Airfield Rigid Pavement - Mobilization Construction - by PDF

ISBN-10: 1601199120

ISBN-13: 9781601199126

A inflexible pavement is taken into account to be any pavement process that comprises as one point portland cement concrete, both non-reinforced or bolstered. This 1984 guide presents suggestions for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This guide is restricted to military airfield pavement layout requisites for plane in the course of a mobilization scenario.

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Extra resources for Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)

Sample text

Odd-shaped slabs. It is often necessary in the design of pavement facilities to resort to odd-shaped slabs. Unless reinforced, these odd-shaped slabs often crack and eventually spall along the cracks, producing debris that is objectionable from operational and maintenance viewpoints. In addition, the cracks may migrate across joints into adjacent slabs. In general, a slab is considered to be odd-shaped if the longer dimension exceeds the shorter one by more than 25 percent or if the joint pattern does not result in essentially a square or rectangular slab.

The junctures are intended for critical traffic areas or in areas where slight deviations from the design grade are objectionable. Specifically, the junctures should be incorporated where rigid pavement joins flexible pavement at all transverse junctures in runway and taxiways. These special junctures will not be required between aprons or in junctures to blast pads, overruns, and stabilized shoulders. The buried rigid-slab-type juncture as detailed in figure 2-13 is provided for all pavement designs.

The thickness of JRC pavement can be less than the thickness of JC pavements. The design procedure presented herein yields the thickness of JRC pavement and the percentage of steel reinforcement S required to provide the same performance as a predetermined thickness of JC pavement contructed on the same foundation condition. The greatest use of reinforcement to reduce the required JC pavement thickness will probably be to provide a uniform thickness for the various traffic areas and to meet surface grade requirements.

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Airfield Rigid Pavement - Mobilization Construction - Engineering and Design (EM 1110-3-142)


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