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Types 5 <br />8a trier Rai/ <br />(ty,A) <br />►-r <br />/2 .-a" <br />i°ro!'//e Grade <br />CO/7S f <br />/2'-0" <br />.1 <br />z <br />TYPICAL SEC T/ON <br />„ = 1.-o„ <br />.s. <br />Noi'es : Top rein/ to be spliced 9J' diameters Q ¢t Span whoa necessa- r y. <br />8ott,orn reiof to be spliced 20 diameters 0 �t- 8er7t wheh necessary. <br />Nvrnbers at ends orr bans indicate o'/stance i'rorn �t ,Qent /'or top <br />rein f: Spar /'or bottom rein/'. <br />Dis tri 6v fion bars are p/a c e d parallel to the beats. <br />Main s/a b rein' spaciny is measured normal to coast . <br />jV <br />"Dri;o 61,00 vo <br />itYR <br />O Sy/n/netrica / a6oUt <br />N <br />o , CIS 0 p �? <br />i Note.' The fo to / de /'/e c fion Will be tea c h e d <br />lz� a 1, about /'our years a/'ter falsekyoef removal. <br />Q cq For valves at tune of fa1sew01'1( removal, divide <br />N` i 4a � those sho wa by 4. <br />The ar,7o&r7 t of caM660r for will <br />be de ferminery 6y the E45?l4 eer <br />CAMBER DIAGRAM <br />No scale <br />rota/ yirder deflection due fo dead loads <br />t <br /># 4 bar chairs 6) verse/, It 6e10,t 3 <br /># V 0 <br />-*S- 0 18" #SC9 9" center haAr of span _'DSO /8" /3" Aff_ 5--® center ha//' ofp s a, _ 0,3-0/,6" Oofforn fraiasverseft— rein' <br />## # <br />¢ soaces 20 soacos 3 spaces �3 spaces I� /0 spaces �3 spaces <br />1 <br />L ONGI TUDIN4L SEC T/ON <br />„ s / ! /1 // <br />-161-// x 48'-0110 /8 " <br /># Lt Abut ¢ # x /3'-O� <br />„ <br />� /8 ,. <br />/o x z/ -0� /O con t `--z r <br />06 x 32 "- 6 ,' ® /8 " <br />Bent 3 / #/a x 20' - O" (W8 " <br />x //' - o'' �0 /8" <br />/ r <br />/O-O" AO,/O,O <br />,�.. <br />,�5.6 � / .5.6� j <br />TOP SLAB REINFORCEMENT <br />No sca /e <br />Spam / -*9 x 3/'-6" �/8" � l3er7t 2 4 7 x 3/'6"0/8" <br />Abut / .5 # 8 x 2se-6,• Old " S,oa n it #8 x 23'- 0" ®/8" <br />0/0 coat #// x 23'-01, 0/8" f -4c D. #9 x /8'-O„�/8.� <br />t <br />910, <br />t�� <br />80 T TOM SL A B REINFOR CEMEN T <br />No sca /e <br />4t 4 b Q� <br />u 16 <br />BAR CHA/R <br />No sca le <br />DIST. COUNTY ROUTE SECTION SxccT TOTAL <br />- No. SHEETS <br />6rt1DG[ ENGINES REGISTERED CIIVVIL /JGIr,ENGINEERR NO. 5585 <br />DAT[ APPROVED_.GL�Q�P� J `J <br />hot sho Wn <br />6N 6„ 6 # 6„ 6"c% <br />/ya fir? S/a b con t <br />Rein /'arcerner�t� - <br />• v/ <br />irQns verse Slab Rein f 6.. 3/4 "Drip Groove <br />EDGE OF SLAB <br />No scale <br />Edger /'finish <br />�, Note : Transverse points, i/' used, <br />/ �., to be /oca fed at % point <br />{-�-- o f span and long i tUdina / <br />e joint to be /oc a fed at edge <br />�� � of tra f f is lane on less <br />- otherwise permitted by <br />the Engineer. <br />Reinf coat f-hrouyh Point <br />L ONGI TUDINAL OR TRANEVEREE- <br />EL A B I CONS TRUC TION JOINT <br />No scale <br />A6vt. 1'roal /'ace <br />6" //'//e t <br />'/O coy f <br />Main slab rein f <br />�o <br />oa1110 <br />7 <br />OB FUSE CORNER DE TAIL <br />No s c a /e <br />3 it <br />A L I <br />C O R R1r CT 101 15 �3'f U� �% QU/✓� ���' <br />• STATE NO. 29C-087 ,, / -- c-l- <br />BRIDGE DEPARTMENT STATE OF CALIFORNIA <br />DESIGN SECTION HIGHWAY TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS <br />Section <br />DIVISION OF HIGHWAYS <br />Supervisor. - <br />__ � - --�'. C'z-�' i''�� <br />DESIGN B, y, f��, ,Qh ,,�, j- MORMON SLOUGH BRIDGE ` /9SV <br />Checked 9,W , f� 1 kAu fa I1 /G 1 <br />DETAILS BT /4"tZ@ 41?t2 �6.5 SL B DE / IL S <br />Checked (3�S\ifs P ��i <br />CaUANT171L'S By ZA /�rJ1'y 'o � <br />FF BRIDGE � (� /` _ Q rj DRAWING � o/` � � SHEET o/f <br />Checked e, `6.s NO. / t,. V / NO. / 1. ,j p y <br />REVISION DATES (PRELIMINARY STAGE ONLY) <br />WO Disregard prints bearing earlier revision dates > ��,� /Si i <br />i <br />i <br />i <br />i <br />i <br />i <br />