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ki 4 Min I!B" %'11 ��r Joint $!al DOWEL BAR DIMENSIONS- . For 6"P.C. PAV'T=1"0X1 Saw cut Alternate Ta • 9" = I J40)( IB" I I Groove formed by pe vent inseri. • 10" - 1114.0X18" DOWEL BAR SPACIhG- Horizonral $paoinq of dowel bars to be — �C onarruction DOWEL BAR SPACING- DOWEL BAR SPACING - 12"C:6 and 6" Irom each edge o1 pavement. Joint Horizontal srciruy of dowel bars to be Horizontal spacing of dowel ban to be Seat -t --4 Min M. I/a" 12'CC and 6 -tram each edge of povervan EL" C:C and Er from each edge of pavemene, ALTERNATE TYPE JOINT Ma 3/8Ir I I _Join) SealPavement Surface wcuY. Cvoove /r = i- v .e I/4 izdiyc - . - - j o- _ p 1 < , Swath DowelT. Smooth Dare) n '"Red r ° Opiwrtaf - v n s- n h Bars painted and greased. a sV2,• Jointtrrecesson eyther' 1 4 a '-`y . -e e" - 'D - t eavy grease to prevent boM _ ' b' J 'with hBarrs Deaseoto greased .- o o - Sowcut Groove- v T - _ i? with concrete. Dowel aids stall be: -T -side of Construction Jome - heavy v . e _ - e - with concrete. Dowel ends shall be • v Thic tt . �'• sawed and free of all burrs or Pavement pia' - - ' Joa911 elation - 9 -1 Sewed an }r y r . r.. � fmin, ThiCkMsa .y ,v- _ trading edges. TNtknpss, Jomt pro4udinq edges f all burrs or o' I °-9 y. -t .t - 'I Dowel Slop _ Saw d end, ..-. __- -_ I" ' _ ended Saewred - - .I _ _ - .I ..-_ _ 'cab d Sowed . Smooth Dowel Bars pointed _ _ _ ° I _ f 9•_ ° {" 1� e z v .. ° P 3 - I 3' . > 3" I ° — - -0 - and greased with heavy grease - II'• - 10 '4. - b . . e -- —. — u - 4 - I V16 or -I 5/16' prevent bard with concrete. T . f �\ - T - r' - mirt Dium. 24 gee Metal Dowel I I ,Dowel ends shall be sawed 2 r III r .r - + ; .e - .FIRST _ - SECOND e - r Socket (Cap) closed on arm end, 4 .v. and free of oil burrs or pratfua .' Y . t a .POUR ?, 'P 2 -� ?DDR , ° - .� p.. r %�placaa(i as e� roepeof eath r .1 oper inq eas dgesY. - a. x. _ ' p~4��b a > . f " r v p r. pavement expansion a ?lAlh r.. p. V- Syb rode F✓ `\ - w Subaraffe i It lti,' II CONTRACTION JOINT i i 1 INSTALLING DEVICE FOR LOAD TRANSFER DOWELS FOR CONTRACTION 81 CONSTRUC- TION JOINTS Details shown hereon make provision for a minimum i ofstructural adequacy ono stability to satisfy I Standard Specifications requirements. Installing Device is required for one end only of the loadtransfer dowels for construction joints -on the end of the first pour of concrete, i r r ' - See above for Fabrication Details All contacts of V Legs with Horizontal Supporter Spacer Bar and with Horizontal Base Bar to be resistance welded. CONSTRUCTION JOINT INSTALLING DEVICE FOR LOAD TRANSFER DOWELS 81 EXPANSION JOINT ASSEMBLY Details shown hereon make provision fora minimum of structural adequacy and stability tolsatisfy Standard Specifications requirements. i I / Metal Dowel Cape (Sockets) placed on ane and of each - dowelforpavementexpansio>n. `- / Expansion joint filler shall be secured with J11cieni number of steel pins to pre - I, �clude any, horizontal move - ;f mens during the placing of concrete.ll• Legs All contacts of • with _:.. Hatiiz. Support Bar and with Base Bol to to res+stance welded. Holes in expansion joint material shall be _ cleanly punched al required locations. Dowel bars to fit snugly in pint material holes. 76—/Z -Joint Seal RECOMMENDED FOR APPROVAL' '- Na 00, Steel Wire Support Bar and Bose Bar-4•shorter than distance between "lludinal joints and pavement edge. Pavement Surface07,) V Legs, No 3 Steel Wire, one on each end of each dowel bar. ---�'•- Steel Installing pins, ofsufficient number,length and rwidity prevent movement of pini structure during construction DATE ,,/to } -,All Dowell Bars shall conform to the requirements for - reinforcement steel in the Standord Specifications. CONSTRUCTION JOINT INSTALLING DEVICE FOR LOAD TRANSFER DOWELS 81 EXPANSION JOINT ASSEMBLY Details shown hereon make provision fora minimum of structural adequacy and stability tolsatisfy Standard Specifications requirements. i I / Metal Dowel Cape (Sockets) placed on ane and of each - dowelforpavementexpansio>n. `- / Expansion joint filler shall be secured with J11cieni number of steel pins to pre - I, �clude any, horizontal move - ;f mens during the placing of concrete.ll• Legs All contacts of • with _:.. Hatiiz. Support Bar and with Base Bol to to res+stance welded. Holes in expansion joint material shall be _ cleanly punched al required locations. Dowel bars to fit snugly in pint material holes. 76—/Z -Joint Seal RECOMMENDED FOR APPROVAL' Pavement Surface07,) 4 Rod: ---�'•- T DATE ° Povement } . Thickness - .� e n. Swed jr STATE HIGHWAY ENGINEER n end PLATE NO. 4-4.5.10 ., Pre -formed Expansion Joint. n .a Ctrk,salftxpanding Cork or - e. v Bituminous Fiber Type. Subprode EXPANSION JOINT GENERAL NOTES - Details ofconstruction rot shown on this drawing shalt conform to the per. tinent requirements of the Standard Specifications and the appli- cable Special Provisions. ALTERNATE DESIGNS— Alternate designs or methods for'mstoNng load transfer dowels for Con- Iraction, Construction and Expansion Joints and appurhmonces other than (down hereon may be used upon written approval of the Engineer. CONTRACTION JOINTS- Contractian Joints shall be installed ai 60• (±2') spacing from adjacent Transverse joints, except that lesser spacings ranging to a minimum of 40� shall be used: f) at locations or spacing indicated on the plans - 21 os extensions oftransverse joints or cracks in abutting pavement lanes 3) of locations designated by the Engineer where there are manholes or other fixtures in the povemeni. CONSTRUCTION JOINTS- Cor.sfrucrion joints shot) be installed as necessary, within the limitation set forth in the Standard Specifications. EXPANSION JOINTS- Exoansion joints are required only of structure approaches and/or where shown on the plans. SEALING - JOINTS - Joints to be sealed as shown, Y No. 00 Steel Wire Support Bar and Base Bar-4"shorter. $bon distance between longitudinal joints and puiiement edge. mmj i Steel Installing Pins,of sufficient number, length and rigidity to prevent movement of 'joint structure during construction operations. j No, 3 Steel Wire •U"Legs,ons on each end of each dowel bar. I Bars' Spaced at 12" C:C and 6" from edge of slab (See Joint Details f-atiove.J All dowel bars shall conform to the requirements for reinfofcement sleet, "n the Standard Specifications. Expansion Joint Preformed Cork, Sslf-exponding Cork,or Bihimirous Fiber type. 1 Melol Channel Cap- See Std. Spec', i TRANSVERSE JOINTS CONCRETE PAVEMENT STATC HIGHWAY COMMISSION OF WISCONS/N RECOMMENDED FOR APPROVAL' T)!p ---�'•- DATE •• EH ER OF DESran APPROVED- PPROVED-DATE GATT, jr STATE HIGHWAY ENGINEER PLATE NO. 4-4.5.10