Compaction Control Tests Sample Clauses

Compaction Control Tests. 1. Determination of in-place density and percent compaction of standard density shall be by: In-place Density and Moisture Content of Soil and Soil-aggregate by Nuclear Methods (Shallow Depth) per AASHTO T-310. The testing frequency for materials placed in a roadway section shall be 1 test per each 300 liner feet of roadway and 1 test per 10,000 square feet of general fill and embankment areas for each lift. 2. The applicable standard method will be determined according to the following table: <Less than <Less than or equal to >Greater than >Greater than or equal to <10% retained on No. 4 >10% retained on No. 4 and >30% retained on 3/4 in.(1) >30% retained on 3/4 in. and <10% retained on 3 in >30% retained on 3/4. Document equipment and compaction effort. >10% retained on 3 in. using 65 lb sample. Document equipment and compaction effort. (1) >10% retained on 3/4, use AASHTO T-224. (2) A gradation to verify “Too Granular to Test” will be performed at the same frequency, as a density test would have been performed.