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REPRODUCED AT GOVERNMENT EXPENSE <br />TABLE 1 <br />MATERIAL <br />TEST FOR <br />TEST METHOD <br />FREQUENCY <br />3. Asphaltic <br />Stabilometer Value <br />Ca. 304 <br />Note <br />(1) <br />Contrete <br />(Mix design) <br />Moisture Vapor Susceptibility <br />Ca. 307 <br />Note <br />(2) <br />Swell <br />Ca. 305 <br />Note <br />(2) <br />Residue Viscosity <br />Ca. 346E <br />Note <br />(1) <br />4. Asphaltic <br />Extraction Test <br />ASTM D2172 <br />Note <br />(5) <br />Concrete <br />and Gradation <br />(Method A) <br />(Laydown) <br />& Ca. 202 <br />5. Asphaltic <br />Smoothness <br />Section 39 <br />Note <br />(6) <br />Concrete <br />(Completed) <br />Thickness <br />As specified <br />Note <br />(7) <br />NOTES: (1) At least one complete set of tests before start of job. <br />(2) Test reports during last 12 months from a laboratory <br />acceptable at start of job. <br />(3) One for each different gradation with in-place density <br />requirements. <br />(4) One set of two tests for each 2,000 square yards of surface <br />area. <br />(5) One test for each 400 tons placed. <br />(6) Continuous inspection for compliance and one surface test <br />for each 1,000 square yards of surface area. <br />(7) one test for each 400 tons placed. <br />***END OF SECTION*** <br />12-88-3458 <br />02513-8 <br />