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Joint Seal <br />DOWEL BAR DIMENSIONS - <br />For B" P. C PAY T = I•• 0 X IB" <br />•- 9- =IVdO%6" j 11/2• Sow tut Alternate Groove Type Joint <br />formed Dy approved insert. <br />• IG` •• `• =II/40X18•' j <br />DOWEL BAR SPACING -L 1� Construction DOWEL BAR SPACING <br />I1orizMti <br />tol spatia of dowel Dors to be i _Jotnt Horizontal spocmq of dowel bars 1D be <br />12'C C and 6' from cath edge of poverrent Jon! —. "mr, Min. I/4" 12 CC and 6 from seTh Th -; <br />dg. <br />igs of povemem <br />Seal -7- <br />ALTERNATE TYPE JOINT <br />Mo 3/8 , m <br />Joint Seo, Pavement Surface <br />J ` ` ♦ .. r CJI _'�.. r - C <br />Smooth Dove, <br />! - `7f a Bars pointed and grtoeed �2" <br />r'pwrc;`. _ ,• a with heavy grease to prevent band .s <br />SowaJ1 ,or, T '` i > with concrete. Dowel ends shall be. 'T <br />.. Pavement - . free of oh burrs or pro- o.T��u <br />o r r r e- - �•--Fmm. ThicklyBSs A trudmq edge s. \ e <br />F\ c \ t <br />r <br />D, <br />r -Sino^.-. Dowel bars Dam!ea 'S• u � � aI <br /><r are greases with neavy greasE <br />1 i % k prevent bona with concrete. T r v - 5 - !- FIRST T . <br />Dani ends she!!!! be free of ol POUR y 2 <br />< Duns Or protruding edges. <br />e <br />. <br />Subgrade� L' Subgrade .� <br />CONTRACTION JOINT <br />INSTALLING DEVICE FOR LOAD TRANSFER <br />DOWELS FOR CONTRACTION 8: CONSTRUC- <br />TION JOINTS <br />Detwis, snown hereon make provision for a minimum <br />of structurcl adequacy one s!apllity to sotlsfx <br />Stondoto Speaflcehons requirements. 34, <br />Instar+ng Device is required tot one eno onty <br />of fhe load transfer dowels for construction <br />joints -. on the eno of the first pour of concrete. <br />t , <br />--' See above for Fabrication Details <br />All contacts of V Legs with. <br />HorizontalSupport or Spoor <br />Bar and with Horizonto! Base <br />so, to be resistance welded <br />`� lib 00 Stet W rt Support Bar and Base Bin-4'shorter than <br />distance between. longitudinal pints and Devilment edge. <br />Legs, No. 3 Steel Wire. one on each one of each dowel bar <br />,Steel Installing pins,of sufficient number, length and rigidity <br />to prevent moverrent.of pint structure dunng construction <br />operohons. <br />/Ail Dowel! Bets shall conform tc ?he reculrements for <br />reinforcement steel in the Stondord Spe0 codons. <br />DOWEL BAR SPACING - <br />Horizontal spacing of dowel bare to be <br />12' C;C and Citron, each edge of pavement. Joint Seal <br />I/4 Ttodiys - r_ o- x. e. I• I. r i <br />t - - Smooth Dawe: Rod Rod T <br />.1 Joint recess may be 1 e. Bars pointed and greoeed 4 4 <br />constructed on either !' with heavy grease to prevent bond povemen! s D <br />side of Construction Joint s with concrete. Dowelends shall be y Tnlckness <br />Construction - T > lines of oil bum or protrudes <br />oini- Dowel Slop ing edges q• <br />B' v 3' �-1 1/6" or 1 5/16" r <br />Diam 24ga. Metol Dowel L e G <br />SECOND r Soaker (Cop) cloaca on one end, / <br />OU <br />. PR ` Y ' to be Piocea at one end of each r ' <br />/ , o v.}�'J Pre formed Exponsion <br />dowel as required for PMPLM <br />c povementexpansion 4 Cakse:!-ex<wticmgCorka <br />r 1 7 P ' r Bituminous Rber Type- C <br />Subgrode� <br />i! <br />17- � -lam 9 <br />Pavement Surface <br />o c <br />d t <br />CONSTRUCTION JOINT <br />EXPANSION JOINT <br />GENERAL NOTES- <br />Detoi!s of ConstrucW, hot shown on this drawing shall conform to the iser- <br />thhenr requirements of the slundord Specifications end the CPOI - <br />eable Spena: Prue co t <br />ALTERNATE DESiGNS- <br />A ie•nctE ces.vns c• me!noas for rrstotenq iooe Tronster dowels for Con- <br />iraCi�Op, CansTr,tcttoo aW Expans,or. JPint and appurtsnonce: other man showy <br />/ <br />/ <br />hereon moy be usec upon. wr, ltten appra'••ai of the Engtheer. <br />INSTALLING DEVICE FOR LOAD TRANSFER <br />I <br />CONTRACTION JOINTv- <br />DOWELS & EXPANSION JOINT <br />j <br />ConrroctlorJonn std DE Ins•oaea a! BG (=2't SPoanq <br />from oo.ecenr ire sre-sr i ­•s, except Incl lesser spacings ranging <br />ASSEMBLY <br />to c m mmum of 40 shall be used' <br />Details shown hereon make provision for a minimum <br />i <br />-` <br />12)at ioco!ioas or sooung indica!ea on the plans. <br />of structural adequacy and stability 'o satisfy <br />li <br />[') os extensions cf Transverse joints or cracks <br />Standard Specifications requirements. _ ,-/ <br />n cbuttmg pavement lanes <br />3) at ocahons aestgnoied by the Engineer where there are <br />"✓ <br />mcnholes or other fixtures in ine pavement. <br />j� <br />Expansion joint filler shall <br />CONSTRUCTION JOINTS - <br />be secured with sufficient <br />number of steel Pins to pre - <br />ams <br />Constriction tome shall be m5lolled as necessary, within the limitation <br />Metal Dowel Cops (Sockets) -' / <br />rcludeony horizontal more- <br />mens during the placing of <br />set forth in the Siontlortl SVec:f icctions. <br />paced on one and of Loch i H <br />\� <br />concrete. <br />EXPANSION JOINTS . <br />dowel for pavement expansion. // <br />Expansion pants are required only a! structure approaches and/or where <br />shown on the plans. <br />�\ <br />All contacts of 'U'Legs with <br />SEALING JOINTS - <br />ry <br />Horiz. Support Bar and with <br />Joints to be sealed as shown. <br />i <br />Bose Bar to be resistance <br />welded <br />in expansion joint material shall be <br />y punched at required locations. <br />bars to fit snugly in joint material <br />l.? <br />No. aSteel Wire Support Bop and Base Barishorter than <br />fon b <br />i 4• <br />distance between longitudinal pints and pavemeent cope. <br />/ Steel Installing Pins, of sufficient number. length and rigidity <br />to prevent movement of joint structure during construction <br />operations.. <br />:. <br />\ No.3 Steel Wirt 'U Legs, one an each and of each dowel bar. <br />\ o el Barr Spaced at 12" C'C and 6" from edge of slab (See Joint Details <br />\\ �f 0pmeA All dowel bars shall conform to the requirements for reinforcement <br />steel, in the Standard Specifications. <br />.Expansion Joint Preformed Cork,Self-expanding i,orlt,or Bituminous <br />Fiber type. <br />Metol channel Cap- Sea Std. Sac's <br />TRANSVERSE JOINTS <br />CONCRETE PAVEMENT <br />STAT£ H16HWAY COMMISSION OF W/SCCWS/N <br />RECOMMENDED DOR APPROVAL' <br />2-5-63 <br />DATE EN OF a -- <br />APPROVED, n <br />DATE STATE M16 AT ENSIMEER <br />PLATE NO. 4-4.5.9 <br />