A inflexible pavement is taken into account to be any pavement process that comprises as one aspect portland cement concrete, both non-reinforced or bolstered. This 1984 guide offers information for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This handbook is proscribed to military airfield pavement layout specifications for airplane in the course of a mobilization state of affairs.
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A inflexible pavement is taken into account to be any pavement method that comprises as one aspect portland cement concrete, both non-reinforced or bolstered. This 1984 guide presents tips for the layout of military airfield inflexible pavement at U. S. military mobilization installations. This handbook is restricted to military airfield pavement layout requisites for plane in the course of a mobilization state of affairs.
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Extra info for Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)
5' MIN NOTE: l. Top of joint sealant will be 1/4 inch plus or minus 1/16 inch below top of pavement. 2. Joint sealant may be pourable or preformed type (see para 2-3e). 3. Either one piece or threaded split type dowels may be used. TRANSVERSE I":! 1/16" DOWEL-SEE PARA 2-3o (5) SPACI~G . . : < . , . FOR SIZE AND 0 d DENOTES DOWEL DIAMETER • 0 • • .. () , • ... . . . , •• ONEXTRUDING JOINT FILLER U. S. Army Corps of Engineers FIGURE 3-6. -;.. • . ,: ' EM 1110-3-142 9 Apr 84 CHAPTER 4 JOINTED FIBROUS CONCRETE (JFC) PAVEMENT DESIGN 4-1.
REINFORCING STEEL IS NOT CARRIED THROUGH JOINT U. S. Army Corps of Engineers FIGURE 3-4. JOINT DOWEL-BOTH ENPS UNPAINTED AND NOT OILED-NOR GREASED SEE PARA .... 2·3a (e) . ~OR_ . u SPLIT TYPE DOWELS MAY BE USED NOTE: 1. NO. 5 OEF STE~L :tiE BARS 2'-6" LONG AND SPACED 2 -6 ON CE~TUS This detail will be used only when a transverse construction joint is required at a location other than a regularly scheduled transverse contraction joint. lus or minus 1/16 inch may be allowed for key dimensions and location.
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