br />we9t OF wul-hwesl bridge,
<br />J
<br />105.09
<br />Corner Eleva-tior
<br />San loaquin coofir-
<br />y
<br />exl5rlNC;,� 4- FLOOD qOA D
<br />8 -3
<br />EXi5t-l'ng brl;dg
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<br />COR"ZrEC'TIONS 13 Y
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<br />4
<br />%
<br />PL. A N
<br />PROFILE
<br />As 5hown
<br />As ShOWn
<br />Bridge deck
<br />--1 .1, 1
<br />%
<br />10615
<br />1?j
<br />;1% Verg loo5e brown 6AND'I 5lLr
<br />Red br7oWn $ANDY :9/1_r, W'jh
<br />wikh GRAVEL --Fill- (A4L)
<br />0�f L.)
<br />11-41-97 1�4 1 11-41 Z 1, /Or)
<br />riate ground aur&ce pnoycl'le
<br />Verv,1005c,-Ioosa brown 9AAIDY Appro>(ln 3omicornpacf-cornpact bmwn SANDY
<br />CL-AYEY 5ILr fo Pine-lred/um ,�PAIVD 2 along ebwnetrcam edge exis SILT & �91Lr grad,�qq A� 3ILrY
<br />(ML/5p)
<br />CLA Y at- bo/-t-orn
<br />—9-0 11-9198119 311,417,1 14.21116115 311-411-61
<br />Wafet- 6urpace
<br />lffleva�ion <93.4 5-7-71
<br />V NI�Y/IAIWAI/
<br />1461 99117, 411.4j.?31
<br />C�--n5c- - ver en6e brown -orange 51jghi-"j
<br />caf�ofed, OANDY VII-T' wif h CI -A YC- Y
<br />-I/L7' laycr:-- '(ML)
<br />31,161201 //1 951 IC3 0
<br />n
<br />W --a 4L. -x L�/
<br />6 6-71, 5-04-71
<br />47 51Lr wi-kh CL-AIEY 5/Lr /ayerz5
<br />6v P. 414 o
<br />brown -gray 9A1\1DY cem<�011-ec/ ho non cemcnf-ed
<br />(A4LICL)
<br />V.
<br />-70 wd-h ccrnenl-ed /'49�cje,rs 40 1191.97124 711,414*1
<br />t, 64'Ll L_J,�4) 7 7 [141 10 10 A0 A() sr'n r-6 jo
<br />7(2-
<br />5-13-71 SLOWS PER FOOT
<br />14,419811,9
<br />0Cn--,-C brown /-o
<br />7-
<br />CI-AYff Y 5ANDY GRA VEL. (GM), X
<br />0 91141451 9 1/ 414Z I
<br />C - Z De-0�5a-ver& dcn,5e brown V<--ry Pl��-
<br />Ot 1011-4170 Coar-Se �3AIVD wi7l-h )clne-coarae
<br />GRAVEL
<br />k 11IG W)
<br />1.125110 11.41 1
<br />Semicornp6ci- -compact brown ve
<br />4Z ry
<br />'Loo5e bro Wn - r6)d 9 1 f- 7- (.ML) 93 'y / ,,, / a W I /. '' medl'um S/L r Y SA NO �o
<br />5ANDY SILr (,5mllml-)
<br />-0 1311-4124]
<br />Inol, 311,41261
<br />40
<br />cof n pac f - dc n 5 6 dark brown very f-l'nti -
<br />' I I I 1 5-7,10-71
<br />coar!sc 3AAI& -5ccil-t-ered` - I I-4N
<br />14
<br />GRAVEL (SA4)
<br />79 J8 1.4
<br />-F19 30
<br />30 F9
<br />ver Wo pclrplc
<br />y, brown - bro
<br />cerncnfec� �6AIVDY 5ILr �O'CILAVEY
<br />SILT- (114L)
<br />5-13-71
<br />20
<br />LEGEND 0 F EARTH 'MATERIALS LEGEND 0 F BOR'IN G OPERATIONS MOORE TABER NORTHF-PN CALIFORNIA
<br />UNIF I E D SOIL CLAS'SIFI CAT I ON MATERIALSYM,BOLS CONSISTENCY CLASSIFICATION Plan of any boring ROTA I R Y BORING PENE I TRATION TEST CONSULTINO ENGINEERS AN 13MOLOGIST3
<br />Pt OH CH MH OL I CL I ML SC ISM, SP I SW Gd I GM' GP I'G�4 k I
<br />FOR SOILS Location
<br />'vv Peat or
<br />Sandswithfines Cleansand3 Grovels with fines CleongroveI3 Grovel ev Rotary boring B-No. Location JOB No. 37114.9r--8
<br />Highly Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines 'e, organic matter A Top hole elev. B-No. APPROVED
<br />organic Liquid limit greater than 50 Liquid limit I#s3thon5O '.4, A 2.e RF.GISTERED CIVIL ENGINEEA No. 9165
<br />ccording to the Standard PenetrationTest o H Top hole elev.
<br />30113 Sand3-mor*than 50%ofcoarse Gravels- more than 50% of coarse 4� Diamond core boring MOI 3tu re (% dry wt.) Casing 111 11 1,, 1 11 W I I , 1'. 11 ., 11 i I " I 111, NL. � .11j!11 a, 1, "1. 11''11 hi Al". I I Rd �fllll Ili., 11 1 1
<br />fraction is smaller than N12 4 sieve. fraction is larger than N24sleve.
<br />Sample number
<br />Sand Fill material N2 of blows Granular Cohesive Set-,*4 — Pushed —P
<br />Fine rined soils Coarse grained soils E3 Dry density (Ib3./cu.ft.)
<br />Auger boring -Size of sample (inches) COUNTY OF 5AN �OAQUIN
<br />(Moro than 50 0 is smaller than N9 200 sieve) (more than 50% is larger than N9 200 sieve) Silt Shale 0-5 Very loose Very soft' Unconfined compreS31VO 10 phic repre3ent0lon
<br />LABORATORY CLASSIFICA'TION CRITERIA Blows per foot Blows per fbot--, 11
<br />M Sample boring strength (ton3/sqft) (Using a 140 lb. hommer 19 12 of driving role.
<br />6-10 Loose Soft (Using 140 1 b. 20
<br />X50 Gwand SW- C -x Pfi�Lgreoter than 4 for OW d 6 forSW; between I a 3. De3lgn0tG3 other soils
<br />W u 010 M mme
<br />CH 5-10x D 60 Cloy Sandstone Jet boring with a 30"drop) ho r with 7.1 FLOOD ROAD BRI GE (#1632)
<br />11-20 Semicompact Stiff It. C - Consolidation 41 .5 4 41 30
<br />EVI GP and SIP - Clean gravel or sand not meeting requirements for GW and SW. M N ��6)1 30" drop)
<br />> Sandy cloy or '3 ' S- Direct Shear Gt.�,.y 10 0
<br />11 Test pit Conformable material change
<br />t3c GM and SM - Atterborg limits below OX line or R 1. less than 4. M�imestone 1 12. AT MORMON 5L UGH
<br />0 clayey sand 21;- 35 compact Very stiff r E - Expansion Vo
<br />OC and�C-Attorberq limits above "A' line with P 1. greater than 7. Ele tion
<br />Approximate material change 6
<br />Sandy silt or
<br />OH and MH Fin e s (si I t or cloy rso t.;t- Metamorphic 36-70 Dense Hard 21/4 *Cone penetrometer T-Trioxfol compression Date 2 lo
<br />C L Fin Medium 'Coorsl Fine I coo vel Cobbles Boulders '. " 11 Unconformoble material change
<br />sand sand I sand I grovel I gra I I silty sand rock 1 31 LOG OF TEST PORINGS
<br />10 Sieve sizes 12 t7m >70 Very dense Very hard 40
<br />:-- -M mt.80L a - I Silty cloy or Igneous rock @ P-112"conepenetrometer --iL -
<br />0 ML ao Classification of earth materials shown on this sheet is bosed on field inspection and Mcloyey wit Dot of Date 20 410 By R. 1=, E�.
<br />IV 20 �P3 bar ng Blows Per foot Scale 11, 10' Date Mag 19 7 1 Check by Drawing
<br />IQUID L1101,11 should hot be construed to imply laboratory analysis unless so stated.
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<br />SHEET 'I 'rVrAL
<br />J. VC, T 6 N 0 1,14 lEr E R Q AS 6 C H14CX F 0 a QX-r 1i S U-4 M IT T E 9Y oA- r'-, ALZC'0MMEN-1,NED,8Y t1ATF.
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<br />PRW E Fl. OOD ROA D NO, 'SHF----TS
<br />IN
<br />-/;2 - ?3 U
<br />"OUNTY OF SAIN' JOAQU
<br />3-9-73 C-41
<br />DRAW(NG NO. BR14)6E
<br />_j 3 - 2- - 7 -3 6f4Y2
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<br />0. 29C-105
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