Laserfiche WebLink
- <br />�� PrK LrLen th of S n 28' <br />Added Camber r pe of Soon A 8 <br />Diagram ft notes 14 size <br />�r/cl,'n9 >harefa -CA �.� Length 46-0" — <br />` Size 06 ,, E - BAR SPL ICE LENGTH <br />i <br />Length 13-0 — <br />�e�o��� � ® ®Xb �, �„ --®r Size 456%8 9101/ <br />7740-rew,.,c Sid Size ? — All bore, except top hors 16" 23// 271' 32" 36" 41" a5/" a57" <br />c�sf �t "��®,� .� Length-o in spans over 26 <br />=o" rop bars in spans over 26' 26" 32" 38" 45" 5/" 56" 72" S®/, <br />LEIFTFd t�D7E)'k k 9 Size #9 % <br />4VU0 ITi4L flxfoF ® Length 33-6 30 <br />Ia/TE IU 1�134iNDlvll iEL ; #" � / Vol ES' <br />1AIL4; TITLE tLD(K; I S/Ze 9, �. ,. �+t9t�t.T fa$ rS <br />® Length 23-D 20-0 •� _ were / rre sad as re <br />A14t0 ADtW iJDiEi t Splices in top man bars to be located near center of s on. <br />�� �� to conhrml fo .30"X.04n in <br />1 lAw (06 Ui � �� ,3(� � 4 -6i P® - tivTjid� ,'S' �F � �! -03 - <br />® Sized, �Laqre �s_ 5�ro e�� d Splices in bottom main bars to be located near bent <br />® 'C-R`�O"" PLAIV Spacing of al/ transverse bars is measured along roadway <br />® � Length /,3®® Af 0 p <br />X f 8 �_®" (5.O- Skew 0 ° to 20 ° dace all transverse bars parallel to bent <br />Stop transverse bars 6" from cap. <br />r ihicdfness of Slab /5" - Skew over 20° � dace transverse slab bars perpendicular to <br />bridge . <br />Clearance to rmla „ <br />Clearance <br />Ultimate dead load <br />(defection .5pcn <br />-2 <br />A Span Beast Span <br />f- f Bent <br />Abutment-- <br />Z�. <br />4 bar chairs O 3 - 0,cn.sversely <br />4 6 and 4 %/ t longitudinally. ' <br />I 1 - <br />`� Distribution steel <br />--�-- \-=_ -- <br />O <br />CZ <br />e <br />L ® L L <br />L "V <br />CA f8ER OIA GRA <br />rO%A L SLA 9 ®EFLEC ION DUE r0 DEAD LOADS <br />The total deflection dill be reached about 4 years after <br />fo/sework removal. For values at time of falsework removal <br />divide those shown by 4. <br />The amount of camber for construction will be determined <br />by the Engineer. <br />L - ,28f Abutment <br />A Span <br />Bent cap required on <br />Spans L =/6' to 24� <br />I <br />� a Span <br />' (o t] Span (c A Span <br />LONGITUDINAL SECTION <br />®A Span <br />Ed _ �..®f slab c A Span— ..... <br />2f/C/ <br />Main slab , /o cont, <br />roinf. <br />it <br />Ur/p 9r00Ve <br />\\ %rams verse slab reinf. <br />EDGE OF SL AB <br />OE TA IL <br />Curb and railing ncv shown <br />y <br />Xc f Span XC �! <br />X <br />'fib �..-�� Rent F_ Bent a� b <br />I <br />I <br />f- b ut n�nt REI NF®RC I�/ EN %® T�®.P._ OF S��4 f Abutment <br />A Span Rent e@ R Span ®� Span --- Beast ©A Span <br />� <br />OA p //0 p aP Spa 6 � Span— f � S an-- " _... /® coast..,..... .� Edge ®f slabDA Span— A S._ , n..— .... _ . <br />r <br />;y <br />s � ! xe <br />Xf <br />l <br />I <br />REIN "0_RC MEN T - BO i TOM.0F. _. S L A 0_ <br />r `y <br />l <br />G PROJECT ENGINEER DATE CHECKED BY DATE suami`rTED BY <br />< Aix <br />DATE APPROVAL RECOMMENDED BY DATE <br />31/2 6Z; <br />1 <br />2 <br />/iVG :...H.S.. 210 -.44.,,and. ALTERNATIVE .. . <br />COUNTY OF SAN JOAQUIN <br />"4 bar--21 <br />DIST COUNTY I ROUTE iP�ST MILES TOTAL PRO.IEC V ` TOTAL _ <br />_ - - rye. Rea•rr•. �- <br />�L14 = <br />1. <br />1b <br />E <br />4a <br />+ <br />Note: Transverse ®ints, if usdd, <br />l ®' to be located of of t f <br />4 p n o sin <br />and longitudinal joint to be <br />l located of edge of traffic lanes <br />unless otherwise permitted by <br />the Engineer. <br />Reinforcement continuous through joint <br />.LONGITUDINAL OR MA NS VERS <br />LAB,=CN <br />T <br />A S [,3 U <br />1y <br />c� �� CSIG44 3 <br />A bufrrment NO CAN <br />Abutment front <br />', <br />�\ L14 <br />or bans <br />/0 edge of slab <br />*7 top and bottom of slob <br />OBTUSE CORNER DE iA /L <br />IO► 70 �4 <br />Brio'ge .�/n►�nir�9 moo' �%s�gr� �v��/4/ .t�o`r /97/- �B. <br />PROJECT I 7-1/1.Lr ROA® SHEET TOTAL. <br />NO. SHEETS <br />DRAWING NO. RZ06->6 NO. 1900 1,20 22 <br />,.3TATE NO. 29C-'100 <br />