chapter 3 rigid pavement - DOT On-Line Publications - Department ...
chapter 3 rigid pavement - DOT On-Line Publications - Department ...
chapter 3 rigid pavement - DOT On-Line Publications - Department ...
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FHWA TECHNICAL ADVISORY T 5080.14<br />
June 5, 1990<br />
Attachments<br />
the design requirements. Longitudinal joints should be sawed<br />
as early as possible to prevent random cracking. This is<br />
especially .true in multi-lane construction. Sawing should not<br />
begin until the concrete is strong enough to prevent raveling.<br />
e. Asphalt concrete patches are not recommended as a temporary or<br />
a permanent repair technique because they break the continuity<br />
of the CRCP and provide no load transfer across the joint.<br />
Anthony R. Kane<br />
Associate Administrator for Engineering<br />
and Program Development<br />
3.6.12
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