Airfield Rigid Pavement - Mobilization Construction - by PDF

ISBN-10: 1601199120

ISBN-13: 9781601199126

A inflexible pavement is taken into account to be any pavement procedure that includes as one aspect portland cement concrete, both non-reinforced or bolstered. This 1984 handbook offers tips for the layout of military airfield inflexible pavement at U.S. military mobilization installations. This guide is restricted to military airfield pavement layout specifications for plane in the course of a mobilization scenario.

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

Example text

2. Joind sealant may be pourable or prieformed type (See para 2-3e). I 3. Ei their one piece or threaded spli tl type dowels may be used. TRANSVERSE 3/4"! 1/16" . , · ... · PREFORMED NONEXTRUDING JOINT FILLER U. S. Army Corps of Enginters FIGURE 2-11. •. •... · . ·, • .... -DIAM. --~ Note: If lanes greater than 20 feet wide are used, longitudinal contraction joints must be placed in the center of each lane. Tie bars will be used in outside longitudinal. contraction joints. PAVEMENT THICKNESS, 9 TO 12 INCHES DOWELS, KEYWAY OR THICKENED EDGE IN OUTSIDE LANES WHERE PAVEMENT EXTENSION IS FEASIBLE Note: If paving lanes greater than 25 feet are used, longitudinal contraction jnints must be placed in center of each lane.

U. S. Army Corps of Engineers FIGURE 3-S. CONSTRUCTION JOINTS FOR JRC PAVEMENTS 3-12 EM 1110-3-142 9 Apr 84 LONGITUDINAL REINFORCING STEEL IS NOT CARRIED THROUGH JOINT ~:! I l/l 6 " JOINT SEALANT (SEE NOTES I AND 2) I"! 1/16 11 •. o , ~·(}>·'· '. ·'. ·... '. '.... 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":!

4:... ··:· PREFOMEDL NONEXTRUpiNG JOINT FIL~ER I NOTES: I 1. below top of pavement. 2. Joind sealant may be pourable or prieformed type (See para 2-3e). I 3. Ei their one piece or threaded spli tl type dowels may be used. TRANSVERSE 3/4"! 1/16" . , · ... · PREFORMED NONEXTRUDING JOINT FILLER U. S. Army Corps of Enginters FIGURE 2-11. •. •... · . ·, • .... -DIAM. --~ Note: If lanes greater than 20 feet wide are used, longitudinal contraction joints must be placed in the center of each lane. Tie bars will be used in outside longitudinal.

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


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