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FILLER <br />F07- <br />SEE <br />ORSEE 7 <br />CONST %01-1 %M <br />FOR DETFlIL Of EXPANSION .Y�INT <br />-_i—tzemuNG WEST ABUT.P1ELL 1LESEFILLSNL-EA6T <br />7S' -O" _ 80' O" <br />11 ,� <br />q" _ 16 <br />�,w y <br />I M1 r <br />E STT�LYyE.B_—� I � x <br />Er <br />TOP 'A' <br />Z <br />I <br />"c SfL'N fi_— II <br />1 <br />LUBRICATED <br />BRONZE P_ <br />LONGITUDINAL SECTION <br />7" FOR L.00.RTio" OE7:.1'_S OF STSUN[ ELL <br />I'LIC.ee cA�ERP�3,TEs SEE x-27395�A-27396 <br />3 3y SECTION iS PARALLEL -TO 5 -ITL -C --ER. <br />Ii r Z I <br />-, <br />1GEEPEE tlPTL � O <br />E srJ�r ETC_ - <br />1� DCU_LEC iti��E � U <br />KE�PE L' BA2 <br />x A5A.Z50 F,�I}SH—� ROCKER 6 'A' <br />BEAR/NG TYPE 'A' <br />-7 R£QD. <br />TOP It 'C' <br />4 <br />_Ili <br />M�I➢ _IV <br />KEE7E2 3H2 � 0 <br />�. STTtJ NCiEf <br />v <br />i yS�� �.CILLED rlCllt <br />�I <br />LUBRICATED KF Epc�. : Gr= <br />BRONZE t§� 4 jai ` -�— �r <br />I <br />x A�zs FII,- ROCKER It 'C - <br />BEA RNG <br />CBEAR.ENG rYPE `C <br />� RE�C. <br />MASONRY It 'A' <br />YO. <br />T. JaINT -POUR <br />. A30VE THIS <br />AFTCSt. SVPEA. <br />. IS IN pL pCE. <br />5" <br />In <br />L <br />G � �' _ .+,i STA' m � '(♦' <br />(: OiYlb m N <br />;( A.SA. zs-- <br />C <br />ROCKER P—'B' MASONRY It'B' <br />BEARING TYPE `B ` <br />7 REQ D. <br />BEARING NOTES <br />• ALL STRLICTUILAL STEEL BEARING PLATES SHAH SE FLAT RGLI.EC� STlEL <br />RATES IJITH ALL SURFACES SMOO-TM IL FSLEE FRAM WATLP t ALL EOCES <br />SMOOT H, S1ZkIGKT, t VERT\CAL. <br />ALL PLRT[. CUTS SHALL aE KpC�6NE FLAKE CUTS OR MA4Ld1INE CUSS. <br />• PINTLES SKALL BE MACHINED TO A DRw INf3 FIT. CHAMFESL TOP CF <br />PINT Le Ye". <br />• WBCIGATE "TOP 5VI7FPCES oN LY OF BSlDN 2E PLATES. <br />• ANCHOR P.OLTS TO SSE IV4.I-4°LONG L)ITH•� HIN. PSID.1EGTlON AttOVC <br />_ TOP OF cl NCI E1 E. PADV toe ONE 04 STANDARD UTLC)L KT <br />\ilASHER fy ONE HEX NUS PER DOLT. TNTLEAD [SACK 3': <br />• ALL SURFACES MARKED x SHALL BE MACHINE FINISHED. <br />• ALL MATERIAL EXCEPT ANCHOR 8OLT5, NUTS, AND WASHERS SHALL BE MADE <br />OF CORT -N. MA YARI R OR OTHER STEEL OF EQUAL CORROSIVE RESISTANCE, <br />7F BRG. A = 3.t THE NFEPER BARS AND PINTLES MAY SE MADE OF COPPER BEARING STEEL <br />BRG'5 = 3 OR STEEL CONFORMING FO ASTM A441. THE TOP 4/2• OF ANCHOR BOLTS, <br />BRC.. C c 44 WASHERS AND NUTS SHALL BE GALVANIZED. <br />• ALL MATERIAL IN 3EAR/NG5 EXCLUDING BRONZE PLATES SHALL BE P,90 <br />Fop Ar THE UNIT PRICE BID FOR STRUCTURAL LOW ALLOY STEEL. <br />��,• STATE HIGHWAY COMMISSION OF WISCONSII <br />LONG. SECTION a BEARINGS <br />- AASHO X61 820.916 "�" 1963 <br />-.7-5-63 -^- FAM. - DB - <br />STRU( TURC B — 13 204 SHEET 4 OF 12 <br />2 <br />u^` <br />4 <br />M <br />M _ <br />g i <br />— <br />d ro <br />z o <br />� 6 <br />41 z 2 <br />a" <br />—� <br />v: <br />a <br />a <br />MASONRY <br />IL 'C' <br />YO. <br />T. JaINT -POUR <br />. A30VE THIS <br />AFTCSt. SVPEA. <br />. IS IN pL pCE. <br />5" <br />In <br />L <br />G � �' _ .+,i STA' m � '(♦' <br />(: OiYlb m N <br />;( A.SA. zs-- <br />C <br />ROCKER P—'B' MASONRY It'B' <br />BEARING TYPE `B ` <br />7 REQ D. <br />BEARING NOTES <br />• ALL STRLICTUILAL STEEL BEARING PLATES SHAH SE FLAT RGLI.EC� STlEL <br />RATES IJITH ALL SURFACES SMOO-TM IL FSLEE FRAM WATLP t ALL EOCES <br />SMOOT H, S1ZkIGKT, t VERT\CAL. <br />ALL PLRT[. CUTS SHALL aE KpC�6NE FLAKE CUTS OR MA4Ld1INE CUSS. <br />• PINTLES SKALL BE MACHINED TO A DRw INf3 FIT. CHAMFESL TOP CF <br />PINT Le Ye". <br />• WBCIGATE "TOP 5VI7FPCES oN LY OF BSlDN 2E PLATES. <br />• ANCHOR P.OLTS TO SSE IV4.I-4°LONG L)ITH•� HIN. PSID.1EGTlON AttOVC <br />_ TOP OF cl NCI E1 E. PADV toe ONE 04 STANDARD UTLC)L KT <br />\ilASHER fy ONE HEX NUS PER DOLT. TNTLEAD [SACK 3': <br />• ALL SURFACES MARKED x SHALL BE MACHINE FINISHED. <br />• ALL MATERIAL EXCEPT ANCHOR 8OLT5, NUTS, AND WASHERS SHALL BE MADE <br />OF CORT -N. MA YARI R OR OTHER STEEL OF EQUAL CORROSIVE RESISTANCE, <br />7F BRG. A = 3.t THE NFEPER BARS AND PINTLES MAY SE MADE OF COPPER BEARING STEEL <br />BRG'5 = 3 OR STEEL CONFORMING FO ASTM A441. THE TOP 4/2• OF ANCHOR BOLTS, <br />BRC.. C c 44 WASHERS AND NUTS SHALL BE GALVANIZED. <br />• ALL MATERIAL IN 3EAR/NG5 EXCLUDING BRONZE PLATES SHALL BE P,90 <br />Fop Ar THE UNIT PRICE BID FOR STRUCTURAL LOW ALLOY STEEL. <br />��,• STATE HIGHWAY COMMISSION OF WISCONSII <br />LONG. SECTION a BEARINGS <br />- AASHO X61 820.916 "�" 1963 <br />-.7-5-63 -^- FAM. - DB - <br />STRU( TURC B — 13 204 SHEET 4 OF 12 <br />