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2010 Construction and Material Specifications - Ohio Department of ...

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512.08<br />

Roughen the surfaces <strong>of</strong> the repaired areas to achieve uniform surface texture.<br />

Remove any injection epoxy runs or spills from concrete surfaces.<br />

Obtain two 4-inch (100 mm) diameter core samples in the first 100 linear feet<br />

(30 m) <strong>of</strong> crack repaired <strong>and</strong> one core for each 100 linear feet (30 m) thereafter.<br />

Take the core samples from locations determined by the Engineer <strong>and</strong> for the full<br />

crack depth. Cores will be visibly examined by the Engineer to determine the<br />

extent <strong>of</strong> epoxy penetration. Repair the core holes in the concrete with material<br />

specified in 705.21.<br />

512.08 Waterpro<strong>of</strong>ing<br />

General. Apply an even <strong>and</strong> uniform coating <strong>of</strong> asphalt materials using<br />

brushes, squeegees, or spray equipment.<br />

If using spray equipment, provide portable power pressure type spraying<br />

equipment capable <strong>of</strong> being moved to the location <strong>of</strong> the waterpro<strong>of</strong>ing operation.<br />

Protect concrete surfaces not covered with waterpro<strong>of</strong>ing from overspray,<br />

spilling, or otherwise marring <strong>of</strong> the surface with the asphalt materials.<br />

Ensure that the edge <strong>of</strong> any exposed application is sharply defined true to line<br />

with a uniform exposure.<br />

Preparation <strong>of</strong> Surface.<br />

Asphalt <strong>Material</strong>s. Remove concrete projections. Using wire brushes <strong>and</strong> clear<br />

water, remove dirt <strong>and</strong> the outside film <strong>of</strong> cement. Before applying asphalt<br />

materials, ensure that the concrete is clean <strong>and</strong> dry <strong>and</strong> the concrete temperature is<br />

at least 40 °F (4 °C).<br />

Membranes. Remove protrusions from the concrete. Sweep <strong>of</strong>f dirt <strong>and</strong> dust,<br />

<strong>and</strong> blow the concrete clean. Fill joints or cracks greater than 3/8 inch (10 mm)<br />

wide with portl<strong>and</strong> cement mortar. In addition to the above, remove oil <strong>and</strong> grease<br />

from surfaces for Type 3 membranes using water <strong>and</strong> a detergent designed to<br />

remove oil <strong>and</strong> grease from concrete. Flush residual detergent from the surface.<br />

Do not allow traffic on the cleaned surface.<br />

Primer Coat. Apply the primer coat at the rate <strong>of</strong> 0.10 to 0.15 gallon (0.50 to<br />

0.70 L) <strong>of</strong> asphalt material per square yard (square meter).<br />

For primer coats applied between June 1 <strong>and</strong> September 1, use asphalt primer<br />

for waterpro<strong>of</strong>ing or emulsified asphalt primer conforming to 512.02.<br />

For primer coats applied between September 1 <strong>and</strong> June 1, use asphalt primer<br />

for waterpro<strong>of</strong>ing conforming to 512.02.<br />

If practical, apply asphalt emulsion using spray equipment.<br />

If subjected to traffic, spread s<strong>and</strong> on the primer coat for protection. Broom <strong>of</strong>f<br />

excess s<strong>and</strong> before applying asphalt waterpro<strong>of</strong>ing.<br />

Type A Waterpro<strong>of</strong>ing. This type <strong>of</strong> waterpro<strong>of</strong>ing consists <strong>of</strong> one primer<br />

coat <strong>and</strong> at least two coats <strong>of</strong> asphalt material conforming to 702.06 to provide a<br />

total <strong>of</strong> at least 1 gallon (5 L) <strong>of</strong> asphalt per square yard (m 2 ) on flat areas <strong>and</strong> at<br />

least 1/2 gallon per square yard (3 L/m 2 ) on vertical or sloping surfaces. Start<br />

338

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