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av;sBd Chorf <br />3-61 ,Qr4 <br />L.Length of ,Span <br />28' <br />ype <br />of Span <br />A <br />_ <br />S 0 -- <br />Added Carnber <br />Diagram 0 <br />-44 <br />®® Size <br />Length <br />9 <br />46 -o <br />% <br />3j"O�� — <br />notes <br />- -- <br />'8 <br />13 <br />te%tinq thereto <br />Size <br />` ,�Hs s ii-62 <br />Length <br />13 -00 <br />15=4" — <br />A'emoveW notes afro✓e <br />U ® <br />Xb <br />er %runtvGfG <br />Cons/ ✓f. *Y"/ <br />` Size <br />3 <br />.Slav <br />Length <br />8'-0" <br />8,-0„ ' <br />oX <br />� <br />4-4 <br />4-® <br />� lElE1Ld '• ►�oilJu <br />UvIS%0 STEEL SPQ(Ur <br />I ® <br />® <br />� 15 <br />Length <br />3 9 <br />33-0 <br />- - <br />* _ <br />? „ <br />30" <br />r'.� IN LDh)611Ub1kAL iK; <br />ihblE TtTIE �LDCi�; <br />4Q <br />_. <br />; <br />2%Ie9_ <br />8 <br />_ <br />® <br />.44 Length <br />23 _® <br />20-- <br />- <br />�! F <br />®fie <br />4-6 <br />4-4 <br />- - --� <br />® <br />(p ,Size <br />#9 <br />'� % - <br />® <br />® Length <br />/8 ® <br />16'-d' — <br />QQ <br />_T- Thickness of Slab <br />learance to fnain <br />reinforcing <br />[deflection <br />Ul ti/nate dead lood <br />D5 <br />! <br /># i ,upon <br />. <br />.O/ <br />NOTES: <br />Sp/ices in top main bars to be located near center of span <br />Splices in bottom main bars to be located near bent <br />Spocing of all transverse bars is measured along Ik roadway. <br />Skew 0 ® to 20'0 dace a// transverse bars parallel to bent. <br />Stop transverse bars 6" from cap. <br />Skew over 20' Place transverse slab bars perpendicular to f bridge <br />it <br />Tp renforcement for °� <br />oD" .Span to be mod/fled <br />when adjacent to a hinge . See Slab Details - Hinge " shot <br />BAR SPLICE L ENG TH <br />Bar Size *4 "*5 t 6 "*i "6 7"9 <br />A// bars, except top bars 16// 2e3" 27" e32" 96" 41" 5/" 57" <br />in spans over 26 <br />Top bars in spans over 26' 26" .32" .38" 45" 51" 56" 72" 80" <br />` OI <br />C <br />--� t= -i V t U _ s--a >I _ s <br />CZ <br />L ao� L <br />A -,Span B - span <br />CZ <br />L <br />TOTAL SLAB DEFLECTION DuE ro DEAD A . <br />DIST COUNTY I ROUTE_ IPOST MILES- TOTAL PROJECT""' I '' <br />I+ <br />O o <br />® L /4 <br />r <br />L <br />>IR <br />The total deflection will be reached about 4 years offer <br />falsework removal. For values at firne of falsework removal <br />divide /hose shown by 4. <br />The omount of camber for construction will be determined <br />by the Engineer. <br />Refer to esht **9 for Sport Loy®ut <br />f- A butrnent _ _ <br />N <br />! <br />LZS" L-�� L-2� � 4(� lS 3/4 L- <br />A Span u S Spon E Bent Span ( D pan/ .4-1 <br />•e IP <br />WF <br />NO CHANGES — <br />DATE, <br />1 <br />+ -` ► • • Y • • <br />- .. Note.- Transverse joints, I f used <br />,� <br />_ �\ � /��� to be located at %point of sin ,- <br />4 bar chairs 3/f transversely I "5 Distribution steel,/2 I I- ��, I and longitudinal joint to be <br />and 4 %/ ¢longitudinally. 1�== � �J 1�=-� �-=JJ l -- -� 4 <br />located at edge of traffic lanes <br />Bent cap required on j�� unless ofherwise permitted by <br />v spans L - l6 /� to 24 the Engineer: <br />f- Dent - - �f D nt Abut ent <br />S �/ ®� Reinforcement continuous through joint. <br />L. L//V V / TUDI N d L EC <br />O A Span (�) D Span — — ®D Span — ®D S on D Spa <br />LONGITUDINAL OR TRANSVERSE1 <br />O A Span — _ _ ©A Span -- ► 6 � /O cant. ©D Span - Edge of slab--,,, ©D S on Q D Span ®cony SLA-8 CONSTRUCTION JOINT <br />an -- Xc Xc � Span <br />� <br />p I ! s <br />- I <br />Xb _ Xb Xb y b <br />F_ Dent <br />f- Abutment f- Bent REINFORCE 'll�iEN T ®%®�' OF SLAB Bent <br />Q A Span ® Spon- ©D Spon ®D Spon — e D pan <br />A Span — ® A Span 6" '/0 Cont. f D Span Edge of slab j f ® Span 0 Sp n - <br />- - E -- - <br />OF <br />_ <br />6// 6// 6// 6 <br />2 "6i l <br />Main slab <br />reinf. _ l0 coat. <br />31 drip groove <br />5 f/ <br />irons verse slab reinf <br />EDO SL <br />DETAIL <br />Curb and railing not shorn <br />lV1CNT- 80770M_ <br />�_ AOtrnent <br />T_ Abutment _ <br />Abutment front face <br />r <br />6� L , <br />r /4 I <br />r f <br />r w <br />r <br />or bars <br />edge of slab <br />top and bottom of slab <br />08 TUSE CORNER DE TA IL <br />lPevl_ Beal x c©lno/y �ifh Me hale o1'C�/�rr�iv <br />I ®/ �® Briage lalar7r71179 <br />SLAB DETAILS -MULTI SPAN <br />LIVE LOADING: NS 20 - 44 and A L TERNA Tl VE <br />- --- — BRIDGE POST DRAWING I SHEET :OJF <br />NO MILE NO. <br />RAW <br />PROJECT ENGINEER ©ATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL D RECOMMENEDY BDATE ' S <br />-- - - - COUNTY F SA N J®AQ U I N PLAN SCALE: PROJECT vv��ily ROAo �R 113�HEET TOTAL <br />NO. SHEETS <br />-- -t ----------------------- -- - - - --- - - <br />%1� NO SCALE DRAWING NO. STATE NO. 29C- 1296 I® <br />T <br />i <br />- s. <br />2 % // Cr <br />Y2' <br />*4 bar, <br />BAR CHAIR DE TA I <br />