|
! 7
<br />d
<br />III,!, I III likilidW kilil,111,111 I 1111AIIIIIIII I 111111i kill !gill 11;IIIIII III IIIi. lidil L I Ii I! likil iId;1!!l1IJ& III .1i Ilill Ali I I III I III I l I! I I kill II kill I liIIIIIII6.11111I ININI J.1lildli I lililLikj I ilikilill IN 111 lillill I 11111ill I 1111JIl UL I l I 111111ii I ik; hillibitkillill Millidiiiiiiiiiiii, kilill I I I I killilAilikilill I,[ 11"I'll I I it ,I i I lill! i IN1111111111 1111 Ill i L11111 'fill I All I III III III il III I IN ll 1111111, JI i Li, I & I 1111111:11.111 1111111111111 IM h li, 11111II I I! 11111114 1 Ilikil IN I I II!, Li I Ji I J III 1 14, 11111! L, I III I I III iIIIIIIII'l 1111.3111 l, III, Illil 111111111110 11111111111111111111! ill I'lij lid !1,11�illilAtilli'lillijiiwi.�il, 611111111 li.il 111161111111 NA I!! III!! LI: III I 111. lill 11111111461,111 ill III 1111lilliall kill 11111 111111111 IiIiii INU Illili I IU I! III Il 1111 Ill A III IN III kkikil Jill I, lifili'lli i 111, 11 !,1 ;ill dillil I 1111,1111111111111, 11 la 1111111111 111111,111111111111 J11 I I I I III I'llill III I 111INI, I,! I lill, I 111i Ill I NJ 111111111111, 1 111111 Ild III IiIll W11.1 111111111111111 Ili III lillilk i III IL111111111 lild J11111 ill'i ii III Iii 11111111 11111 1111111 lolikll� 111111, 1
<br />S.,ill t:1 Cut, All sout-h wel abutry7eil
<br />wall as shown.
<br />Elevation
<br />San iblaquill County datum
<br />46�
<br />A'
<br />I-EX150AIG 314ELT-ON ROAD
<br />5+00 6+00
<br />4+00
<br />EX150AIG BRIDGE-5
<br />8-3
<br />hgo
<br />i3'lilil 34-71:57 5`1- 4+88 51t 5-1- 1
<br />B-3 Bridge- deck
<br />Bridge deck
<br />/75./ _1_� / 74.5 174-3. _M11
<br />Brown very Fir-e-coa S41i wi�-h GRAVEL -Fl*ll- (SW)
<br />/70
<br />/70
<br />Compact browr Fine-rd--i m GRAVEL 'f-h SANDY S/Lr (GM)
<br />dlu W/
<br />Approximate ground surft9ce pror-I'le
<br />I Giround 5urr-aCe
<br />11.4113 j along down,6,frearn edge existing
<br />'gem
<br />1compact- Orown SANDY S/Lr (ML) bricli'l
<br />/COO
<br />102123 11.41111
<br />'SAND wif-h iscattered 12.71 compact, brown SANDY SILT' (5/lIkkil
<br />Dense dark t-rown very Fine-rnedium
<br />Fine -rr)edlium 3RAVEL
<br />gracIll fo a SILTY SAIVO at- bot-t-oil
<br />s/i -/y �ted layera (SF4) 13.11104 15'. .:'1- 0 11-411,51
<br />'qh� cemer 5
<br />:5 1441471 14-7 G
<br />Dense brown Ft*ne-coarse S/Lry SANDY GR4VEL wi*h
<br />0
<br />Water surface clev. 142.8
<br />I 'll �,� 5cal-tered COBBLES (GM)
<br />8rown vil I -fine SILTY SAND
<br />15 1/ 41-591 5-Co-71 (SM)
<br />, � 'd
<br />*-Orown 511-7-Y SANDY GRAVEL (OM)
<br />2,-T
<br />10' 150-0 Ocil b - rown S/Lr
<br />74-n I�o
<br />7 If.4-153111 so 40 1 too
<br />oense to kill dense, brown ro red brown ver -10-7/ (M L)
<br />Fine -:Fine 5
<br />Sk. -
<br />BLOWS PER FOo r Milli
<br />SlLrY GAND & S4AI S/Lr wit-h aliah,fly cen-)enticd Uj
<br />j2.5j85j27:*.�-'.'-- a I /.Al ae I lauer's (S)WIAl 157 11,41 fl Very dense brown SILTY SANDY GR.4VEL 66m)
<br />-7 130
<br />130
<br />7 11.41401
<br />Compact tan very Fine - Fine S/L TY SAAI with vil
<br />dense 3//jht-/y Cemen fed /a (SAl)
<br />yens
<br />/0 1 41451 43 11-41081
<br />:Nil
<br />12()
<br />9 jt4 7f
<br />13.11100122 /0 1 41 G8 1 /0 1 kill 41731
<br />//0
<br />.8 1 Ver -)se slighi-ly cemented ran SILT' with
<br />7.15`4 y dense der
<br />-t-hin compall SILTY SAND layel (MLISAI
<br />1211-415/1
<br />5//-7/
<br />/00
<br />:1311.41r',71 Dense brown-gra (SP)
<br />y ver
<br />Finc-mediurr) SAND
<br />A
<br />5-rp,7,10-71
<br />90,41
<br />64--00
<br />4-1-00 5+-00
<br />Akk
<br />likill ilillibi III likill I& 1111i IILLI III I JILIAW i 111111 ii 11119,1"11IIII'llu Iiiiii III Ii 111 :11 IN 11111 .11111111111,11111 l lijill.111 I.Ill il 11! I'Cill Ill., 111;11:11i,i I i kill LI YlliliIiiii'l Ill III III wil I_iliklkij� iiiiii III All lild 1611111121111, 111 lk 6 li'likliall 114N Al I ill Ii III IIIIA 11 hill IkI UILILI, iiijil I A., i!Il& 116 111 :1 ilkiiii 1111 Alki ilk, kill, lk 1: 11 All, L101.11111kil ili k. 111111111 111, 1,11IJAHAI Ilia I 11111111; Ali III ILI i III jildhall ill hill III i Willillil 111141 Illifil 111111 kill 11111111, ill! 111 11111 11111,1411111111" illid 1, 1, 111 lilill -1, "1 11-6101111111 01
<br />LEGEND OF EARTH MATERIALS L.E G.-E, N.P. OF'' B4ORI,NG MOORE & TABER NORTHERN CALIFORNIA
<br />CONSULTING ENGINEERS AND GEOLOGISTS
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST
<br />Plan of any boring
<br />Location
<br />Pt OH CH I MH OL 1`6L' IM'L SC I S'M SP I SW' GC I'GM GP-I G'W FOR SO.ILSI Location
<br />B-No.
<br />,V Peat or 41rZ.17k4-I 1.-11-611 JOB No. 371/48F-7
<br />Sands with fines Clean sands Grovels with fines Cleangrovels Grove] El Rotary boring Top hole elev. B-No. APPROVED
<br />organic matter
<br />Highly Silts and clays Silts and clays >12%fines <�%fines >12%fines <5%fines According to the Standard PenetrationTest REGISTERED CIVIL ENGINEER No.
<br />P-el Top hol elev. i Al III ,!!III I hill 11111111, 1 11,1111 1111 li'll 111 1 111111 kill 111 1111,1111 Will i I k! i I'l ,;I I I I IN,, [!I I I I, L, I I I, 1111111111 , W, I !I, I'll I! , ll 1 11.1116 111111111,111, 11111 , 1, 111111 , Il !11'.. 11 A IOU I Il 11 ii l oil .111111 111 11111 11111 1 lilifil 11111 11 111 ;191, jl� 1, 11 IWI 1,, ALI h I I , I A 1 11" 1 1 A, 11111 kill A i.'i Ill 6 1111.1 "Al 111 k4lil -1
<br />Casing
<br />organic Liquid limit greater than 50 Liquid limit lessthan5O Diamond core boring Moi stu re (% dry wt
<br />Solis Sands- more than 50% of coarse Grovels- more than 50%of coarse -Sample number
<br />N 2 of blows Granular Cohesive Set
<br />fraction is smaller than N2 4 sieve. fraction is larger than N94 sieve. Sand Fill material I Pushed -P
<br />Fine grained soils Coarse grained soils El Auger boring Dry density flbs./cu.ft.) -Size of sample (inches) - COUNTY OF SAN JOAQUIN
<br />10
<br />(more than 50% is smaller than NQ 200 sieve) (More than 50 % is larger than N2 200 sieve) Silt Shale 0-5 Very loose Very soft Unconfined compressive Blows per foot Blows per foot--iiii, 1112 hfic represenkliction
<br />drivin
<br />Sample boring strength (tons/si (Using la� 140 lb. hammer 19 g rol
<br />LABORATORY CLASSIFICATION CRITERIA 6-10 Loose Soft W (Using 140 1 b. 20
<br />Dfig (Dgo)2 Designates -other soils -sits Ylith I 30"drop) 21
<br />.0 between I a 3. M te;-S W V hammer with 30
<br />50 GW anid Sill C greater than 4 for G W a 6 for SW ;CCZ Clay Sandstone U\ I SHELTON ROAD BRIDGE (t*1878) 4T
<br />X u DID DID x D60 Jet boring C � Consolidation
<br />CH 11-20 Sernicompact Stiff "Xil 2.4 D05P-4 1 1 41 44
<br />A71 r-kikkki Sill Direct shear 1 1.4 651 -1 CALAVERAS RIVER
<br />�40 GP and SP - Clean gravel or sand not meeting requirements for GW and SW. b 30"drop) L
<br />Sandy clay or G.W. S. 12
<br />GM and Sill Afterberg limits below "A7 line or P 1. less than 4. tF-H Limestone 21-35 GoTpoct Very stiff Test pit Conformable material change 5
<br />t3C GC and St - At terberg limits above "Al' line with R 1. greater than 7. clayey sand Ll;:u E --Expansion.. Elevation Approximate material change 6
<br />0 ` Date W., 10
<br />P T -Triaxldi compression 21
<br />OH and MH Sandy silt or Metamorphic 36-70 Dense Hard 1/4 "Gone penetrometer Unconformoble'material change LOG OF TEST BORINGS
<br />Fines (silt or clay) Fine Medium 'Coal Fine I coarse lCobbles Boulders 31
<br />d
<br />_j son sand Isandl gravel I gravel silty sand rock 40
<br />CL 10 CL / -'l >70 Very dense Very hard All r .1 __%
<br />Sieve sizes 2 2 V2 Gone penetrometer
<br />By R. R
<br />Silty cloX or Igneous rock Date 20 43 E.,
<br />ML eV ML&OL r/Acloyey silt Date of Scale Date Ma!j 1971 Ch Drawing
<br />0 11 2D 30 �D i rso 70 1 t5 100 Classification of earth materials shown on this sheet is based on field inspection and boring Blows per foot eck by p, D K
<br />should not be construed to imply laboratory analysis unless so stated.
<br />LIQUID LIMIT 1:111111 ikill!11111i ILL1,111 Ifil III ki l liLlill", i
<br />F_ 1 Z
<br />,4 1'y' 0 13 t
<br />4 P
<br />T
<br />A !'F. AP R"W"
<br />U
<br />A
<br />'5
<br />-WING cl.,ll
<br />OA
<br />0
<br />9
<br />Z
<br />7,)
<br />J7�
<br />K ___A
<br />117, 771
<br />V .0i
<br />41 S TATE NO. 29C-107
<br />7 r44 19W-
<br />FlUE NAff� 57AVl
<br />NO
<br />77
<br />J
<br />41
<br />Fir
<br />Al
<br />
|