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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 strengthened. This 1984 handbook offers counsel for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This guide is proscribed to military airfield pavement layout specifications for airplane in the course of a mobilization scenario.

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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.

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. JOINT SEALANT (SEE NOTES 2 AND 3 ~d MQ'rl: 4. cbeduled transverse contraction joint. S MAY BE USED w[TRANS. E I LONG. JTS 1/2" 1/16" REINFORCING STEEL NOTE: A tolerance of plus or minus l/J6 inch may be allowed for key dimensions and lccation.

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