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See Abutment details for reinforcement <br />Abu11nen1-_,,,j See bent cop, delialls for reinforcermn _.6 Stop transverse slab reinf when <br />'I Bent skew is 201 cr less. <br />2 c1r. Add for Corrosion Proleclibn ( 194 /8 <br />80-/ <br />1-2 <br />*_/ %89 /V, <br />c1r <br />'45 Distribulion Sleel <br />4 Bor chat?s J'_t transversely <br />and 4�12± longitudinally <br />Lj <br />L ONGI rUDINA L SEC rION <br />BAR SPL ICE L ENGTH <br />Bar SX?e *4 *5 *6 7 * 8 -*9 `/0 <br />A// bars. except top bars <br />/�7 spans over 24 2j" 28* 34" 39" 4,5'1 681' 761# 85# <br />Too bars in spans over 24' 2j* 28" J4" 53" 60" 77" 97m 12011 <br />REWFORCEMENT NOrES -@ <br />Splices. h? lop main bars * to be located near center of spon. <br />Splices /�7 bollom Inalh bars lo -be located near benl. <br />Socch7g of all Iransverse bars is measured along C roadway. <br />SA-ew 00 to 201 Place all transverse bars parallel lo bent. <br />Skew,over 200 PIGCO transverse sIGb bars perpendiculdr to <br />brIdge. See details at right and below. <br />12 <br />d1stribullon reinforcel-nent <br />FILE NO. XS 12-55 <br />DRAWING <br />DATE <br />/86 <br />DS 050 2147A (CADO 4/89) <br />MGin sIGb reinforcement <br />Cap stirrups. P/Oce <br />perpendicular to C support. <br />C===Z, V - <br />CaDrein&vc&rn&n1 <br />(k <br />OIST. COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 !S�T, 45, <br />% ESSI <br />REGISTERED ENGINEER CIVIL ENNIS O.PECCHIAI WA <br />'A I <br />Curb ond railing not shown N,, 32049 <br />Exp. 12/31/96 <br />CIVIL <br />lay 15 nsi <br />I <br />6" 6 6" C A %U- <br />4117� <br />2 c/. PLANS 'APPqOVAL�OATE <br />ta4 .0 <br />Transverse <br />slab reint. <br />bar <br />4 <br />/0 con t Total 4 <br />fth7 slab trinf. <br />31411drl;O groove <br />RECOFID DRAWING <br />SAR CHAIR DErAlL EDGE OF SL A B DE TA IL corlections By <br />No C harqes F3 <br />Date <br />_T <br />Ary Person Us' 'rig .is llr;:twing Should Verify <br />All �Infofinafirw By -iho- Site rjfvvcir� <br />.- 7�4 (d /8 1 <br />I <br />Note - Vlew lor Inaln spon over 24 <br />SGr placement s1mllar for spons under 24 <br />TOP SLAB REINFORCEMENT A <br />Main SIGb <br />r lnrbrcemenr_4_�� <br />,N <br />FL USH CA P <br />DROPPED CA P <br />BOrrON SLAB REINFORCEMENT AT BENT <br />- Main slab <br />relMorcement <br />T BENT <br />11 5 (d ze <br />distribution reinlorcement <br />i; 1 11 , <br />i!��j - 19 � 4 Cao reInforcement <br />I rp ,,W�Cop sll?rups. Place parallel 0, <br />p:1 main slab r6*lnf andSpaCe <br />along C of bent. <br />S <br />GENERAL NOTES <br />LOAD FACTOR DESIGN <br />DESIGN: BRIDGE DESIGN SPECIFICATIONS <br />(1983 AASHTO with Interims and Revisions by CALTRANS) <br />DEAD LOAD: Includes 35 psf for future wearing surface. <br />LIVE LOADING: HS20-44 and alternative and permit design load. <br />REINFORCED CONCRETE: f y = 60,000 psi <br />Cc - 3,250 psi <br />n - 9 <br />STANDARD DRAWING <br />STATE OF BRIDGE NO. <br />DESIGN By CHECKED APPR VAL RECOYMENDEO aY DIVISION OF STRUCTURES BACON I SLAND. ROAD BR I DGE AT M I DDLE R I VER <br />L. Y. Lee T Fnrnnn <br />ay CHECKEO ;i!!oo <br />DETAILS &W2efZ- CALIFORNIA <br />..Donna Collins T_ Fqrngn "'XDE S" GN"11,116`iUPERVISOR POST MILE <br />SU . BMITTEW-BY R. S. Watanabe OEPARTMENT OF TRANSPORTATION STRUCTURE DESIGN SLAB REINFORCEMENT DF-TAII <br />ORIGINAL SCALE IN INCHES CU REVISION OATES (PRELIMINARY STAGE ONLY) <br />FOR REDUCED PLANS DISREGARD PRINTS BEARING SHEE T OF <br />0 2 3 EA EARLIER REVISION OATES 10,tt I I I I I <br />1411 _L____ -_ I- I -_ I L 1 -1 -_ <br />----------------------------------- T --------------- I <br />-------------------- j -------------------------- <br />