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<br />7 IIIItIIIIIIIItIItI. ................. IIIitII_TQ N Ez: ERQA_0 N Itxisfin Bridge 4108,q i5xi5tinq 8rid4d" p r P, **,3 Whi�e-haW ra,j in rance post, M?S-� oF rorM W P.; 2 end exiatirg bridge 'tVrM aid It -ion 95,19 IP_ l - I , , I I I - -Y On 7bWUinr d,3t�jtn) iO4, Ele ve ItII0
<br />IItI'47 IPLAN PLAN PROF:11_4F I//0 tIa how J9_2 br;dQ6, oc�ge of 0 —0 t, I4 I As sh6&n, s 0how,r) I9 7 IOPAVOL'4�Y', $4NO� V A W 4 "Y' CLA Y Aa 21 14 P, I Red- bf*wn vr e .7)ediurn CLAYEY G9 VE 15 As ehown "ter veo Z A .4 GLAY,15' 1, MT SAND -Fill- Wf ?. 0 V �10 Bro A
<br />_q Eli IP 2 20 3 wn to red 4 ),vn ry Ane _d rl Avc:Y c; 14 1 -4 1
<br />II17 II4Z 0 4- 4.4 Ire L Dene 1�qhi- green (5�, no aic" Pi�-R Fmr ;3 �bn fii3 �-oc�s5e 61LTY 5ANDY G V C RA 15 I0 10 2 30 4Q 0 U 4) 1A eq,_ Co 1-?0-73 brow 7i Uj 3T.4F/q Pine CLAYEY 6A 37 CI_AYZY $ANOY"6PAVeL-, 43 " 0 50
<br />, , 1 1-19-3, ER-OW5 PER F-00 SAA10Y CLAY L .range- -'rown (Y.9ra X>H very I ., ry CLA VEY 6A)VO CL.4 YE Y 6Ai�j 0 (,5 C) '5 -4f I P�Ocs �Pro lie 0AW-0 tIIcc I. 116 C) IPo 7. I-70 7(2- ,A CLAYEY 6AsVDY GRAV6L wi'th IIII LU %
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<br />Wffi isc�, 131 1
<br />4NDY CL4�, la" i7 11.4 _V y -CLAY-- Iut
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<br />.0 92;r� CIL/ I �11,i C; Itwil-h thin verg Fine-j'�ina CLAYEY $Wb, Idove yl� i4t�p A�,C-COJ,-,se CLAYEY it-j9A&JD-Y-_ W AVL tIon3r) -brown iv Mn very iine - rned;urn CLAY-�- 6Y 5AND wifh �%!IWY CLAY layers IIIce e/c/0 4(2 IIIIII16,e' la A t%Q WXF-V IS4 c Z)� L. V-_ -1 V-z-I> A _% 6 IIC)GC NO, /Oa-9 372 11,31 F�O
<br />IL�jidlldjp ig A41cilor tilla 3' 0113 I r-3
<br />ItMOORE: TABER NORTHERN CALlr0'F#N1A- CONSULTINO CNOINIEZRO ANO GIEOLOOISTS ROTARY'00RING TIO.N.., 19ST an of any boring $W *ith Location Ali= lAtiV FOR WL$ IPeot of MAT V.* R I A L SY M 8,00 CONSISTENOY CLAS 1. S1 I F1 CATI . 6N 'O A 'O f MAT I A ',S 'S t0 P, E A RT 14 L I. G E N D OF 43,0 R I N G OP E R AT 1-0 F f Location > fine matter on 00 tv, 9 e i., 0, 9W 0 Y or -N Rotary boelng
<br />Top hole elev. J60 No. 3
<br />50yopfoad(se ravel mo of�11?" _V401d,limit loss #)�h$o 0 0 A��ordlng to thi Standard P4netrationTost APPROVED t4, Q.-To,
<br />NO* 7?/1 31 F-?, 3 Top hole, dev RIGISTCAEO 41VIL IN61WK Me. 11G5 B
<br />DiamoM 4ore boring boo $#4 'kt'* iji�#- fraci!f 1 liilgiir th,46 N2 4' ve., $and Casing _nat"'Ql dirdinulor'' Cohesiv'e- Sample number :7* Nil of Nowis', Moisture (% dry WO 4�
<br />I. ... .. Pu's had - P Set N 11 , . / , , , j .1 � - r Auger bor;ng I10 A Blows per foot 11 tion _'LA ORAT" It' 0-5 Very loose, JQ
<br />It , - t�# �_ 0, t , ., * , , Dry density VWCU.ft.) COUNTY OF 5A�l AQU I N Very soft Unconfined compces3ive -Size of Sample (I �,qs) (3rc-phic represent
<br />IBlows per foot, 6-10 Close (Using a 1401b.hammer i9 f driving role Sample boring s t re 11 gth (tws/sq f t) Soft 4- for OW a 3 fo# D* 060, 003 other sol s 20 M tes,fs V �W - C I a L 0
<br />.01 With a 30"drop) J AC K TONE ROAD BRIDGES
<br />clay San4ston' Design Using 140 Ib
<br />f LA Jet borin hammer with'j' 21 Od It iRy "t e ro4virements for 11-20 C -- Consolidation -0 W on,$ sw. Somicoeripact Stiff C .4 1 5 30
<br />V:: , .1 65 41 or, P v WS th*?$ 4� S- Direct shear
<br />claya IIt Ocr do St'�, A y swd Test pit Sqndy cloy*' atimesione 21-35 Compact Very stiff r 0onformable material clxinga 30"drop) NO. 1682 AND NO. 1683 X
<br />E - Exponsion Elevation E
<br />Flo* -I Medium 'coarsi Flne coo -Approximate material change fues ($I It or Clay), F —E CRr_ EK
<br />J S ondy 3 i I for JIMeftiviorphic 36-70 Oense Hard BRANCH 3 WYOT L �±� I*nd t!22!�l gravel I gre's "is T - Triaxial compression Date silty sand rock P-/4 "GOCI penetrometer 10 Unconfornable mataxial charge 31 Si0vt sit*$ >70 Very hard 40 IWty cl�X or 2 1/2 Cone pone tro LOG OF TEST BORINGS
<br />404 sh clayey stit Igneous rock ter 0 ot r0l a 0o 00-WS, 0#0 �Otd ffe'd iAspec'flor and 00 to of Do to 410� By RF-C— Drcw�ng N's Jan. 1,973 . . . . . . . . . . . . Blows per foot
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<br />ItATE 'APPROVAL RECOMMEN 0 .ROM. Y DATE U PROJEG D.
<br />I4 61 -/W 7/ COUNTY SAN J10AQU'N 4 .. ............... Z7 DRAWING NO.j BRIDGE No. 1683
<br />ItS-HEET NO. ID _NA STATE NO. 29C-288 IitI
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