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f <br />L=Length of Spon <br />Type of Spon <br />A <br />8 <br />D <br />LAJ <br />k <br />0 <br />ra <br />o <br />Q <br />1-� <br />0 <br />.°o <br />Size <br />#/O <br />#B <br />?01' 7 <br />Length <br />52' 4 <br />37-0 <br />d2=D <br />O <br />Size <br /># 9 <br />0,9 <br />#B <br />Length <br />/3=0" <br />/4=0" <br />/4' O' <br />Xb <br />61_611 <br />7, O„ <br />7_O„ <br />` <br />.°� <br />Size <br />#7 <br />49 <br />#,f <br />Length <br />9=0" <br />9=0" <br />B=o" <br />o <br />o <br />Cj,7'= <br />o <br />,o <br />Sire <br />#9 <br />-*7 <br />4&7 <br />Length <br />37=0" <br />0!0` <br />.oLength <br />O <br />Size <br />27-40"" <br />e4'O <br />/9=0" <br />Xe <br />4 6„ <br />¢;0„ <br />y_0„ <br />12 <br />o <br />,a <br />Size <br />7 <br />09 <br />#7 <br />Length <br />/5=0" <br />/9=O" <br />/S -D" <br />Thickness of Slob <br />/6 i/2 <br />Hook - <br /># /D born <br />GPM MW <br />low <br />If Abutment <br />t <br />Book — <br />/Ob4rs <br />6 <br />NOTES <br />Top reinforcement , for 1B Span 11 to be modified when adjacent <br />' to a hinge. See #S/ab Details - Hinge'' sheet <br />For $Job details nit. • . shown . reter o 946 -Reinforcement Details sheet. <br />r <br />Pier #8 dor fro/ �fofio� <br />�9x 40 -® N <br />rot,.3 <br />Maximum spaciny in spcins wiffi <br />mi-lable width. Spacing s/ra// be varl'ed to <br />account For Variable deck width in -the <br />areas out.5ide of the center 3,2" of Bridge <br />dc- Ck. <br />L= 32 <br />A Span <br />Qb A Spon <br />of ,Dec, <br />i <br />�do�ifior�a/ Too S'/a6 .Peinfarcefier�� <br />N � <br />L= 0. 03 <br />,L_ O 04 <br />v v v <br />Z - 0,04 <br />vl v� v <br />CAMBER DIAGRAM. <br />IOTA L SL A8 DEFLECT/ON DUE TO DEAD LOADS <br />The total deflection will be reached about 4 years after <br />folsework removal. For values of time of fo/sework removal <br /># 9 divide /hose shown by 4. <br />�1e The amount of comber for construction will be determined <br />by the Engineer. <br />9 <br />�Cidi7`iorlo! ,Bottom <S/�6 �f'eir��oroe�e� <br />L= �2 ' .' L= 32 <br />8 Span 8 _ Span <br />(�) 8 Span B Spon r -Q 8 Spon <br />0 A Spon A Sp on -7 1 6*/0 cont. <br />P OJECT ENGINEER I DATE CHECKED BY <br />qJ111 4- <br />(4) ItI293 C. <br />DATE <br />/011'3 <br />SUBMITTED BY <br />'\-T- Bent <br />-BOTTOM OF SLAB <br />3i . <br />nn C""', <br />L =.3W <br />P, <br />L14 <br />Note.' Transverse joints, if used, <br />/518 to be located of % point of span <br />and longitudinal joint to be <br />located at edge of traffic /ones <br />unless otherwise permitted by <br />' the Engineer. <br />x� <br />Reinforcement continuous through joint. <br />LONGITUDINAL OR TRANSVERSE <br />*/0 cont SLAB CONS T R U C TION JO I N T <br />f/ook <br />#/O bars <br />f- Abutment � <br />© D Spon ' <br />® D Spon ®D Span */O cont. <br />Hook <br />#'/0 bars <br />olB T16�slc x�lo <br />73 <br />-OZ <br />ars. <br />10 70 �Pe�iseo'f� Ply wllh T�,e .s16,l <br />BrYa�e P/onr�inq os�d Desigr� �/. <br />a _ <br />_ RECORDl � � ' DATE OF !�'E!//S/ON <br />MA Y 1971 <br />c t'eCtic�r�S ;� ___ ---_ ___ w �% FEB 197S <br />�- <br />oChareByGN `- _ •TGTz <br />' T Date <br />Any, (Person feting This Drawlnp"" hoWd Ver4y <br />All rnf®rmat���r B� ^nspe�ting T��e ���v ���or1k. SLAB DETAILS -MULTI. SPAN <br />L / Vfs" ,COAD/NG.. HS 20-44 and A L TERNA T/VB _ <br />DATE �I APPROVAL RECOMMENDED BY DATE PROSECT EIGHT MILE RD. BRIDGE N0. •1043 SHEET TOTAL. <br />-- i N 0. SHEET; <br />-7/ <br />COUNTY OF SAN J O A Q U I N -- ---- ------ <br />DRAWING NO. 9 # <br />STATE NO. 29C-1 14 <br />