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<br />CONCRETE STRUCTURES-1967
<br />1 J I gNAD I INDEX FILE SHEET TOTAL
<br />i Y NO ND YEAR N0. SHEETS
<br />/9
<br />,57 I 16 /7
<br />% I DRIVE I - 1
<br />1 Gt+RIS/i ROAD
<br />/„ � t 4. PBP ti7 I 1
<br />/ ,�trys 1,r9 b•-rd e -- � ,�
<br />l',IC'Ti
<br />PL,�� / NOTE PLAN NOTE
<br />0b
<br />d hV Nn 0 '
<br />n )
<br />tin /- Lynedl
<br />i
<br />on e e 1(7i 0' "re B 2 ! e q
<br />/ Ell
<br />-d e
<br />.�_� � „- Lf Ve y lorsa
<br />.A n/ r, r'•R is Y •;iL`F,II_ _ _L....c+m' 44111DY SI ' F,l;w Ty
<br />-
<br />,,, imw' y Y) -,JLi fine to ,ao'sp-
<br />��;1c7 Y - L w rn sco/'e-rd C/'PN. E�
<br />L+ .� �_ / - - il-own "AALI ;Rai"FL �z�dsn,n/. I 1 ., .
<br />�. i', a1..'', .J., ! �4'A6 EL lr
<br />_>. _/ •a /
<br />� Jorge COBHLF`
<br />%, / -
<br />�
<br />4 •�
<br />r� / 6�.y dense,! ,1 SA,Vc LT d0 Anse rows SAVOY vL
<br />yrAt`
<br />/ m L POcy D own 'A'V( Y" `YL7
<br />,
<br />,,, a E , � 4�14�'�m•n GkAVFl I, ;I (- '7(✓ /-r-14't .'
<br />L T �
<br />,1
<br />51141
<br />d1j
<br />T Cl01 se, torI/SI!_' I, j - Dense to very dense t owJ
<br />70 .SAND SILT I fd SIL ' - / - ° I 7 • ,SANDY
<br />r
<br />_ [ mrccmpna'�!o, �YLT ,-�,,;� / I •.I: !y�--�lal �� - f' •x - -
<br />Lens ca rp J,la7, rgdfa,P,j i
<br />lI � t
<br />n�
<br />t T, / i C/en se very deo••e, ton 3ANDY 6R.7VCL T w,ln r
<br />v y den , 5119A
<br />P / cemen ed son y sil% 50 h /
<br />se Sem,compoc!,Jn'r SA SIL and
<br />i �q �iyr I II's 6� 5,CLAYEY SILT
<br />AS BUILT
<br />1-3-67
<br />CORv
<br />90 y�
<br />RO IL ! PROFILE PROFILE NO CHANGES j�-
<br />itnr,l i _IC.. -
<br />Smle llorre l°=10' �- DATE
<br />$col ori7 l'' Sil' Vert •_/(] _ _
<br />1 _ / Vert
<br />DATUiY/ EQU%T/O�l/ -E/ems /OQO �Assur.7cd� = E/ev /27.9 U.SG.S. D4TUM EQU/aT/O�1/ -E/ev /OD.O �Assumed� = E/ev /60.0 11SGS
<br />P/N RO D A BE C EK CHR/SHAH ROAD AT CORRAL HOLLOW CREEK MACuRTr iIR OR/VE.]T C'+f '�_ fit it _ b;' -I !
<br />/ BRIDGE N`107F BRIDGE /V° /4/0 3708f s =
<br />B ID G N? 33-
<br />.• ..• •-•- "•'•"�•'E•�EN"LEGEND OF BORING OPERATIONS _
<br />— — —.�—. r
<br />• • r D G F �E A R T H MATERIALS .�----� (��I IOIII' S � I��!{:p • /W�,r, cr . i/, </ror4ls ., l
<br />I FI ED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION j- Plan afony ha ng ROTARY BORING FENFTRAT _ON TEST 1
<br />UN T �f1
<br />pt OH CH MH OL CL ML _ M GP GW ,-- ,Ix. Rotarybortr' 701„•,lilVocc•m•,•B:Nr,Lar.atw' npFRrvtO aEc -1,5,6
<br />SG SM SP -SW GC G FOR SOILS 09N..3T06f
<br />— nw. rr -r d, 6�L', ax rnr res ry"nls / rPOt]InC m011rrr g N Try f'•fs vEEF Vu.
<br />,novel _'. r ng41,• po1lU11d 2 C B t•tl.- tN,i' - '..
<br />I' 9
<br />'e'`• ca r. end cIl s2' r r /r a rr [ [,•L^g 'n,"``tnndprd RnrerratlUn ins'• //1• _ I-
<br />iar 1-aP a mm� 0•eve, Ter 50 ' I' m� e . n n 1 - [�-) L _-.._— —_— -- \'j') f?laman[i CC'! ilalin(j p^..n$tu'P ('%r • , wr , -� 05 1�
<br />_If �T c II rnnterai „ n.er I 5'A. J',04QUIN COUNTY
<br />.n V .le roue n e p N•`4, are $and J McwS ,ramsl0r I cohe6rve Or density 111" , fr)-
<br />• rn, ere nm ,err, — .•^ _ a Al bonny Y Y �\ _ Sit 'r s,mple (inches)
<br />Unconfined [ rrii.,esslve a r'ir pnr ru present , on
<br />a :M>r rna. •r .. ,emoMni Run 6`?aC srrr) r M e nm] , uen nn. Ni 2.G,.evr ^1 '1-i Very loose Very •;n i' \ F Cw Rfl•IW' B, In, 4. 4`r' '-'--------� _
<br />It pQ1j'^' Shale Y r• i91.. Jf d•'ving ra - X
<br />certw„�) _ Sample _orwg strength .. s, sr }t1- .\ _ (Us: r�galgU lb hnm.r.er U• r: i, ih �o /+1I p /s �/ lJ
<br />.,.A '.W. r �6t [ a„r %•1G.0 nrn..i'H'. n��.^IuV ®SandSAfre b_iC) rnLaOmeaC1 $LlSft , Le; Jet banng Da5l9pr�sOL rin hi•• ,MI5 t85 24 5 4 '`• I la 66 Wrth 0 30"drag) 30ndrrU C') rh a.W -,�_- J C 'RI c 11,47 / (•(.i.! .Ll � rI .�NL •101 LOW CREE/1
<br />van• a ..�,.+ iElr 'W l_�
<br />1 ,c6� • 2C Se p - - --
<br />.n{ . 1 1llll yes -) �.v o•+a :.e c rm a r,.e - send n,.• •e r.n. am er r, 1.r uw And sw tT7� - r--n S- Direct shu,r �wq .es..�, 12 _� r
<br />r =array Boron 5 rNSr -_L_�; Gonfr'mobla material chprtge s ,G y DRIVE CRE�K
<br />SM- d 5M a••, ,e• ra 6r o.'n' P"r x PI e„ her 4 Limestone ? 3_ Gompoct Very stiff _ 1 r R E -Ex panslon !.�evat�n� 6 -- LOW
<br />M / _ HOLLOW
<br />[ - - p•^+T clayey sand - , �__� •9ppraxrmat6 mofPi 6'. cnange Ia
<br />+r" 1I n the. - T-Tnaxml cornpres^.rrst Date, 21 Q BORINGS
<br />' •,e • 1' cr,o,r, _ 1 Ilnconformnble ma'rrrol change
<br />1 TEST v _
<br />�or' .vl) o'nr mea un i,. i Fine C. [ 1 1 A Sandy silt or ®Maternal hit O 2 /q Gone penefrometen � 9 LOG O F T E O R I w G S
<br />Y p i6- 70 Dense rlard O z /2. Done Penetrometer 2n -4
<br />1 _ w•4, . Igneous rock BIOwf Liar h>Ut
<br />x ,
<br />cmb ,r .tr�s 4G - tII so a sal n rrmr , silty sand rocX
<br />}--L sle.e 6 r SIIt clay or r' 170 Very dense Very hard I[� n_ lyrr bol y> - c''Y O l
<br />c[My MLaa I__� �. r c1oYeY silt Dote pf I1L"fl Ib )IOWS-J[ foal d['t]1rr Unir, r, n;l �''II6 ,lh7/ /4, /4b7 Drawing
<br />( n,slflcot nn el enr,n mn41 ale ellown on rh s fneer is Msetl on bnitl i.ePeaf nn and -� Vy by f
<br />l r
<br />bon ng _ b9w LO- �- }Jill rl rf !1h rPa l,nri� All
<br />o rc m m u m m m m w rxi _ H') �
<br />li0u'u r.•M, ,ar Id ner e n �^d 'a irPly 10 P•n qn y re r unle , e. sta Teri i i �•• �„ � i i i
<br />" CHRISMAN ROAD BRIDGE NO. 1076�
<br />i STATE NO. 29C-221
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