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Abutment-� See bent (.-Gp details for reinforcelmnt Bent Stop transverse slab reinf when <br />s/rew is 20® or less. <br />2Jc%4 /S <br />1r <br />• . . • . • • !• 4 • • <br />„ <br />I � <br />14 bar ch&rs g .3 -t transvers/y ��= _ - _ _�� /2 2 c/. <br />and 4%, t longitudinally distribution etas/ <br />BAR SPL ICE L ENGrH <br />-- Bar S%ze - *4 *5 *6 i 6 *9 /0 <br />All bars., except top bars - - - /. // ; /' m3 <br />in spans over 26' 23 2 J4 � ..45 6S %� 8 5' <br />/f� /f AI // J/ ,.� JJ jr <br />bars in spans over 26 �2e3" 2S ' 3 6� %. 9i /20 <br />REINFORCEMEV r NOrES <br />Splices %n top main bars to be located near center of s/vn . <br />Sp/ices %n bottom main bars to be located near bent. <br />SpIccing of all transverse bars Is measured along f roadway. <br />Skew 0 ® to 20 ®: Place al/ transverse bars parallel to bent. <br />Skew over 20®: Place transverse slab bars perpendicular to <br />bridge. See details at right and below. <br />5 C9 /2 <br />distribution re%nforcerrnentil- - - <br />- <br />PROJECT ENGINEER I DATE CHECKED BY <br />•0 <br />Main slab reinforcement <br />Cap stirrups. Place <br />perpendicular to 4C support. <br />y <br />Cap reinfarcelnent <br />I-j4/I <br />�-T 4 bar <br />y Ma/n slob <br />reinforcement <br />DIST I COUNTY I ROUTE POST MILES ---TOTAL PROJECT EwEtT Toyi� <br />No I LwERT/ <br />I <br />Curb and railing not shown <br />6 B/ �.► 6®/ N <br />i 2 cl. <br />I � <br />rronsverse ' <br />slab reinf <br />/0 Cont. rota/ 4. <br />Main slab reinf ___-- _-- __-- <br />'5/ drip groove <br />Cop stirrups <br />Face parallel to <br />main slob re%nf. <br />Note: View for main spon over 24 <br />Bar placement similar for spans under 241 <br />roP SLAB INFoRc MENr A % l'91/r . <br />Mew over 20 °) <br />GENERAL NOTES <br />DESIGN; A . A . S . H . 0 . dated 197.E with revisions and as supplemented <br />by BRIDGE PLANNING AND DESIGN MANUAL. <br />distribution reinforcement . <br />LIVE LOADING; HS20-44 and alternative <br />� Cop reinforcement REINFORCED CONCRETE; fs = 24,000 psi, except �.—.. <br />= 20,000 psi in stirrups <br />CaO S" tirrups f c = 1,300 psi <br />Place parallel to n = 10 <br />main slob re%nf. <br />Main slab <br />reinforcement <br />orroM SLAB REINFORCEMEN;r Ar BENr <br />(Skew Oyer 20°) <br />DATE SUBMITTED BY DATE APPROVAL. RECOMMENDED BY DATE ------------- � PLAN SCALE ICOUNTY OF SAN JOAQUIN <br />" = <br />E ME DUAWNUff <br />DESIGN SECTION <br />moo, <br />fZ��&2iP� 4 <br />C KTAI LS at <br />