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fit' ✓ Obar / 0' '5,fC/Ra7 A -4 <br />om,fled Qefod A <br />J-4./ <br />ch®n9ed OB�n ar�Q <br />,n Sec A -.4 Def f <br />added c]rrro� fo %Z" <br />r✓ <br />7 <br />AWUEO "UDTEJ" ; SttFl <br />"ACIA!` STk L 1XIC [iu I <br />L10J6tTl*UV_ [U.; TAJLA I <br />TIT4 BLOCK. FJkbJ <br />uITr`J . I Iot (Jj j <br />NOrES� <br />S'p/ices in top main bars to be located near center of span. <br />Sp/ices in bottom ma%n bars to be located near bent <br />Spacing of a// transverse burs is measured along roadway . <br />Skew 0® to 20©_ Place all transverse bars parallel to bent. <br />Stop transverse bars 8" from cap. <br />Skew over 20' Place transverse slab bars perpondicular to e bridge. <br />// ,Span deflection is at � between hinge and <br />bent. For slab details not shown see 'Slab Details - <br />Alulti Span" sheet. <br />,BAR SPLICE L ENO rH <br />Bar Size 44 '"5 -#8 ""-7 #_8 #9 h'-10 7t/l <br />All bars? except top bars ®i If " " 'v /J <br />in spans over 28' /8 2 2728 4/ 5/ 57 <br />lop bars %n spans over 26 ' 26" T32" 38" 45" 51" 58" 72" 80" <br />L - Length of Span 28 - <br />rype o f .Span H C <br />Size 11*6 * 9 <br />_C� Length // ®„ 49, 0„ <br />Length 15 -0" 1 - ®„ <br />® u- <br />® Size *7 #7 <br />Ca <br />L ength l0' 0" 8 '-0" <br />4 ' 0„ <br />- --- ` Size_3 9 <br />6% <br />® ® x) Length 25r0" 36' ®„ <br />IV", Size _47 46 <br />Ica <br />® Length 19'0" 20' 0* <br />'ye 5 6# <br />® ` Size �7 J`7 <br />4�1) Length 15=-o" 14' 0 <br />Xf - 6,76- <br />7®= %hockness of Slah 15" <br />U111MG10 dead 10Gd .O2 .O-- <br />deflection 0 � Soon <br />5 pan <br />Iarilila�IV.I,IJI�IJIIdIululll6tyVl9rl,VI�i3711:IIJlldrhdlld;YAhlll,'LI,Jlhuliull616dIJIIInVIII„I�I:IIIJIIII@IIJi J!iB6J111�14;1,illlllirVllllVldllryll <br />B spar? <br />^IST '_'OUNTY R:' ;TE U' T M L I` T' *AL PRO <br />r= <br />O-r E-xp. /-%nge <br />t1,s to F_ ,Bent <br />B' 0 bolts CO 2'0" Ctrs. %n M2" ¢ X 8e "deep <br />recess Re/nove after concrete has set, <br />/� "roc-asured parallel to $_/load ay <br />I <br />L _ 8 L z 2�, G'�t 2`x %" ��ith / „ A " /2 7"x //, <br />_4 �6 asbestos sheet <br />Sian Span L H Span ®� Span �� ������ �� p®olring graphite side down. C ent to %'J Road corners <br />/6 z4-8� Bent p �' <br />FE L�XpC7nS%On%n9G� / �` F� F� �/..-.....i.._...,..... _ <br />�, 4 bar chairs * transversely f. Bent I i F I i i /2 X l - // far / /Jar //� <br />_.. __ .... ! <br />4 �? /8 <br />an /� � long/ t ' <br />/� \. / .\rrA. r A.lot(typ� / <br />I I <br />0/str/button etas/ a l2 ' L _ 11 1 / g �- �/ �/ Bar // x � x/•9` 24 <br />14 Ctrs Stagg top and bcP <br />meas <br />= _ - L _ 4 -- - - ed parallel to_ s- Roadlyoy tack weld /art t <br />Imo^ it <br />..tlT IrOT •, <br />Mo—Ehl•T• <br />a ofl o <br />.t <br />5LI12 L�& L1 _ L14 = � L/4 <br />L L,. <br />H Span c Span , <br />%I' A.IM MBER D1,q6IRAI�I <br />TOTAL SLAB DEFLECTION DUE TO DEAD LOADS <br />The total deflection wi// be reached about 4 years offer <br />false work removal. For valves at time of fa/sework re. -nova/ <br />divide those shown by 4. <br />The amount o f camber for construction will be de f erm„ned <br />by f he Ehg cheer <br />Refer to sht 11*9 for .Span layout- <br />0 <br />I T Y4 <br />lack geld head to /2 \a-- <br />_LONG1,._1_UD1NAL <br />7 .. - ✓ i I I I /�" ¢hale - (typ) `� A <br />anchor ors I I X <br />I I f for bolt <br />8ar ctrs. <br />8 Span <br />( 8 Span Edge of Slab �R ,Span @ O Span - <br />`/® Cont <br />_ T (8 Span _. @H Span— �� Span— OffSpan— OC Span �/o cant <br />AR O L N <br />' 61iiJ II Ji li IIa IIL - i /2°X /neasured ®rape/ t/J <br />- <br />0 6 th ,� <br />_ ► 1 l // Bolts at bat /2 . X / s asbe etas sheet pecking <br />tali! anchor bars. / �� B, <br />/ifs X 3 5/0 <br />tted hole in sand sheet _ <br />Back off nut one full turn and fa/n 3%pack ng. <br />threads after concrete has set. -- Slot xra//e/ with f- Roadway <br />r <br />f- Bent <br />// Span <br />/O cont OH Span <br />, <br />I z •. <br />I -- <br />I <br />. _ <br />PROJECT ENGINEER DATE <br />SECRON A ®A <br /><9 i ! Fcbricate in 14' tnGx. lengths. Place joints where transverse deck slope <br />than es and at ' <br />g edge of lane. +�alvan/ze after fabr/catlon. <br />tT <br />- Exp hinge <br />-- - -`- -' - NOTE <br />// _ All anchor bars shall be � <br />_ ® Span ®C Span — (�C ,Span Edge of Slab /0 cont t <br />- �a placed parallel to roadway <br />- _ ... <br />i v / 2 E c, ' <br />Wdl,I <br />_ .��'�%s'�li r� Caio/y C-V/,1�i Me <br />r rir��e 1P/V7Z7;19 Rain AISIQW �,�1�rt�te/ . �GJ�y / 971-14 _ <br />I � <br />PA R % P A <br />— Bent X Edith skew <br />_ --- <br />, _ - _. AILS- HINGE A_-_ <br />.-Z. <br />REI_ - t- .._ ..:. /!� . �.,.�A � SSA ��i <br />. . S 20- 44 and A -.. _... 6 <br />LIVE . ldlG IH <br />rEfW ® V� _ <br />BR,OGE POST OR <br />CHECKED BY <br />f Bent <br />®C Span <br />DAME I SUBMITTED BY <br />R <br />AWI <br />NG <br />a I k <br />N ® <br />t srf i r E <br />NO. <br />Mw <br />n <br />I <br />DATE APPROVAL RECOMMENDED BY DACE - PLAN SCALE* PROJECT DUST/N ROAD BR 1136 SHEET TOTAL <br />COUNTY (� �' SA N J ®AQ U I N No ScAL � DRAWING NO. 'SHEETS <br />��� �.-� ��.- �z� WING N ®. <br />_ . <br />S�A1�E N® 29C 129 / <br />0 <br />J <br />