ASTM D698 definition
Examples of ASTM D698 in a sentence
Optimum moisture and maximum dry density shall be as determined by ASTM D698.
Optimum moisture and maximum dry density shall be determined by ASTM D698.
One ▇▇▇▇▇▇▇ Test (ASTM D698 or ASTM D1557) for each source of fill used shall be made by laboratory.
ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)).
Perform one ▇▇▇▇▇▇▇ Test according to ASTM D698 or D1557 for each source of fill, as determined by Engineer, used on the project.
As soil conditions dictate, laboratory testing may include visual soil classification (ASTM D-2488), unconfined compression (ASTM D-2166), thin-walled tube density (ASTM D-2937), moisture content (ASTM D- ▇▇▇▇), ▇▇▇▇▇▇▇▇▇ limits (ASTM D-4318), Standard ▇▇▇▇▇▇▇ (ASTM D-698), one-dimensional consolidation/swell (ASTM D-2435), or mechanical sieve analyses (ASTM D-422).
Compact the embankment to a density of at least 98 percent of the maximum density as determined by ASTM D698 (Standard Procter).
ASTM D-698 & D-1557, Method C.....................................................................
Laboratory tests to be performed for the road reconstruction and utility replacement may include moisture content (ASTM D2216); Atterberg limits (ASTM D4318); minus No. 200 sieve analysis (ASTM D1140); unconsolidated undrained Triaxial (ASTM D2850), Standard ▇▇▇▇▇▇▇ (ASTM D698), California Bearing Ratio (ASTM D1883) and Optimum Lime Content (PI Method).
Backfilling – Place General fill in eight (8) inch loose layers and compact to at least ninety-five (95) percent of the material’s maximum dry density as determined by ASTM D698, Standard ▇▇▇▇▇▇▇.