Airfield Rigid Pavement - Mobilization Construction -

A inflexible pavement is taken into account to be any pavement process that includes as one aspect 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 proscribed to military airfield pavement layout requisites for airplane in the course of a mobilization state of affairs.

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Typical of such instances are: design of new pavements to the strength of existing pavement when the existing pavement does not meet the frost design requirements, and design of an inlay section of adequate strength pavement in the center portion of an existing runway when the existing pavement does not meet the frost design 3-6 ·• EM 1110-3-142 9 Apr 84 requirements. 15 percent steel. 15 percent steel will be placed in each of two directions (transverse and longitudinal) in the slab. The reinforcing steel is required primarily to control cracking that may develop because of differential heaving.

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3-6. Jointing. a. Requirements. Figures 3-4 through 3-6 present details of joints 1n JRC pavements. Joint requirements and types in JRC pavement will be the same as for the JC pavements except for the following: (1) All joints, with the exception of thickened-edge-type joints and transverse construction joints, falling at a point other than at a regularly scheduled transverse contraction joint, will be doweled. One end of the dowel will be painted and oiled or greased to permit movement at the joint.

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