|
N
<br />Wi6
<br />70
<br />50
<br />B-3 4
<br />r
<br />15'Rt. Survey Line
<br />Sta. 84#85
<br />E1.87.9
<br />Dense dark red brown silt and fine sandy slit.
<br />Dense red .5rown fine- very coarse clayey sand
<br />4„' with fi,7e-medium grovel at el. 78.5.
<br />Der se brol�n and light brown silty very fine
<br />1.4' 148 sand •md sandy silt.
<br />Ver i den, tan silt
<br />Dense red brown and light brown silty very
<br />14„ I )50
<br />fine sand:, and sandy silt.
<br />s, >
<br />De se ton silt and clayey silt.
<br />`,``I4„ >50
<br />'j
<br />Dense llgh r /frown and tan fine sandy silt, and
<br />silt - oortly cemented at el. 55 tto 51
<br />thin L eds fine to medium silty sand throughout.
<br />BBar
<br />Creek
<br />i
<br />e B -2
<br />PLAN
<br />I SURVEY L/NE
<br />MfW
<br />41Rk Survey Line
<br />Sta. 85467
<br />d-2
<br />El. 86.1
<br />2.5 Slightly compact red brown sandy silt and stiff brown
<br />:< sandy clay.
<br />Comoact red brown silty medium to very coarse sand.
<br />,
<br />De se brown, rust mottled c/aye, medium sand - grgve/ly
<br />•y 1.4"1 36 below a/ 75.
<br />Q. I
<br />Very dense tan,rust mottled, silt.
<br />1.4 D100 U{
<br />Very dense red brown clayey 3twoVI/ghtbrown sandy si/t.
<br />14-I 86�
<br />1.4' 1 59 I
<br />Dense ton and brown interbedde g fine sand silt and silty
<br />�'l� 1.4' I as
<br />1 medium to coarse sand will? thin bed of silt and
<br />G Nl S _ ��•', ' medium t0 very coarse sand
<br />El. 84 2 //} 1
<br />5-9-60 j- 14"
<br />Very dense light brown and tan, r,ist mottled
<br />interbedded
<br />./ silty sand slit and very f/n* to very coarse sand -
<br />gravelly I elow elev.45.
<br />_ IiB1 Yll. 1.1.''l Iu N .L.A .1 Ni'l-J1i1, illill,:IIIuIWI w-,.1,1.6d WI 16111
<br />X- SJ- FAS 1293 (3)
<br />JACK ...TONE ROAD
<br />FED. ROAD FISCAL SHEET TOTAL
<br />01V. No. STATE PROJEOT NO YEAR No SHEETS
<br />7 CALIF 5-1293 0) 1962 33 37
<br />COUNTY OF SAN JOAQUIN j
<br />x,
<br />�--
<br />COUNTY ROAD: COW ISS10 R
<br />CIVIL ENGINEER LICENig . 7077
<br />• Y
<br />a
<br />STATE OF CALIFORNIA
<br />i
<br />APPROVED �p�1962
<br />8 IDLE PLANNIN ENGINEER LI . S 8
<br />a
<br />87f00
<br />0 B-1
<br />20'Rt. Survey Line
<br />Sto. 86450
<br />B—`
<br />0.. 86.51 1771.
<br />%%
<br />Compact light red brown sandy silt.
<br />.,
<br />1.4"161 i
<br />Dense light brown silty fine, medium and very coarse
<br />1.4.1 64
<br />sand with some fine gravel.
<br />•0 i.
<br />Ver,r
<br />dense ton silt and red brown, fine sand.
<br />'�f
<br />141)l0
<br />Dense brown very fine sandy si/t, silt and silty
<br />1.471Z 43
<br />very fine to fine sand with thin silt layers.
<br />r
<br />Ver
<br />dense light brown and ton silt.
<br />1.4 1 >90
<br />i wS �; „ Very
<br />dense brown, light brown and ton interbedded
<br />silt, silty and clayey fine to medium sand and
<br />5-9-60
<br />fine sandy silt with gravelly layers below el.49.
<br />- 5-6-60
<br />AS BUILT
<br />CORRECTIONS BY —
<br />NO CHANGES —_
<br />DATE �..
<br />t
<br />a
<br />90
<br />60
<br />50
<br />40 40
<br />5-6-so
<br />8
<br />851L00 66-000 87tCO
<br />m PROF/LE
<br />. `y
<br />_1.1 rill 11.. Y.i Ill uil A iill„Y,Cl,6.l.1, Il. ..ill. i.. iNil. il. i11 .1
<br />LI E C3 I,� I�t. D I I Q III F� I� � I N � OPERATIONS
<br />IIJ - LEGEND OF EARTH MATERIALS ,,.,I
<br />SIZE CLASSIFICATION_ MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION TEST
<br />M OOR� and TAKER r ,
<br />I =_ A AL $ BO S Plan of any boring Eng/neers Geologists
<br />m` Diagram showing the basis of grain$is# distribution LOcat/on Location j
<br />100 0 used in determination of class names. Size j1 ryy Peat or According to the Standard Penetration Test. Flush penetrometer Q' B--Nt2 Job N° �0/5�-�7 APPROVED �-• a-�-`+- �• �- ��
<br />Grove Nti organic matter N0.
<br />9� classification is Dosed on Wentworth i 9 LICENCIy11, �glN��l Ng
<br />grade scale in field classification or the + Top hole a/ev. I p .. 9i6
<br />1
<br />No. of blows Granular Cohesive O 2.5 Cone enetrometer To hole e%K h�y1:W1 �.111��,�. �L,a�.,.�ell loll,/. ::1 �1111,11��1„ 111� �11.,��1�� 1�.111Y�,.I iLY.1,1� �y.l1,i l�,,l�,,. :,1,�11�,I
<br />A.s.T.M. rode stole in the laboratory sieve ;:� Fill material p Moisture 90 Casin 25
<br /><, g r Sand q . Description of material Pushed -r P elevation ground wafer surface
<br />analysts. Unit welghJ(#/Cut/.Idr� $et No count recorde �+ �rf �1 �+ TV
<br />?o �y classification of earth material shownonthi's 0-5 very loose very soft ize Rotary boring Unconflned compressive ; :`� S/z9 of sampler —�.w � 'dote measured SAN d OA OWN V OuN/ /
<br />o El Shale lows per foot
<br />c� 9 sheet is based on field inspection and Silt IM Blows per foot -..,
<br />so p 6-10 loose soft stren th(T/sq.f1.1 I�
<br />F should not be construed to imply meth- FRI
<br />9 (Use o t4g/p;hammei (Using a /40/b.'
<br />41 la
<br />50 s+ Auger boring Consolidation>est c 2.4 10s 24 1.4 6s wl�t�o 3Q are 1 g Graphic representation J A G K 70"0"N� ROAD
<br />- f o`� onical analysis unless so stored. Clay Sandstone I I-20 sli hti tom act stiff G.W.S. elevoNon ground wot� surface hammer with Z, of driving rate.
<br />t `� SILTY C A
<br />`,, .. a`�4-' 40 t: 9 Y D ;� Sample boring Direct sheorfest--iQ--- -1 -do-fe�ne'as'uied 30"drop/ ? ;
<br />dY LA Sandy clay or 2t 35 com act ver stiff Exponslon test --*Q Conformable ma It change 2
<br />t ' s� �4� clayey sand Limestone p Y ro
<br />Gradational malerta! change j 8 ��� GREEK
<br />- i- { P 'ii f Q AY _V LA E SI 20 36-70 dense hard Jet boring Titox/o/ compressionfest -�-Estimated material change
<br />Sandy silt or 140 YS ''�
<br />.% A SIL T Metamorphic rock Shearstren fh(#/s .ft.1- �0 d0 J0 40 l 60
<br />to silty sand 70+ very dense very hard iz Diamond Core boring 9 q Unconformob/e moterJo/ change Oate Blows per foot L 0 G OF TEST BORINGS
<br />.. I T vane shear (fJeld) 9 boring p
<br />a �o clayey $i It Igneous rock t Test pit Scale /s /(� Date/yfp �% /�6(j File Drawing f^'
<br />- S 0 I o 0 0 Silty CIO or g
<br />o r r �-
<br />L-_- date of boring y ,►
<br />` 4 SILT PE80ENTAGES
<br />Ai6W°•" 6d4i1Y11W"•...asY+Yw.2i LWY1.d9LL4JaI aIL3'�II dr'1 i .lLlld a. llllw=.+I f.Ylm uld.a all ma J
<br />° - VERNLIT6 CLEARPRINT 1000H • ,
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