Laserfiche WebLink
B <br />YP.1Ap <br />e e <br />LIYMM. ABTIEQ N Y <br />E GHS NNTL1 <br />CURVED PLATE <br />P]NTLE (TYP. <br />Rao NrwR <br />I FI <br />PIER <br />ELASTOMERIC <br />BEARING PAD <br />SECTION X-X <br />SEAM <br />IZE <br />MN45 <br />* * EOUAL DISTANCE <br />FOR <br />ANCHOR Roos GNP., <br />ASSEMBLY <br />MBL <br />NTLE <br />t RII'VI T <br />BEVEL <br />CURVED PLATE JO <br />FARING PLATE <br />BEARNG PLATE J )///(/ <((</s, <br />Di LASTO C BE \ " <br />P OMERIC REAPING R <br />P. %H D 2 _ B WELDED BAR PAD <br />%s 2-6 <br />r X SECTION Y-Y <br />SN SHAPE NTH. <br />HAPES SIMILAR, CURVED PLATE <br />RING <br />f//r AeOP OFF Pi <br />`, �SEAi <br />BEARING PAD <br />SIZE <br />BID <br />JN/ 24'/ yel/ <br />SHAPE <br />FACT. <br />8.0 <br />ELASIOMERIC <br />BEARING PAD <br />SIDE ELEVATION <br />ANCHOR RODS NOT SHOWN <br />TABLE <br />SIZE <br />F <br />14" 38" l�/z' <br />NOTES: .41. <br />R. MATERIALS AND PAD CONSTRUCT1ON <br />PER <br />EC <br />PROVIDE STEEL PLATES PER SPEC. 330G <br />PROVIDE ANCHORRODSPER SPEC.... ZSPEC <br />3PROVIDE EINILES PER SPEC 3306. <br />GALVANIZE STRUCTURAL STEEL BEARING ASSEMBLY AFTER FABRICATION PER SPEC 3364, EXCEPT AS NO1ED. <br />PAYMENT FOR BEARING ASSEMBLY INCLUDES ALL MATERIAL ON <br />DETAIL <br />THIS <br />CURVED PLATE <br />SIZE <br />I <br />ANCHOR Ro <br />oOFFSET (2) M <br />0 <br />Iv," DA. <br />ANCHOR ROD <br />DETAIL <br />HEIGHT <br />O]N THEMIN <br />NTABLE U THE MAX. UNLESS <br />IS 2A".TOINISH TOED <br />MICRO250 Ss of E PLATE <br />MAY Be LESS THAN SHOWN, <br />0" DENOTES OFFSET O AS SHOWN. <br />SHOWN PERIMETER OF BEARINGPAD. BARLENGTH O NBEAM. E AROUND <br />1S 2" LESS THAN <br />ADJACENT PAD MMENSION.GENTERED ON PAD CENTERLINE <br />OF BAR TO EDGE OF PAD DIMENSION <br />STATE OF MINNESOTA <br />CURVED PLATE BEARING ASSEMBLY <br />eRESTRESSED CONCRETE BEAMS, <br />®BOLTON <br />& MENK <br />DESIGN DATA: <br />MAXIMUM HORIZONTAL LOAD IS <br />TO MPS FOR 1.' PINTLES <br />REVISED DETAIL NO <br />11-06-2013 <br />Ol 05 20]T <br />8310 <br />ENGINEER SIGNATURE P <br />CLR. <br />ITYP, <br />%z' <br />B B I yd. <br />ISYM . Y �/—I/N DIAJHANDLING HOLE <br />IPSSEEEMDLNG <br />1 ��I 441 <br />-BEARING PLATE <br />HOLE FOR <br />NTLE <br />PCURVED PPAIE <br />I EI <br />NOTES: <br />CURVED PLATE <br />NNTLE IT rP.I <br />BEARING PLATE <br />TOP OF <br />BREDGE <br />TOP OF PA J <br />TYPE 2'K <br />22 <br />rX <br />EL ASTOMER1C <br />BEARING PAD I BEARING PAD <br />SECTION X-X <br />LOCAIION <br />PIER <br />BITE BE ARINc PAD <br />SIZE <br />MN 45 l2'/ 24'/ 2%iB <br />PLATES <br />NAO. THICK. <br />vd' <br />SIDE ELEVATION <br />TABLE <br />LAMINATES 1HCTBE <br />NO. THICK. <br />3 %e8.0 <br />PROVIDE ELASTOMERIC MATERIALS AND PAD CONSTRUCTNN <br />PER SPEC.3741. <br />PROVIDE 51E. PLATES PER SPEC 3306. <br />PROVIDE PINTLES PER SPEC 3306 <br />GALVANIZESTRUCTURAL STEEL BEANE° ASSEMBLY AFTER <br />FABNCATION <br />EXCEP1 AS NOTED PAYMENT FOR BEARING ASSEMBLY INCLUDES ALL MATERIAL ON <br />TH. DETAIL. <br />STAR¢ BRIDGE E <br />l%z' MA. P1NTLE <br />REENG FIT, <br />DY( BEVEL <br />CURVED PLATE 0 <br />BEARING PLATE <br />ELASTOMERIC <br />WELDED BAR nvp) <br />04 <br />SECTION Y- <br />BEAMNG PLATE <br />C SE EF <br />EEL PLATES <br />0 <br />1/4' ALL SIDES <br />SECTION THROUGH <br />ELASTOMERIC BEARING PAD <br />CURVED PLATE <br />SHE J <br />4'/2 <br />'/ 26'/ 1�/' <br />L HT <br />5/a" <br />OTH <br />IN HE TABLE. <br />250 MICRO. THE FINISHED TH]CKNESS OF THE PLATE <br />MAY BE yis' LESS THAN SHOWN. <br />0 D0 NOT GALVAN]ZE THESE PLATES. <br />3O THE TOTAL THICKNESS SHOWN ]NCLUDES THE STEEL PLATES. <br />x BM BAR 1NSTALLED O PERIMETEROUND <br />NAPLATEMNG OF BEARING PAD.BARLENGTH ]S2'"RLESS THAN <br />ADJACENT PAD DIMENSION, <br />DIMENSION 0 CENTERLINE <br />O OF BAR TO EDGE OF P = %z'. <br />DESIGN DATA: <br />MAXIMUM HORIZONTAL LOAD ]S <br />TO K]PS FOR I%.L" ]NTLES <br />STA. OF MINNESOIA REV1SED DETAIL NO <br />DEPARTMENT OF IRANSPORTATION 11-03-2015 <br />CURVED PLATE BEARING ASSEMBLY <br />(PRESTRESSED CONCRETE BEAMS, <br />B-DETAILS <br />8311 <br />PPS.A.P.199-010 -012 'TRIDGE NO. <br />(SHEET NO. 87 OF 99 SHEETS 02053 <br />