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B. Mismatched joints. Steel reinforcement in the slabs is mandatory to prevent migration of cracks into adjacent pavements for the following two conditions of mismatched joints: (1) Where joint patterns of abutting pavement facilities do not match, a partial reinforcement of slabs may be necessary. In such a condition, the mismatch of joints can cause a crack to form in the adjacent pavement unless there is a sufficient width of bond-breaking medium installed in the joint. The determination relative to utilizing reinforcement at mismatched.
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. PAVEMENT THICKNESS GREATER THAN 12 INCHES U.
L---" I" - ~ ~ - 0 0 !!? :2 U. S. Army Corps of Engineers FIGURE 4-3. --~~ ........ - 400 L--- t--' ~ / ~ / ~ __.. 1--"' If) v V: - / ~ ~.. \; k k ~ v ..... 1--"' ~ v PSl)( t$"2 ~ r\ ..... f? z C/) lt)C/) X -_.... No :J: 1- oz -~ w 01~ Q. : u. s. :1 0 0 CD 0 0 "" Army Corps of Engineers FIGURE 4-1~. riBROUS CONCRETE PAVEMENT DESIGN CURVES FOR AIR FORCE LIGHT-LOAD PAVEMENTS 4-6 0 0 CD E:M 1110-3-142 9 Apr 84 'UI 'SS3N>t=>IHJ. :1 U. S. Army Corps of Engineers FIGURi 4-5. D EM 1110-3-142 9 Apr 84 "U!