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<br />DUCE( CREEK BRIDGES (2)r l 1
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<br />EL NATION
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<br />fir, ylsR , 17m I ore 1141 yT5 II� 417 / S: n r LIr uT PRcriU GAvpv SILT
<br />90 10
<br />TL ss L�. �I'6 r !.': a 1.< :
<br />CDI-07AC� CP -VON s•A IJLJ SR -r , rAtgrA:T eKnv?I SAr. c•; S,:T . -- pE UiE •:GMPi.CT B$LWU E 61:AY SA 4pY SILT '
<br />.5 Id.Y81
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<br />- Z-Jl YEI!V STIVC _ LIARD SCOW&I CLAY£V '5;LT
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<br />E; ll,14 l'Et1 F•raE-FINE SIL -ti SANS i0 _. .. - .. -1C•
<br />'?IRiFACT- DE`•SE Skov.•N 71741 FIDE - �Jr?s1 'r � ` 8• L•'r]�fy' pRLi '
<br />91AE iILTY !ANI: -r' —%� _. _„ CC&'WPAcT g?al4t, 9171`1 FINri tAe.1VM ilLTY SAwpj
<br />c194VEL
<br />.aM (f•.9� L'f. 9 i.l _1'51
<br />• NPACT 6;e•,IN VEc,Y FIN[-t.IE DIU�-�'�r'• - eO
<br />V., p'mI QON.E ME AWkVf: g.d-Aj
<br />7.6II:120 5^. tOTI.=%5 SEMI. rpr.d pACT E ,:ora PA;,Y BgowrJ SAIJDY SILT
<br />$O
<br />D•t-Lj
<br />_ 5
<br />s - PROFILE - PROFILE
<br />DISCI:. 'CREEK - °D" STRFFl UCt; CREEK BRANC _ MUWFQPD AVE,
<br />1
<br />TO ACCOMPANY PLANS DATED 3-26-12
<br />OF ENGINEERING SERVICES - MATERIALS AND GEOTECHNICAL SERVICES
<br />_DIVISION
<br />""'II Log of Test Borings sheet is considered an informational document only
<br />"""'I I
<br />As "act, the State of Col iforia registration seal with signature, license number
<br />n
<br />and registration certificate expiration date confirm that this is o true an d
<br />accurate copy of the originoI document: It does not attest to the accuracy or
<br />,Ot,dity of the informatlon contained In IIx: original document. This drawing
<br />9811 iencr. of an bidder, contractor
<br />ailaUle and presented only for The con Y ,
<br />3350 F'•1
<br />__
<br />ST. COUNIY ROUTI lI POSE MII.I-IO1A1 IROJF CT SNoet T on
<br />1 0 SJ ._4,99.1_-R1.9 5/R20.1 15.0/1.8.6 122911414
<br />LEGEND OF EARTH MATERIALS
<br />PRO Ess wNAL cEOLOGISI I DATE
<br />SOUTHSTOCKTON WIDEN
<br />LEGEND
<br />LOG OF TEST BORINGS 4 OF 4
<br />SIZE CLASSIFICATION
<br />BRIDGE No.
<br />PROJECT NUMBER & PHASE: 10000004091 10-3A1001
<br />MATERIAL SYMBOLS
<br />CONSiSTENCY CLASSIFICATION
<br />rhea 1 c>I
<br />STRUCTURE MAINTENANCE ANO INVESTIGATIONS, SACRAMENTO, CALIFORNIA
<br />1 3 1 3
<br />j
<br />Plan of any barinq
<br />• a 100 Pt„
<br />Glarem dneviny meuurh aar•Inal1• aatnankn
<br />Gravel
<br />® Peat or
<br />According to the Standard Penetration Test
<br />Rota boring
<br />Rotary g
<br />90 v,L
<br />.a
<br />one man.rml•nk^ •r .k...e„e•srn
<br />l ... HIM* 1. pend an tti MAT yme,
<br />•7j
<br />organic matter
<br />N•. of blows Granular Oohealyg
<br />U^ amond core boring '
<br />Moisture
<br />a 61` a
<br />Grp
<br />.cele n Wld entl lobatatery ctase!rltarbn
<br />e_`:7
<br />WI
<br />Sard
<br />FIII material.
<br />(SL d wi
<br />n
<br />y-I_A
<br />� 70 $
<br />unkdr arat•d Whmta.
<br />�
<br />a
<br />�
<br />0-6 Very loose Very a0!t
<br />a❑❑ce
<br />-Augdr boring
<br />Dry density llbsJt
<br />Wstreoen
<br />e4 61` °aompl
<br />m
<br />J
<br />caAARlemren er nnb mmrrAt•rtA.naa:a
<br />ah••t I. band be Held Impealen Md
<br />Sill
<br />ShGle
<br />6 -ID Loose Soft
<br />+'
<br />Semple borinp
<br />g ckeLus
<br />'016 ILTYGLA
<br />•beutd net be conot—d Mlmpirm•cA•
<br />®Cloy
<br />Smdstone
<br />Ii_zo Semlaompact S!Iff
<br />f1,n
<br />Deslgnates 011181:
<br />•� 41`
<br />onkel •11.1111. "N.•• •e nnr•a.
<br />int
<br />Jet baring
<br />C-Oonaolidorion
<br />0 DYOLA
<br />2 30
<br />Sandy cloy or
<br />Clayey sand
<br />Limestone
<br />21-i55 Compact Very slit!
<br />Test pll
<br />S- Direct -'Tear
<br />�! LAYEY SAYD G YEY I 20
<br />A•--�
<br />E - ErPonsion
<br />SIL
<br />Bandy sill or
<br />MefomOrphic rock
<br />®
<br />36 -TO Dense Hard
<br />Q
<br />I
<br />2 /, •Cala pen9lrometer
<br />T-Trloalal compr,
<br />,Zx$ 10
<br />8
<br />t2mN1` SrEi
<br />silty sand
<br />70+ Wry donee Very hard
<br />`. 0 o - 49 a 110 Ib0 e
<br />G
<br />p�r��
<br />Y!7
<br />Silty Olay or
<br />ei IV y adt
<br />Igneous rock
<br />QO
<br />2%• Cone penetrometer
<br />OF ENGINEERING SERVICES - MATERIALS AND GEOTECHNICAL SERVICES
<br />_DIVISION
<br />""'II Log of Test Borings sheet is considered an informational document only
<br />"""'I I
<br />As "act, the State of Col iforia registration seal with signature, license number
<br />n
<br />and registration certificate expiration date confirm that this is o true an d
<br />accurate copy of the originoI document: It does not attest to the accuracy or
<br />,Ot,dity of the informatlon contained In IIx: original document. This drawing
<br />9811 iencr. of an bidder, contractor
<br />ailaUle and presented only for The con Y ,
<br />tr other interested part y. _ _
<br />10I
<br />__
<br />ST. COUNIY ROUTI lI POSE MII.I-IO1A1 IROJF CT SNoet T on
<br />1 0 SJ ._4,99.1_-R1.9 5/R20.1 15.0/1.8.6 122911414
<br />PRO Ess wNAL cEOLOGISI I DATE
<br />SOUTHSTOCKTON WIDEN
<br />MUNFORD AVE BRIDGE WIDEN
<br />LOG OF TEST BORINGS 4 OF 4
<br />UNIT: 3643 CONTRACT No.
<br />BRIDGE No.
<br />PROJECT NUMBER & PHASE: 10000004091 10-3A1001
<br />29C-0377
<br />NOTE: ACOP OF THIS LOG OF TEST SON INGS 15 AVAILABLE AT OFFICE OF
<br />rhea 1 c>I
<br />STRUCTURE MAINTENANCE ANO INVESTIGATIONS, SACRAMENTO, CALIFORNIA
<br />1 3 1 3
<br />29c- 3 1l350
<br />C•5
<br />UNAI I;Kn mooaFsTao°a (/ /ng/!D
<br />o a /noels- 00
<br />Joseph Kaump APPROVED I.1 I� T` Olt. 3v, 141i "' JOB No. 9 jEQF
<br />No. 7837 REGIITEREO CIVIL ENGINEER N.. 14e;
<br />X11 L.P.1-31-13
<br />SAN JOAc�UW Goul4TY
<br />Ir `
<br />CAI j10
<br />DUCK CREEK `CRIDGEJ
<br />LOG OF TEST SORINGS
<br />WEtF: V5:6, By DDruwtng
<br />Scale ate 9.30 •,3
<br />� yEErl1"110' Gneckby
<br />SILT Percentages
<br />FILENAME => 29c-0377-z-It04of4.t1f
<br />
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