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Reinforcement continuous Ihru joint Cons1jt norlml to diaphragm <br />8 x 6.0 , total 4. Place against stirrups. 4 9 x 5 O 01 to, <br />/6 equally spaced. <br />e4 <br />Co nst. j1in slob porn/le/ to reinf. Cons1it. normal to cop. <br />` See Detail J-22 \ <br />IM 1 <br />J 3/* key �-� . ►� r.IN. <br />4" _ - 8 cont <br />O See Del. ✓ 20 <br />I <br />Const. Jt. <br />Stem <br />4 O� o -See Detail J-20 <br />Stop horizontal bars 0.2 Span length to J bent <br />2'* from diagonal bars . For option/ /ocotlon, See "Placing Olag Qm. " <br />d <br />Reinforcement continuous <br />Ihru joint. <br />TRANSVERSE GIRDER CONSTRUCT/ON XINTS <br />04•TAIL J•3 <br />Bend to clear - <br />Reinf. of hinge. <br />Flare length <br />If Suppo✓t --5� <br />4 Fillets in acute., <br />corners If skew /s <br />200 or more. <br />Ck <br />-2 - *8 Cont. <br />T <br />-T C 2- *5C00 (as required <br />- (See 6�lcol Section - <br />It-2 - L•3 <br />GIRDER WEB REINFORcEMEN T <br />DETA /L J - l <br />R D Ff] deno.0 girder width in inches. <br />Where the increase in stem width due to flare of the <br />support is not more than 2 //2 on O side, the stirrups <br />may a// be a constant width. /n this case the stirrup <br />Girder width shall be determined by the minimum stem width, <br />and the clearance from face of concrete 1d stirrup <br />Will vory throughout the flare. <br />Slab 3/" key <br />IWI <br />Kim <br />KIWI # ''^ 5 /2 ± X 6' 0" <br />between girders <br />Typ/co/ slab Const joint <br />reinf. <br />DE TA IL DETAIL <br />J- 20 .1-22 010phrogm vertical a <br />or normo/ to deck �. <br />1 <br />grade. — - -- — <br />Straight surface joint ` ` 5@ /2 max <br />Keys /2 "' x / %2" over. Reinforcement continuous i ♦ _ ,y <br />50 % of area Ihru joint. 314 " #6 U - 5 CD/5 U <br />1--Stop key 3"from 4-*8 x 5� O"/o1. 8 for O'or wider diophrogms �. <br />exposed surfaces. at mid height of diaphragm. No additional 1 � <br />reinf read for thinner diaphragms. I 1 �p <br />I <br />CAP DIAPHRAGMS I • <br />LONGITUDINAL CONSTRUCTION JOINTS <br />s If Brg. <br />DETAIL J-4 <br />IW <br />_ r _ X /N Girder <br />TYPICAL GIRDER FLARE DIAGRAM <br />ROM / t14 " min. <br />�-- Cl //4"Edger finish <br />� <br />2 r •� C`� �s T <br />Abut. No. / Abut No. 2 <br />T / T T <br />Span No. / I Span No. 2 � <br />Abut. No. / Bent No. 2 Abut. No 3 <br />Abut. too. / <br />U <br />Span No. <br />I <br />Bent No. 2 <br />�o. 2 <br />Abut. No. 3 <br />DECK SLA8 <br />LONGIrUDINAL CONSrRUCTION/ <br />Note:. . . ♦ ♦ ♦n joints in slob, if required, <br />are :♦ at :♦♦: of traffic lanes except as <br />approved <br />...............: <br />smooth sidedown <br />f: •r.•.r•.::•::.•.•...s•: <br />InsulatIng board <br />DETAIL M-/ <br />4 /�9 <br />DETAIL D-I <br />Slab <br />i <br />Cons/ join/ <br />6" <br />.1q"Or%p groove <br />PART SECTION <br />EXTER/OR GIRDER <br />If <br />Detail W-/ �'- /" clear <br />SEMON C-C 6" 6" <br />Center in <br />Center In ccncrete section <br />concrete section.- ' - O' , T . ,�,� .... ........ .. .... .... <br />MOW <br />/18" Strip. Width of strip to _02I • Woterslop to hove 5 or L., 7 F . f A, <br />form an approx. half -circle / " more pairs of raised ribs T ?rrr <br />i8 min. she/f � to rovide O. / s /n min.and provide fo/ //2" depth p p q• Spore No. / Spore tity. 2ore �,b 3 Spore lib 4 Spore No. 5 <br />Of Sea/ant. _ EXp j1. filler o � rib cross-section area on each Abut No. / nt <br />DETA /L L -/ +I �: half of the wotersto Height 8e No. 2 Bent No. 3 Bent No. 4 Beat /Na 5 Abut. No . 6 <br />Bulb height /" when " �o of ribs to be 3/ "min . TEE BEAM SUPERSTRUCTURE PLACING A <br />joint filler /s / thick 2 min /1" mi y 32 NG DIAGRAM <br />GRA M <br />8 n 1h/ckn ess v, Numbers / and indicate se or less. Furnish 2 "bulb %",nn, © sequence of placing girder stem concrete when each section <br />height when joint filler Sea/ between v constitutes a separate pour. /� and Z sections may be placed in one continuous pour, progressing from <br />exceeds / thickness.--- fi _9n�kTerslop. <br />3 bar -_ y� -1 * rod. <br />NA/L/NG STRIP Holes will be permitled in the outer <br />3 it of the web for wire, rings, etc. Tie web to 3 <br />bar reinforcing bars of /2"max. intervals to <br />support the waterstop in proper position <br />DETA IL W-/ during concrete plocement . Alternative <br />detail may be submitted for approval of <br />SEALED DECK JOINT the Engineer. <br />b <br />FILE NAME DR _ ERII III <br />[ M[_ME_�J <br />one end, providing U/ sections are placed on either side of the 2U sections which are placed during this pour. <br />Top slob concrete © may be placed seporote/y from and (Z. © may be <br />placed con/inuous/y or in parts os approved by the Engineer, providing no transverse construction <br />joints roll within the Z areas . <br />T = %5 span length <br />U = 114 span length <br />t <br />No deviations from the above may be made unless approved by the Engineer, <br />�,. Woterstop at deck expansion <br />Joint. Bend Into railing on <br />--4- - low side only . —�- - <br />DECK AND SIDEWALK ✓O/NTS <br />DETAIL C-1- <br />STATE NO. 29C-212 <br />Stote of Colifornio <br />THE RECLAMATION BOARD <br />MORMON SLOUGH FLOOD CONTROL PROJECT <br />COUNTY os SAN JOAQUI N <br />COPPiQOPOLI3 ROOD BRIDGE AT MOAMON SLOUG14 <br />NO.I101 <br />AS BUILT PLANS T - BEAM DETAILS 41 <br />PREPARED: DOT[: APPROVED: R.E. t6791 <br />JUN 13ES <br />Constr. Eng'r. /� . <br />SUdMI EO: R. [. 12231 �OW�QD S. u1TC OC . ASST. C1ilti EIJGR- <br />,)r <br />G _ <br />C. i0 SOW . ASSOC. ENGR. W. Q TIt. 2.999 S <br />a.7 <br />REVISION DATE DESCRIPTION BY All 0RECOMMENDED: R. E. 8399 <br />cow► IIIK FIELD eK c of It. FILE SCALE — ,� OF <br />ill ; <br />MAP <br />I C.. 061 D S� IbN . C01JSTi EN <br />