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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 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 necessities for airplane 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)

Example text

C. Limitations to JRC pavement design procedure. The design procedure for JRC pavements presented herein has been developed from a limited amqunt of investigational and performance data. 05. 5 percent steel reinforcement in figure 3-1 regardless of the percent steel used. (3) The maximum width or length of JRC pavement slab will not exceed 100 feet regardless of the percent steel used or slab thickness. (4) 6 inches. The minimum thickness of JRC pavement or JRC overlay will be 3-3 EM 1110-3-142 9 Apr 84 3-3.

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. 51 TO 100 3/4 3/4 1/8 1/8 NO. e OEF STEEL BARS, 2' LONG. LEL TO THICKENED EDGE ~OTE: 2. Top c;f joint sealant will be l/4 inch plus or minus 1/16 inch below top of pavement. NOTE: 3. Joint sealant may be pourable or preformed type (See para 2-3e).

Army Corps of Engineers FIGURE 4-7. 05 13 .. ~ ~ ~~ 12 P:J~ 0 1::/q;. J II. 02 U. S. Army Corps of Engineers FIGURE 4-8.

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


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