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LrLength of qpan <br />rype of Soon A <br />8 0 <br />Length <br />7 <br />Length <br />0 <br />7'- 0 <br />�I Length <br />7! 0 <br />k —. - - - -- - - — — --- 7 <br />Size 7 <br />Length ZYG!, <br />-1 Size -tat 9 7 <br />Length 2- 0- 0 17.0" <br />S/Ze 7 7 <br />'Length <br />00 Xf 6'oil <br />rxthickness Of Slab <br />NOrES: <br />For slab details not shown refer to "Slab Rainfocon7ent Details sheet. <br />4 <br />Span 0 Span 0 Span <br />A <br />Z <br />Sian I OG 0 Span <br />1 <br />g <br />A SPG 6 `/0 cont. Edge of slab 0 Span- <br />Span <br />F_ Xb <br />XEINFORCEIVENir-IrOP OF SLAB fAbutment <br />0 rlAn San— f- Sent 'e-)o Span— <br />A == 0.02 <br />® 0, 04- <br />o.02 <br />Iq <br />111�1 <br />IF <br />_XN <br />L =2-1 0 <br />orl L =Z9"-O" Qq�) <br />L '2W-0" <br />CAM80Y DIAGRAM <br />TOTAL SLAB <br />DEFLECTION DUE TO <br />DEAD LOADS <br />The total deflection will be reached about <br />4years after <br />/a/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 />. "o - . . ­­- _ .. <br />:t <br />Note: rronsverse joints, if usd, <br />to be located at i4 point of SAVn,_ <br />and longitudinal joint to be <br />located at edge of traffic lanes <br />4 <br />unless otherwise permitted by <br />the Engineer. <br />\Reinforcement continuous through joint. <br />LDING/ 1VOINAL OR MA NS VERSE <br />SLA 8 CONSTRUCRON JOINr <br />f A butment <br />Abutment front face <br />Null V <br />Span r- LUF U MUJ'4 <br />'a <br />01 -dge Of slob <br />of 8 Sp G n — -*/0 cont Q)o ,Span— (,;Z) 0 Span- AS' 8 U I L <br />A Sp 6 A Span- - *)7 _x . <br />a <br />C RRECTIONS 13y._ *P <br />g9, edge -of slab <br />K- 0- CHANGES <br />v� <br />MM top and. bottom of slab <br />087-USE CORNER DE rA -IL <br />7�1 <br />m <br />Xf 10/.10 <br />• 44 Te- OF RF111S110 <br />MAY 1.971 <br />_N 80 1 T <br />OM OF SLAB <br />REINFORCE114 I.: <br />SLAB DETAILS- 3 S PA, <br />N$ <br />_ A�r, <br />I iVr 14 a, 7 d A L IWMA rl V, F <br />lqA ,p1N 20 <br />A Mpt JI <br />t <br />M <br />marMm <br />ET IOTAL <br />PROJECT ENGINEER DATE A !.IPPROVAL RECOMAFENCED V DArE PROJECT ELLIOTT ROAD BR <br />CHECKE0 BY OAT 11 SIAMITT1113 0 D 'It <br />1157 <br />NO. SHEETS <br />1121 .-771i J_ leadk 1 �711ZI77 COUN'ry OF SAN JOAQUIN <br />712, DRAWINNO. 51 G 8 <br />7 <br />STATE NO. 29C-230 <br />il If if KIA W k <br />I <br />n <br />