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<br />DIY. No. STATE PROD. NO. YEAR No. SHEtTS r7
<br />CAL. 7�"
<br />DIST. COUNTY ROUTS SECTION I SHEET •' TOTAL No. SHEETS
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<br />19RIDGINEE■ / CIVIL IENf IREEE—LIGENLE
<br />DATE APPROVES 3
<br />I'
<br />�I
<br />THIS SET OF PLANS HAS BEEN CORMiCTED TO =
<br />CGRRESPO D TO THE
<br />NTS DATED
<br />A • I
<br />SSUBMITTED BYRESIDW b
<br />ENGINEER �1
<br />TRACINGS COMCTsD avt DATS:, 1� i•
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<br />c%ems si%ty �ii^�e sar�d
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<br />CLASSIFICATION OF MATERIAL BASED ON STANDARD GRADE SIZE i.IMIT.3 NO ARTN MATERIALS - L E a F. N �? Q R B O F? 1 N C3 Q A H R A T 1 O � N"�'�'�
<br />LEGS OF E A ERIALS � N S i
<br />P N LAN O � ANY BORING
<br />-�
<br />DIAGRAM SHOWING THE BA518 FOR 1:3TIMATE3 .�. SILTY CLAY OR '= PENETROMETER a t
<br />OF GRADE SIZE DISTRIBUTION USED IN DETER- • GRAVEL �' CLAYEY SILT � n � Classification of earth material as shown on this sheet is based upon field inspection an11i• ,s
<br />a ..� MINATION OF CLASS NAMES. 2%4"C0N13 PENETROMETER To Ho �'/. WB To o IB-N� IBa/Y� not to be construed to imply mechanical analysis. 0
<br />CLAY 'o L'r• AND p P H /t3 E/ •� To Ho% ..
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<br />?0 t�' i>: GRAV£I. �$ ?RESENT IN APPRECIABLE � R � � ,..5 L I Ill�nflYWYWIIItlIYIIi�iYII�YYIYYduiYur�VYYa�+iIYIIYIUIIVdY1161um1Iu,161lIlaIIY,a1619II,dliuIIIIIIIIuIIIlu1611i1iuliulu1,61IlYIIIIIWmWI11+IIJIIYIhliuolldlll.IluII,11LllYlw
<br />r �'^ SAND ^�"' ORGANIC MATTER L1J SAMPLER BORING (DRY) ;i� Grol✓ndva&rsv�fxe Casing driven '• pushed�"'� STATROFCA6IFORNIA
<br />�{G%� p o ram,': Oescri t/on of material a. w.s.
<br />}6�� AMOUNTS THE TERM'GRAVELLY" MAY - ,Flows per foot 4•►►•`s E�eM s/Zd �f S/n /CF' /nCh@S 'A. p DEPARTMENT OP PUBLIC WORKS r
<br />ROTARY BORING (WE (lJsm9 /b /sand - 0ate as B/ow,? er foof ' No count .
<br />C o : / - ' p i Dote a�►sv�acd
<br />`r 'ZE'`� Unit we/ ht # cv ft �iNC
<br />9p 8E ADDED TO THE CLASS NAMES Vl2. 1 Li - har»�er with a p , 9 , records/ 4 DIVISION OIL HIGHWAYS'
<br />a� ='SO `''/ FILL MATERIAL Pion of (Using ., /401b fo Moisture
<br />�Vy to "'GRAVELLY SAND. TNE; TERMS /2' Free t3/I ,a; Descrip a � .Seaono!s per foof �
<br />Q I LT Ct-A • n • v , Izl! J ? ha/nmer with a.30 2.413511.4 10,3 64 c Consolidation Test 7
<br />o-ao COARSE MEDIUM AND FINE / rr�ater/a/ f. 3 f / 1f �r�- A U(i1�R BORING (DRYS z�' s dro or as noted ;• (Usin N92. /2 (3r-a hia re esent t/ lL�, / a Ys: pi , C3. W-S � E/e v. M�K/'ernan -Ter 07 A sI
<br />OY CLA 3o WHEN USED TO DESCR113E SAND, CLAY kmzoUB Racy
<br />r� ' '" Unoarfii�d com /ve sty f •r oa to 7r/'n�o�su.-ed � � .S4 of drivi/x� rate
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<br />.JET BORING Pulled p/pe /� .Sam a taken f : � onfo/"avb/e material change or .as noted
<br />C AV g NO CL -E ,SIL SILT AND GRAVEL REFER T4 �.l %Q
<br />STANDARD GRADE SIZE S A N OY CLAY O R ->`p� / CS Vane shear- ' Estrmoted maferra/ c /3 d `' M �-+ V / �/7 / / �. �✓ i ! /�
<br />to CLAYHY .9AN0 SIF-mMEN`rl ROCK Shear stye fh � � Aver a skin Soo /sa
<br />ha"9e
<br />LIMITS. CORN BORING Soo / ,� � -+il s ; ` frict above of WSw, '� (so A0 BORINGS
<br />SAND IL ,Y S, N i� IL S1 t R� sai /' , tinconfbrmab/e mlafel rha c '� aaond� peg- foot �..� O Q TEST
<br />SA N DYS I LT OR r "� oa to of booming this point (*/I f)
<br />DERCENTAGE3 SILTY SANG TAMORPHt,C ROCK 1 � TEST PI•r /I Da Or �9'Q��2,��,'.• %Q�yS/)IF
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<br />J DRAWING = "r
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