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%z'D]BA.HOLE <br />HANouNG <br />FULL STIFFENERS <br />ARE REQUIRED <br />BrOTT OM <br />SOLE PLATE <br />CURVED PLATE <br />BEARING PLATE <br />BEARING PAD h— YL BEA <br />SECTION X-X <br />LOCAIION <br />PIER 6 <br />NOTES: <br />SPEC. 5741. <br />BEAM FLANGE <br />BEAM R]NG EP PP D BSE <br />WIDIN A <br />NO. L THICK. <br />BEARING ASSEMBLY <br />SOLE PLAIE <br />CURVED PLATE <br />BEAMNG PLATE <br />BEARING RAD <br />]y:"D A.HDLE FOR 1,z"3 A.R. ILE <br />BOTTOM FLANGE OF BE M, <br />SOLE PLATE CO <br />i CURVED PLATE <br />.!BEARING PLATE <br />BEAM <br />BRIDGE sEAT <br />L X <br />SIDE ELEVATION <br />TABLE <br />I %d' 6.8 10^ <br />PROVIDE LPLATES BE3306 EXCEPT THE SOLE <br />PLATE <br />PROVIDE SOLE PLATEWITH THE SAMEMATERIAL SPECIFICATION <br />AS THE STEEL BEAMS. <br />PROVIDE PINILES PER SPEC.3309. <br />GALVAN]ZE STRUCTURAL STEEL BEARING ASSEMBLY AFTER <br />FABRICATION PER SPEC.3394, EXCEPT AS NOTED. <br />TH PAYMENT ;OR BEAWING ASSEMBLY GHE SOLE RUCNURPDLEST SOLCLUS ALL MATERI AL ON <br />w ESTATE BRIDGE R <br />IfivP.E OBAR <br />SECTION Y-Y <br />ENLARGED BEARING ASSEMBLY <br />SECTION THROUGH <br />BEARING PAD <br />CURVED PLATE <br />SIZE <br />R ) <br />SOLBIBIAT <br />o �/0) PDIA <br />I© THE <br />RADIUS IS <br />6 UNLESS B SPECIFIED 1N THE TABLE.THE MAX1RAD1US15 24'EFINISHIO 250 MICRO. <br />THE FINISHED THICKNESS OF THE PLATE MAY BE v,s' LESS <br />THAN SHOWN. <br />©2 WHEN <br />THICKNESS <br />OF SOLE PLATE AND BEARING ASSEMBLY AT CENTERL]NE <br />OF G <br />© THE TOTAL THICKNESS SHOWN INCLUDES THE STEEL PLATES. <br />CDC NDT °ALVAN.: THIS PLATE <br />©PERIMETERX e' BAR INSTALLED ON BEAR] G LATE AROUND <br />LENGTH ]S 2" LESS THAN <br />ADJACENT PAD DIMENSION, CENTERED ON PAD. CENTERLINE <br />OF BAR ID :DOE OF PAD DIMENS]ON = /z'. <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORIAT]ON <br />CURVED PLATE BEARING ASSEMBLY <br />(STEEL BEAMS, <br />DESIGN DATA: <br />MAXIMUM HORIZONTAL LOAD 15 <br />70 MPS IH]CKNESS IS MM LE PLPIE <br />REVISED DETAIL NO <br />06-10-2006 <br />12-IT-2008 <br />B355 <br />:i® BOLTON <br />& MINK m Km <br />1G416" <br />DIAPHRAGM LENGTH .1 <br />Vd <br />MIN <br />FASCIA BEAM <br />BEAM <br />FILLET FLANGES FLUSH <br />WEB <br />BEVEL SKEWBEARING ED ER <br />PLATE TO WEB <br />SECTION C-C <br />SKEWS TO 301 MAX. <br />/e OMITSON BEAMS <br />30" AND UNDER. <br />LENGTH <br />L <br />INTERIOR BEAM <br />111GHT FIT, <br />WELD BOTH S1DES. <br />X4," SHEAR STUDS <br />IPIER 6 ENB O]APHRAGM 01101 <br />EL 70 ELD BOTH SIDES <br />BE <br />STIFFENER PLATE <br />1%z' R. IMIN.1 <br />END EllAPH <br />BEARING STIFFENER <br />SECTION C-C <br />MODIFIED TOHIR=TE DETNLS ARE APPLICABLE <br />SHEAR STUDS Al PIER 6 END DIAPHRAGM ONLY. <br />APPROVED MARCH 26, 20D9 <br />STATE BR1DGE EN <br />oas„o.,F EEPiioi,„E 1s .,I L o. mxxEsa.n <br />ENGINEER SIGNATURE P <br />SKEWS OVER 301 TO 60" <br />STATE OF M1NNESOTA <br />DEPARTMENT OF IRANSPORTATION <br />B-DETAILS <br />BOLTED DIAPHRAGMS <br />1FOR STEEL BEAMS, <br />SECTION B-B <br />NOTES: <br />PROVIDE STRUCTURAL STEEL PER SPEC. 3309. <br />©USE SAME SHEAR STUD HEIGHT AS USED <br />ON THE BEAMS. <br />© SEE FRAMING PLAN FOR SIZE OF DIAPHRAGM. <br />© FOR PLATE GIRDER B.PROVIDE END DIAPHRAGMS <br />PT LEP ST %i HE EPM HEIGHT. <br />©4 DIAPHRAGMS MAY BE PLACED L€VEL. <br />PROVIDED MINIMUM CLEARANCES PRE MET <br />O MILL TO BEAR FOR BEARING STIFFENERS. <br />REV]SED DETAIL ND. <br />01-05-201T <br />B402 <br />MODIFIED <br />PPS.A.P.199-010 -012 'IRIDGE N0. <br />SHEET N0. 88 OF 99 SHEETS 02053 <br />