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{ <br />t <br />mev;,ted -chat Y. <br />Added Comber <br />Diagram $ notes <br />relating thereto <br />t hH.S 5-11-62 <br />' �Ps�no�s/ Hoist v61o✓s <br />S/on Co.w/ Jf. 'dsla/ <br />I Kil kD • [VITtJ u <br />tivilko STEfI SPAclufr <br />W4 IN UNbIIDDiUAI Sfc•, <br />IME ; Tal1 6tAil,; <br />Also Ww"M610'. <br />.=Length of Span <br />rype of Span A 8 0 <br />� ` ,Size 4/0 v 7 1 <br />.2 Length 49V 33 �0" <br />V) Slze 08 6I <br />Length 11 -D 16 -0„ <br />LLJ o ®x 5,_ 6„ s ,_o„ <br />b <br />o o Size 7 #8 ` I NOTES <br />Length /O 0 8 O Sp/ices in top main bars to be located near center of span <br />V G Xc 5'-0„ 4'-0" Splices in bottom main bars to be located near bent <br />o Size 9 ocin n At 7 N Sp g of all transverse bars is measured along If roadway, <br />Length 35 -O 32 -0 <br />o Slie IV 9 0 8 I Skew 0 ° to 20° Place a// transverse bars parallel to bent. <br />o o Length 25 -02l -0 Stop transverse bars 6 from cap. <br />xe 4 -6 ¢ -s Skew over 201 Place transverse slab bons perpendicular to bridge <br />L Size 7 <br />°Len /h /9=0" /7 <br />X j 8,_6„ 6._ s.. I A Top reinforcement for "B" Spon" to be modified " <br />o g when adjacent to a hinge. See Slob Details Hinge sheet, <br />� � <br />T=rh/ckness of Slob 16 BAR SPLICE LENGTH <br />Clearance to rr►aln Bar Sire 1 *4 *5 *6 f7 1`8 f9 "`/0 <br />re/nlorc/ng Z <br />Ultimate dead load - Al/ bars , except tqp bars /8"' 23" 27" 32" 36" 41" 5/" 57" <br />0.06 0.01 in spans over 26 <br />del/eCl%on & If Span � a"aaaaaTop hors inspans over 26 126' 32 38 45 5/ 58 72 80 <br />vI vI <br />— —.--- ----,.�--.----..---Wit.-- <br />� c c <br />L L o <br />"tit tit <br />v vl v v v v <br />L L <br />CAMBER D/AGRAM <br />TOTAL SLAB DEFLECT/ON DUE TO DEAD LOADS <br />The total deflection will be reached about 4 years after <br />fa/sework removal. For values at time of falsework removal <br />divide /hose shown by 4. <br />The amount of camber for construction will be determined <br />by the Engineer. <br />it Abuimeni � <br />i 4 /8 -- <br />L=3O -}- ----- �s 30--- - - --- --� 5�����-/ -- /4 won � <br />..__ R-`Senn r ao�� ,.-4 i � B On <br />0 <br />DISt I COUNTY I ROUTE_ POST MILES- TOTAL PROJECT I •M0 SMIgts <br />�{ L /4 <br />A Span e <br />;-- Note.• Transverse joints, if used, <br />/5/8" to be located of % point of span <br />.AP1 . • <br />/•!• s ' ' <br />and longitudinal joint to be ; <br />L.* 'f *5 Distribution steel, /2 <br />4 bar choirs 3 _ transversely l (§� / _ _ located at edge of traffic lanes <br />and 4 %2longitudinally. •_= - ` �� - - <br />B nt p r qu ' ed n �� ' unless otherwise permitted by <br />i <br />sp Is l to 24' _ ! the Engineer <br />m nJ <br />,- � Be A t <br />f- Bent — --� -- -- Reinforcement continuous through joint. <br />L �NGI TUDINA .SEC T'ION j <br />-•-�"-- _ an L ONGI TUDINA L OR TRANS VERSE <br />b A Span Q B Span --, --®B pa B po ® Sp � # � <br />u ' c D s n D o co CONSTRUCTION JOINT <br />' - n --, 6 /0 cons. ©B on Ed e o s/ b / ,o p --� /,6 ,� , SLAB <br />Q A Span cQ A Spa' <br />/ i <br />IF / <br />Abutment r <br />Xc � f- Span ^G aw / I P_ p , ..`:,/ / <br />f Beni T_ Ab me / <br />TE Abutment f- Beni REINFORCEMENT -TOP .OF.�I,.,"AB <br />@A,Span ZBSpan- Q B po ��� / B on e an <br />Q A span — � A Span � 6'� "70 cont �--� B S an / dge�of s/o � Sp n ;� O polo <br />Abutment front face <br />6L4 , 1 <br />or ® bars <br />/0 (� edge of slob <br />�* top and bottom of slob <br />n <br />6 6 6 6 RC'/NFORCFMFNT ,BOTTOM OF .S L A t5� OB TUSE CORNET? DETAIL, <br />r <br />Main slab - 'l0 Cont. <br />reinf. <br />3 <br />!/q'1drlp groove <br />5 <br />Transverse slob relnf. <br />EDGE OF SL A Q <br />DE TA IL <br />Curb and ral/!ng trot shower <br />PROJECT ENGINEER DATE I CHECKED BY <br />A. B/eVihS 8- 73 I 6 _J. J1 P_t..,_ <br />FILE NO, <br />13 <br />2 <br />*4 bar <br />BAR CHAIR DETA/L,__ <br />DATE SUBMITTED BY <br />DATE APPROVAL RECOMMENDED BY DATE <br />r <br />L l VE L OAD/NG$ HS 20 - 44 and A L TERNA T/VE <br />PLAN._- _ SC_A LE_ :_.- NONE- _- <br />COUNTY OF SAN JOAQU I N <br />AS BUILT <br />CORRECHONS BY <br />NO CHANGES-P. - RoDATE <br />ck. <br />�Pe�is�dfo co�no/y <br />10/ 70 9,--ia(9e Aanning and A&r !97/-,�. <br />i} <br />SLAB DETAILS -MULTI SPAN { <br />T Of <br />BRIDGE POST DRAWING <br />NO MILE NO. <br />i <br />PROJECT CONCRETE STRUCTURES 1974 SHEET TOTAL <br />--`----_-_--- _ ,_— NO. SHEETS <br />DRAWING NO. BRANDT ROAD BRIDGE NO.1526 5 9 <br />STATE NO. 29C-256 <br />