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t <br />.:•3. -' f. '. .t . %t i y i .. - £' . - - #` x yy, • ,!�'. 'R�]'��j.Y,•`.'wS ,a�'�15£c .,. ? . T,. ^ , r� . ✓a • t + ' �i.�`,f.i',- r«. . !- <br />�� .%-,�y <br />� <br />♦ E{\ �i „ t r X - u''�' .;.•L .: y.... .x , +wtry. "`,e"''�`iti '•`f . <br />� � - S � � � <br />µ.. <br />'�R'f <br />'. <br />1��,i� l <br />W <br />l e * T � ' •%!� <br />Abutment---,. See bent c-ap details for re%nlercement 6 "- Stop tronsverse slab reinf. when <br />Bent skew is 20, <br />or less. <br />2cI '04 18 <br />r <br />. A. <br />�*54 bar chairs (d 3.± transvers/y /2 2 distribution steel c/. <br />and 4%2 / f longitudinally <br />LONG/TUD/NAL SECT/ON <br />�� <br />BAR SPL ICE LENGTH <br />Bar S%ze #4 #5 #6 * 7 * 8 1'9 #/0 #// <br />A// boys, except top bars 23" 28" 34" 39" 45" 68/' 76" 85" <br />%n spans over 26' <br />Top bars in spans over 26' 23" 28" 34" 53" 60" 77" 97" /20" <br />REINFORCEMENT NOTES <br />Cop reinforcement <br />Cap stirrups <br />Place parallel to <br />m in l b r f <br />2%2 u 4 <br />BAR CHAIR DETA/L <br />#4&/8 <br />Main slab <br />reinforcement <br />f « <br />+ K <br />Curb and railing not shown <br />6// 6N 6//2 " cl. <br />6N <br />Transverse <br />is <br />slab re'%nf. <br />MOin slab reinf. <br />• -• -- -*/O cont Total 4 <br />3/'/drip groove <br />EDGE OF SLAB DETAIL <br />, <br />ON <br />Spaces in top main hors robe located near center of span. O s o ern . <br />Splices %n bottom main bars to be locoted near bent. Note: View for main span over 24'. <br />Spacing of all transverse bars IS measured along roadway. Bar placement similar for spans under 24 <br />Skew 0 ° to 20 ° Place a// transverse bars parallel to bent. <br />Skew over 20 { : Place transverse slob hors perpendicular to _ TOP SLAB REINFORCEMENT A T BENT { <br />bridge. See details at right and below, o <br />• . (Skew over 20 i <br />GENERAL NOTES <br />DESIGN; A.A.S.H.O. dated 1973 with revisions and as supplemented <br />nt 5 (a /Z by BRIDGE PLANNING AND DESIGN MANUAL. <br />distribution reinforcement LIVE LOADING; HS20-44 and alternative I <br />Cop reinforcement REINFORCED CONCRETE; f s = 24,000 psi, except I <br />p rr ps . P a <br />= 20,000 psi in stirrups <br />st <br />pr en iulrt pot. <br />-Cap stirrups fc = 1,300 psi � <br />PIOC oral/el to n = 10 <br />ep � <br />-...- 1 <br />main slob reinf. <br />i <br />ditrb tin ei o e et — - <br />�' Main slab <br />.`reinforcement <br />BIUDGE DEPAKTMEKT STATE OF CALIFORNIA <br />DESIGN SECTION 1 0 / 70 BUSINESS AND TRANSPORTATION AGENCY <br />FLUSH CAP DEPARTMENT OF PUBLIC WORKS i <br />DIVISION OF HIGHWAYS <br />P secliO" DATE OF RE I//S/ON 1 (� <br />MAY /97/ <br />DESIGN If <br />BOTTOM SLAB REINFORCEMENT AT BENT DETAIL r , <br />cbs"- _ SLAB REINFORCEMENT DETAIL�l i <br />- .( -r <br />.F''? 't. ^r t •.( ::'tn #. <br />_ L _ a�/NT TIES <br />r _ .. j, <br />�ty r <br />.v. <br />rJr 4 A <br />'7 J <br />r ♦v' Y v,• .�.. <br />.y 5' r .n <br />4 ''•_i: S A• a 2` 0. S <br />i A` T•s'tom y _ <br />_ .t i tea'. :'^e _ '4• - <br />t �'�: mr + YY' .� <br />�w^ <br />rr <br />s.`If , <br />- ,.._ _ - .fie - — <br />_ <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVALRECOMMY`DATE -I II - -- A- SHEETyTOTAL` 4 <br />k= <br />PLAN SCALE I = PROJECT JACK TONE ROAC? No. SHEETS <br />01 r COUNTY OF SAN JOAQU N <br />�G .. BRIDGE No. 1683 1 6 8 <br />TAM � STATE NO. 29C-288 <br />I�;�A'.'V�i� tiEF r NO, t <br />I , <br />