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. _ 'I +wir" a +H, �" • e +lr r. ,..-SAAi•.. _± __ r „' __ ; .r - _ _'T.,.....: , ..__ _ ,P�'t'^ f <br />7 <br />r <br />- 9z o/-0 <br />I <br />c h • <br />f I <br />Limit of payment CONCRETE STRUCTURES — 1967 <br />p y , Limit of payment <br />ROAD FILE SHEET TOTAL <br />\ J I / u NO, INDEX N0, YEAR NE SHEETS <br />,eev.-IvoleS,f/!L/Pey, /! 9 /u I /-52 <br />R A'>23 i9c� /3 /7 <br />ano'rod dimensions. � ¢ I _ 6i3u /�7St� Spacing - <br />4 r..e.. 5-14-59 Approx. Post bolt hole — <br />Rev. oddod o/aFc ' <br />, , ,�,, p Notes.' <br />rail splice nearest expansion joint in bridge deck, slot holes in To <br />�I /Z / u <br />r a x /4 splice bolts 1= / 2 section of rail to al/ow some amount of movement as is provided in•b <br />8 per joint. 2 44 I _ `/d 12r deck. Place /a asbestos sheef packing between rail elements. Adjusts' <br />Lop in direction I to prov%de sliding fit and set threads. <br />If Post bole s/ot <br />PLAN of traffic , <br />J r . Terminal section lapped __ — I 1� l ! I Use 3-6 posts whenever possible.A// anos or rods to have hex. <br />on Iroffic face _ _ _ _ — Provide lock washers for lop anchor rods. {fe/d 217r4r4 p/ales <br />- -- - - — <br />_ _ when using l4 anchor rods. Contractor to p?ov%de meta/ sh'ms 1q <br />- Ce�� ` L� } ' it 1 — �— ! - posts. Space posts to clear expansion joints by /� O"min. to £ <br />—�� I I it 0 I ao _ _=M 3„ / „ and anchors to be galvanized offer fabrication. Railings o <br />- - - I r 11 ' - , J� _ , a X 22 walls >o be placed after walls ore backfi//�[t. Bend rods if necee3or <br />C s/ot maintain minimum clearance on supere/evated slabs. <br />I <br />6Hr /5.5 1--- it 32 x/B „ �S S/,6ec/ /ovio�i f� r�/�err�eny /I <br />II. _ slotted holes j'' 1 <br />II v •� _ <br />���yir� ay��� AL TERNAT/VE END DETA/L 16 asbestos sheef pocking I <br />at expansion joints only. <br />CROSS SECTION ELEVATION AS .BU1L . <br />NOTE: Place end post on shoulder <br />CCRR[CT1oNS <br />if structure does not accommodate R,A /L SPL ICE '0 CHANGES <br />/2`--6" unit length. <br />_.` 12" Round hole. I i ii N <br />Set post In <br />posll/on and I I h I <br />- i fill with PCC „ i I %� 6 6=3" Allow 31 " Face to face of rail. B 6'-3" 6 /low 3z F ce t foe of rall <br />I L-u-� <br />r\ �B "bolt (I only) / e b It ( only <br />ELEVATIONCz <br />END POST ON SHOULDER <br />N �Ie 6 /5.5 v <br />3 min. O e � o <br />3'X¢ 'XO 62 ,r 3„ In `� N 3� .. l4 X l'-6', (Ta J. 2) ,r „ - /, <br />R Wosher 5 mox. h N 32 - a l x 6 r ds, ( of 2) <br />/ / N 3"x 4 x0'-6 <br />1 washerr to <br />E — �_ <br />3'XxOL D <br />washer <br />Cut washers 3 a / , 5rods/ <br />SECrTION A -A I E !� wa her s <br />m n. A (Tot.2) �- \ <br />n / n <br />S CT/ N B-B Al'gnm nl w sher x4 3; x /- ro s,(T t.2) <br />t ck w Id I rod <br />SECTION ED S CT/ N POST FOR THIN SLABS BO <br />o RAIL POST QN WALL im sio 'A"wit/ ape d o cross/ pe f d k, <br />o hei hJ, id>h and cross/ pe f cu b. / po sib/ Y <br />u po t wihdi en %opn'A"o 5" r10. OI erwse RRIDGEDEPARTMENT <br />DESIGN' SECTION 6/59 - -- 4A:I.Id—'1 <br />k• Sp c/'a/ as/ with o s c/o l dim nS% n " �� w'// jK <br />�f os�b/e use sb e; g t h grr f 1c orbs. ale Dula - CHRISMAN ROAD <br />BRIDGE NO. 1076 <br />tru ure. s e <br />Vyt <br />0� 9 I ro ho e � l r - <br />In e - n a Proied De.i rI <br />pDESIGN MI 0-4. <br />N <br />., DETAILS N I' `� I'r�¢m I I <br />3 ID Q i OIIANTITIES <br />�e <br />METAL IB RID RA GSPEC,FICA ION{ ..J, <br />Except , os sho n , y <br />I I Arrmnl kv. nend.a n. _ INg,nlalO'LY SCALE /-".> I n y: <br />• � . _ ._ � rn.. LYws gip. 9 / 'a ORIDGE FILE Q�AWING <br />IYI G Nn(P <br />,,Ir{ ---I-- I , ' _ ''•'\. J 'fir PREL DRA N I IC 1• i"1 3 <br />r _ l <br />_ <br />• FlVd� <br />j} _ �-�." � /t�• y f SIiI .I l � A, i I 1, � , I ;,, l i � � _ <br />i''f16G <br />