TM 5-822-5/AFM 88-7, Chap. 1
the project area. If the yield strength of the steel is
13-6. Design Details.
assumed to be 60,000 psi, the maximum allowable
Typical details for the design and construction of
spacing of the transverse contraction joints would
reinforced concrete pavements for military roads
be 49 feet for 0.10 percent longitudinal steel, and 97
and streets are shown in figures 13-3, 13-4, 13-5,
feet would be indicated as the maximum spacing for
and 13-6.
0.30 percent longitudinal steel. In the latter case,
the maximum permissible spacing of 75 feet would
be used.
13-6
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