Engineered fill definition

Engineered fill means a designed placement of specified imported soil over existing native soils on an existing parcel with inadequate soil depth to meet the minimum two (2) to three (3) feet of soil depth required beneath a dispersal system, and a minimum of two (2) to three (3) feet of separation between the bottom of a dispersal system and a water table.
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Engineered fill means fill over twelve inches in depth placed in layers of soil, crushed stone, or masonry waste material, free of expansive soils and organic materials, compacted and tested according to accepted engineering practices to insureensure that it meets the required load bearing capacity and specified compaction standards as determined by laboratory tests of soil samples from the fill material.
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Engineered fill means soil that meets the criteria in Table 3 in $30014. “Escherichia coli” means a group of bacteria used as an indicator of fecal pollution. “ETI” see “Evapotranspiration and infiltration bed.”
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Examples of Engineered fill in a sentence

  • Engineered fill beneath foundations shall be compacted to at least 95% relative compaction per ASTM D1557.

  • Engineered fill beneath and the upper two feet of sub-grade for pavement structural sections should be compacted to at least 95 percent relative compaction as per ASTM D1557.

  • Engineered fill beneath slab-on-grade, pavements, walkways, and backfill along foundations and behind retaining walls should be compacted to at least 90 percent relative compaction.

  • Engineered fill" is soil or aggregate materials derived from on-property or off-property locations which has been placed on the property to meet specific engineering requirements for the construction of buildings, utility lines, roadway sub-grade, or other structures.

  • Engineered fill compacted to 100% SPMDD will settle under its own weight approximately 0.5% of the fill height and the structural engineer must be aware of this settlement.

  • Engineered fill in the Building Envelope shall be certified by the Project Engineer.

  • Engineered fill beneath slab- on-grade, pavements, walkways, and backfill along foundations and behind retaining walls should be compacted to at least 90 percent relative compaction.

  • Engineered fill should not be placed (where it will support footings) during the winter months.

  • Engineered fill should be tested for moisture content and compaction during placement.

  • Engineered fill consisting of onsite or approved import materials should be compacted in horizontal lifts not exceeding 8 inches (loose thickness) and brought to final subgrade elevations.


More Definitions of Engineered fill

Engineered fill means soil fill, which is wetted or dried to near its optimum moisture content, placed in lifts of 12 inches or less and each lift compacted to a minimum percent compaction as specified by a geotechnical engineer.
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Related to Engineered fill

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