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

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265<br />

451.18<br />

When zones <strong>of</strong> deficient thickness greater than 1/2 inch (13 mm) to 1 inch<br />

(25 mm) are allowed to remain in place, the Engineer will calculate two average<br />

thicknesses. A Project Average Thickness (PAT) including all cores not more than<br />

1/2 inch (13 mm) deficient. Cores that exceed the specified thickness by more<br />

than ½ inch (13 mm) will be considered as the specified thickness plus 1/2 inch<br />

(13 mm) when calculating the PAT. A second Deficient Zone Average (DZA) will<br />

include all cores with thickness deficiency greater than 1/2 inch (13 mm) to 1 inch<br />

(25 mm). The pavement represented by each <strong>of</strong> the two averages, PAT or DZA,<br />

will be calculated <strong>and</strong> paid separately.<br />

Determine <strong>and</strong> apply deductions to each separately placed width <strong>of</strong><br />

pavement.<br />

For any pavement areas removed <strong>and</strong> replaced, re-core those areas replaced<br />

following this section <strong>of</strong> the specifications. Include those core values into the<br />

calculations for average pavement thickness.<br />

Unless the Director requests, do not core any widening less than 5 feet (1.5<br />

m) in width or any pavement area less than 2000 square yards (1650 square<br />

meters).<br />

Fill all core holes with concrete <strong>of</strong> the same proportions <strong>and</strong> materials used<br />

in the pavement.<br />

B. Price Adjustments. Based on the pavement average thickness payment will<br />

be made as specified in Table 451.17-1.<br />

TABLE 451.17-1 CONCRETE PAVEMENT DEFICIENCY<br />

Deficiency in Thickness<br />

Proportional Part<br />

as Determined by Cores<br />

<strong>of</strong> Contract Price<br />

0.0 to .2 inch (0.0 to 5 mm) 100 percent<br />

0.3 to 0.5 inch (6 to 13 mm)<br />

0.6 to 1.0 inch (15 to 25 mm)*<br />

PAT<br />

Ratio<br />

PST<br />

DZA<br />

Ratio<br />

PST<br />

Greater than 1.0 inch (25 mm) Remove <strong>and</strong> replace<br />

* The District <strong>Construction</strong> Engineer will determine whether pavement areas from<br />

0.6 inch (15 mm) up to 1 inch (25 mm) deficient in thickness will be allowed to<br />

remain in place at the reduced price or must be removed <strong>and</strong> replaced.<br />

PAT = Project Average Thickness<br />

PST = Plan Specified Thickness<br />

DZA = Deficient Zone Average<br />

451.18 Method <strong>of</strong> Measurement. The <strong>Department</strong> will measure Reinforced<br />

Concrete Pavement by the number <strong>of</strong> square yards (square meters) completed <strong>and</strong><br />

accepted in place. The width equals the pavement width shown on the typical<br />

6<br />

6

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