A inflexible pavement is taken into account to be any pavement approach that includes as one point portland cement concrete, both non-reinforced or strengthened. This 1984 handbook offers suggestions for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This handbook is restricted to military airfield pavement layout standards for plane in the course of a mobilization scenario.
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Extra info for Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)
The large surface area to volume ratio of the steel fibers requires an increase in the paste necessary to insure that the fibers and aggregates are coated. To accomplish this, cement contents of 750 to 900 pounds per cubic yard of concrete are recommended. The cement 4-1 EM 1110-3-142 9 Apr 84 content may be all portland cement or a combination of portland cement and up to 25 percent fly ash or other pozzolans. e. Maximum size coarse aggregates should fall between 3/8 and 3/4 inch. The percent of coarse aggregate (of the total aggregate content) can vary between 25 and 60 percent.
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.
E 0/J . ll') ..... ,..... Cl) ::: H 0/J ""' "' Cl) " " " .......... " ::: § H ~ ' ~~ ~ ' ~0 0 ~ "' "' ~ '~ ~- ~ ~ : Cl) Cl) 0.. ) = ~1z Q w :::IE w ~ (I) ~ ~ - -~ .. :2 w .... ~,,'"""'~ ~ ..... : ..... ,__;;. 2 H 0/J "'~~~~ 0~ ~ ...... '..... ooo~ ~~ ~ r-..... '-... r-... ,1'- ~ ~ ~ ~ -,____ 2! c O¥l'\ ~ of~ ....... 0 (\) ~ 0: CD 1-- '---- f---:= "'' ..... ,. \9~~" q). ---' - ~ ~ l---" I" - ~ ~ - 0 0 !!? :2 U. S. Army Corps of Engineers FIGURE 4-3. --~~ ........ - 400 L--- t--' ~ / ~ / ~ __.. 1--"' If) v V: - / ~ ~..
Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)