AASHTO T 134

Abstract

These methods of test are intended for determining the relation between moisture content and density of soil-cement mixtures when compacted before cement hydration as prescribed. <br>A 944-cm³ (1/30-ft³) mold and a 2.5-kg (5.5-lb) rammer dropped from a height of 305 mm (12 in.) are used and two methods, depending on soil gradation, are covered, as follows: <br><em>&#8226; Method A</em>&#8212;Soil material passing a 4.75-mm (No. 4) sieve. This method shall be used when 100 percent of the soil sample passes the 4.75-mm (No. 4) sieve. <br><em>&#8226; Method B</em>&#8212;Soil material passing a 19.0-mm (³/₄-in.) sieve. This method shall be used when part of the soil sample is retained on the 4.75-mm (No. 4) sieve. <br>This test method applies to soil-cement mixtures that have 30 percent or less retained on the 19.0- mm (³/₄-in.) sieve, when Method B is used. The material retained on these sieves shall be defined as oversized particles (coarse particles). <br>The following applies to all specified limits in this standard: For the purposes of determining conformance with these specifications, an observed value or a calculated value shall be rounded off "to the nearest unit" in the last right-hand place of figures used in expressing the limiting value, in accordance with ASTM E 29.