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�V <br />" <br />; r <br />� <br />t <br />LsLenyth of Spon <br />Type of Span D B Q <br />ti She * 7 - #? <br />o b Length 36 = 0" <br />She n 'T _ # 7. <br />Length _ t4'-0' 144 <br />Length <br />h Sire A77 �7 <br />Length 22'•0`28=a 22=0' <br />*7 *8 <br />5 Length 16 0' 19- 0h I o -0° <br />tlf 1��Xe <br />a % S/re 07 1v 7 # 7 <br />+ 4 6 Length 13`• d 164' 13. 0# <br />m 69 Xf .5-$ 4`4'f 6- Cr <br />rsrhickness of Slob 140' <br />il� <br />51 <br />ti 1 <br />e <br />00 <br />D �7 °'0 © 'a • © Q <br />/16 ' <br />s f not shown refer to "Slab Reinfocement Details" sheet. ' r ° <br />For slab details• <br />S E f <br />• � 1{ 11 It :16 IY - <br />t <br />44 <br />;. ►—F- -_ C tit--s a - _ L <br />�t �4L OQ L as !V4L =qt <br />>� 0-4 <br />CAAMER DIAGRAM , <br />TOTAL SLAB dEFLECrION DUE TO DEAD LOADS <br />The rota/ deflection will be reached about 4 years after <br />falsework removal. For values of time of folsework removal <br />• • • divide those shown by 4'_ } <br />• t"he amount of camber for construction will be determined <br />by the E-ngineer. <br />IF ' t <br />It <br />A4 19.. 6 <br />I <br />t ` <br />74L.=t9.6 , ....•• <br />.-.D $an <br />B Span _ (&7r_ p <br />D Span _ <br />. D Spun @05pan .. r <br />f c D Soon --6" */0 cons. Edge of slab � ` �}c D Span a� D Spon---r <br />a D Span <br />• <br />it � � ( • <br />..° n c. <br />,b <br />Bent <br />OEl� ew T- rap Off' SLABRL'/NFOR A�-�t�nent <br />L Abulment _ <br />8 Se San-- it Bent D Span � � . eA <br />e D 'Span � 8ent Q span � p � •r-��' :- <br />• f B Span— l Q contt �, e0l of slab OD Span Q► D Spon <br />0 ,gyp on 6 . Q) D Span --� p '�► .. <br />W <br />t Ir <br />1 t <br />REINFORCEMENT - ,6or TOM OF SLAB • <br />. L /Ve L QAQING•• HS 20- 44 and ALMYNATl VE <br />PROJECT ENGINEER OAT CHECKED BY DATE SUBMITTED OY DATE APPROVAL RECOMMENOED BY OATS <br />COUNTY OF SAN JOAQUIN <br />IYOV <br />� 913 <br />Note: Transverse •oints# if used., <br />� <br />to be located of <br />/ point of swan <br />tl- - and longitudinal joint to be <br />` �` located at edge of traffic lanes <br />4 g 9 <br />Oki unless otherwise permitted by <br />the Engineer. <br />E y \Reinforcement continuous through joint. <br />L ONGI rUDI NAL OR MANS VERSE <br />• ' SLAB CONS 7-RUC rION JOINT <br />f. A butment <br />` Abutment front face <br />r " <br />.`� 114 A* <br />or bars - <br />` *10 @ edge of slob <br />E1 <br />*7 `�.'. top and bottom of slob ` <br />OBrUSE CORNER, DETA IL, <br />±i <br />y wr�ti lei .J'/ode o/�'C'o/%frrr4 , <br />10/ f Qrid g .�%a�i id t�►x� 1%S�gn �%d�!<!4� <br />- 9 g , <br />I IN OATS OF <br />RMORbd <br />1 <br />Corrections By �Y /9�� <br />NoChanges sy �✓ . �H�� <br />fE�t i9rS + <br />Date <br />Any Person Using This Drawing Should Verify <br />All lrtformation By Inspecting The Site Of Ward.' SLAB DETAILS— 3 SPANS <br />v(W1peN1tvG) <br />PROJECT �'� �� �'` SHEET TOTAL <br />" r� NO. SHEETS <br />DRAWING NO. 46 PI D Z" N6, 1061 46-4 A6-6 <br />STATE NO. 29C-21 Q (1411DZ;A-11A16, w <br />It <br />