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chapter 3 rigid pavement - DOT On-Line Publications - Department ...

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.<br />

ST-ON. Proper construction techniques must be followed to<br />

ensure that the compression seals will perform as intended.<br />

Improper installation procedures are a primary cause of premature<br />

failures of these seals. Close attention must also be paid to<br />

the manufacturer's recommendations.<br />

The joint faces must be vertical, so that the seal does not work<br />

itself up and out of the joint. Any spalls at the joint should<br />

be patched prior to installation of the compression seal.<br />

(Spalls less than l/4-inch may remain; however, the seal should<br />

be recessed sufficiently to avoid the spalled area.)<br />

Irregularities in the joint width could reduce the pressure on<br />

the seal to the point that it would no longer remain in<br />

compression.<br />

It is recommended that the concrete surfaces at the joint be dry<br />

prior to installation of the compression seal. The joint should<br />

be air-blasted to remove any debris. Both the air temperature<br />

and the temperature of the <strong>pavement</strong> should be above freezing.<br />

Prior to installing the compression seal, a lubricant-adhesive<br />

should be applied to either the joint faces or the seal.<br />

material primarily serves as a lubricant to facilitate the This<br />

installation process. This material also cures to form a weak<br />

adhesive, which helps keep the seal at the proper height.<br />

However, it does not provide any tensile strength.<br />

The compression seal should be adequately recessed, so that it<br />

won't be damaged by traffic. The joint edge may be beveled to<br />

reduce spalling. A l/4-inch radius bevel or a l/b-inch straight<br />

bevel is sufficient. The compression seal should be recessed<br />

approximately l/a-inch below the bottom of the bevel. When the<br />

joint edge is not beveled, the seal should be recessed from<br />

l/a-inch to 3/8-inch beneath the top of the slab. The seal may<br />

be recessed up to l/a-inch if grinding of the concrete <strong>pavement</strong><br />

is anticipated in the future. While this additional depth should<br />

prevent the seal from being damaged by the grinding operation, it<br />

may allow incompressibles to accumulate and cause spalling.<br />

joint resenroir should be deep enough to allow the seal to be The<br />

compressed without extruding to an elevation where it will be<br />

exposed to traffic.<br />

Care should be taken to not stretch the seal during the<br />

installation process. A stretched seal will not perform as well<br />

or as long as a properly installed seal. The seal should also<br />

not be twisted, as intimate contact must be maintained between<br />

the seal and joint faces over the full length of the seal. Most<br />

compression seal manufacturers have developed installation<br />

equipment which do not stretch, twist or damage the seals. This<br />

type of equipment should be used.<br />

3.3.5

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