Provide PDF Format
AASHTO T 134-05 (2013)
- Standard Method of Test for Moisture-Density Relations of Soil-Cement Mixtures
- standard by American Association of State and Highway Transportation Officials, 2005
- Publisher: AASHTO
$30.00$60.00
These methods of test are intended for determining the relation between the moisture content and density of soil-cement mixtures when compacted before cement hydration as prescribed.
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:
Method A - 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.
Method B - 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.
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).
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 R 11.
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:
Method A - 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.
Method B - 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.
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).
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 R 11.
Related Products
AASHTO T 209-05
Standard Method of Test for Theoretical Maximum Specific Gravity and Density of Hot-Mix Asphalt Pavi..
$60.00 $120.00
AASHTO T 281-06 (2010)
Standard Method of Test for Vitrified Clay Pipe (ASTM C 301-04)..
$25.00 $50.00
AASHTO T 337-09 (2014)
Standard Method of Test for Non-Instrumental Determination of Metallic Zinc in Zinc-Rich Primers..
$26.00 $52.00
AASHTO KBF-1
Transportation: Key to a Better Future, The Relationship of Transportation Investments to Economic G..
$10.00 $19.00