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<br />4n.
<br />Thorn ton Road
<br />A — So — FA S 543 % a i
<br />THORNTON ROAD
<br />FED. ROAD STATE PROJECT NO. FISCAL SHEET TOTAL
<br />DIV. NO. YEAR NO. SHEETS
<br />CALIF S-543(3) 19 TO AI 23
<br />COUNTY OF SAN JOAQUIN
<br />411
<br />'r �0
<br />Z d A LINTY ROAD COMMISSIONER
<br />P� �r�o n R 0I F VIL ENeINEER LICENSE NO as
<br />01 x
<br />A0, 1.970
<br />Wei
<br />.,o
<br />T M:
<br />Bridge deck, elev. 1000assumed
<br />elev.
<br />—PLA N—
<br />scale: 1,1=201
<br />As Shown
<br />B-1
<br />100
<br />approx. groundfifle at 0
<br />-
<br />El.- 98.7
<br />Very stiff gray SANDY CLAY
<br />1.4115
<br />Stiff gray SANDY CLAY
<br />tr W.S.,7-25-62
<br />90
<br />-1 4 6
<br />Loose brown tine SfLT Y SAND, CLA YANU
<br />8 s an dy clay
<br />1.4128 1
<br />A_
<br />Compact brown SILT cS very fine SILTY SAND,
<br />with cemented nodules
<br />>1
<br />80
<br />1.4126
<br />k
<br />14136
<br />Hard gray -brown CLAYEY SILT
<br />70
<br />1.4
<br />8
<br />Loose- slightly compact red- brown SILT`"
<br />ill
<br />1.4125
<br />•
<br />y s tiff brown to gray CL A YEY S1 Lr a
<br />60
<br />$4NDY CLAY. with some
<br />-silt
<br />(.4
<br />brown sandy
<br />7-25-62
<br />50
<br />PROFILE
<br />Scale. -Ill = /0..
<br />Vertical
<br />III
<br />Mosher Or& e. k Co. Br. No. 1434
<br />.. . ....... . .....
<br />LEGEND OF EARTH MATERIALS
<br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION
<br />Diagram showing the basis of groin size distribution I
<br />Peat or 1000 used in determination of class names. Size According to the Standard Penetration Test.
<br />< )": Grovel
<br />classification is based on the Wentworth organic matter
<br />so
<br />grade scale in field classification orthe
<br />A.S.T.M. grade scale In the laboratory sieve Fill material No. of blows Granular Cohesive I
<br />Sand
<br />CLAY analysis. L.;J 70 Vii 0-5 very loose very soft
<br />Classification of earth material shown on this
<br />60 sheet is based on field inspection and Silt Shale 6-10 loose soft
<br />should not be construed to imply mech-
<br />SILTY CLA 40 anical analysis unless so stated. Clay Sandstone 11-20 slightly compact stiff
<br />Sandy clay ®Limestone
<br />ANDY LAy 0 wA fdor 21-35 compact very stiff
<br />clayey son
<br />AN EY SILT to
<br />19 LATEY SA DY SILT 20 36-70 dense hard
<br />100 ND SILTYSAND Sandy silt or
<br />I LT rocki .101-V10 silty sand ®Metamorphic70+ very dense very hard
<br />0 Silty c,layor
<br />0C/ clayey si It Igneous rock
<br />/
<br />SILT PERCENTAGES
<br />II I
<br />4V/ENLITE CLEARPRINT 1000H
<br />-1d -d-
<br />a
<br />A
<br />4
<br />09
<br />100 _9 .5
<br />jol oi
<br />X
<br />SAND medium f L TY,-
<br />31. D
<br />14111
<br />e r, x
<br />Vjr K xle
<br />ICemented-ry�
<br />Coy eiAl n IND S/kr ?'
<br />t! �7
<br />/`9
<br />t
<br />Pr
<br />4 1, CA Z I'Loosi? to very ws- S147Y �9AIVD
<br />X
<br />/ "I , I , �, -, rj'.4 I
<br />X, iep`
<br />with/ lay it ia,41010 d fif
<br />2
<br />41 4
<br />777
<br />I I Ile 41 68�
<br />J�
<br />Jr. 'Oro Wjva' b �6 ery
<br />47 7S.e 0(ray- f Wr? 1 -7 V17 0'
<br />'lot
<br />Z
<br />SAD, ;lill th- some .iB fill
<br />hfi
<br />•
<br />-el
<br />ell,
<br />X
<br />70'
<br />IC4mplao"i brdw,tr r f diet TYISAiVO a
<br />1-4F23
<br />-00
<br />town SAN Y SIL r
<br />A•o
<br />/
<br />l' ef
<br />1.41"44 1,1;
<br />Oil Tl ^r
<br />60 Al
<br />V "Alf
<br />11 It,
<br />it\
<br />PROF/L1Er7,,
<br />I �, .
<br />4 V /3" aled ro 0,% ertl
<br />0"
<br />41 10
<br />r
<br />3239- /1?
<br />Plan of any boring ROTARY BORING PENETRATION TEST
<br />Location Location
<br />Flush penetrometer
<br />B-No. B-NO.
<br />Top hole ell r--a rop hole eley
<br />"ItV 2.5" Cone penetrometer Moisture % 2.5
<br />Unit welght(#Icull Gosling Description of material Pushed P elevation round water surface
<br />Set No count rector e
<br />Rotary boring Size Of5ampler date measured
<br />Unconfined compressive
<br />lows per foot Blows per foot
<br />strength (rlsqft) bo(Using. a 140 1 . hammer
<br />ize Auger boring Consolidation test C 2.4 105 4 1-4 63 with a jrp) (Using a / 40 lb. Graphic representation
<br />Graphic
<br />Direct sheortest—@ elevation —around water surface hammer with a of driving rate.
<br />date measured 30"drop)
<br />a Sample boring Exponslon test Conformable' material change
<br />Gradational material chonge
<br />1 Jet boring rriaxial compression test
<br />Estimated material change
<br />90 j-0
<br />f.,�140
<br />Diamond core boring Shear strengffi (i VS Date of 40 60 0 70
<br />Vone shear (field) Unconformoble material change boring Blows per foot
<br />Test pit
<br />date of boring
<br />it/ 611, 1 C 11 (hi 11 Ill 1,, 11114 11 1 L, Ill fil .11101611111 n� Is 1111 1 ill
<br />ioi`
<br />k
<br />C OR
<br />0j, T
<br />STATE NO. 29C-052
<br />3239-13
<br />OMU %olif 41111
<br />,�i 1 .1. 11 ,il 111,1.111.1 H111 A,-- I 1,, 1..6 1.. i, lI'll I it'. I, ,I 1.1j, dj I Ilh. h. 11 It ill idLIlIII iIII ll.111.1
<br />M 0 0 R E and T A B E R
<br />Job N! 3239-12,-13 APPROVED 4-R' lc4l
<br />LICENSED CIVIL ENGINEER N-99161
<br />li 111WGIVAU IN Ill I ill I III Il 1 uJltlldllLLli Ill ilIL111111iillihilll,lll,liiliii1;111111L,Ill�l��,,I,Illl-.I�l,i,,Iil,iilli,,,�1,41,,9.11,i!:1611;,�illi.1.111,i! A wild A It".1i 41111111,11illi 11''Al N11.1,111111
<br />S IA,N JOAQUIN COUNTY
<br />T _ I. o A a B R 1
<br />�4
<br />LOG OF TEST B 0 R I U'G"'
<br />Scale As Noted Date 8-4-62 File Drawing,
<br />— j__ - - __ - - - - - - - - - I - __ - - 1-1 1 , -_ - - - - - _; , - t2, ___
<br />
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