BACKFILL CHECKLIST 2025

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Backfill shall be placed in uniform layers not to exceed 8 loose depth, and compacted to a minimum of 95 percent of Standard Maximum Density (ASTM D 698) at the proper moisture content specified in the Geotechnical report for this project.
Backfill inspection is required prior to placement of backfill materials, for inspection of placement and cover of required footing drain tile, wall waterproofing, drainage and insulation. Backfill materials shall be on the jobsite at the time of inspection.
Using an excavator, fill in twelve inches of mixed materials on the sides of the area. Compress the soil and stone after that. You must continue to backfill until the entire area is filled, repeating the process until all of it is completed. Fill the space in layers; each layer should be 15cm to 20cm thick.
Structural Backfill Material In general, well graded, granular material is used within the structural backfill zone (sometimes called the critical backfill zone). Appropriate granular materials are selected based on structure shape, live load, cover and other site conditions.
It involves placing the backfill material in layers, typically 4-6 inches thick, and then compacting each layer thoroughly before adding the next. This process is repeated until the desired grade level is achieved.
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Most backfilling methods will repeat these same four steps until the backfill reaches grade level: Dig your trench and remove any standing water from the construction site. Backfill in layers of four to six inches with your chosen material. Compact each layer with your chosen equipment before adding the next layer.
A construction site preparation checklist must be completed before any building work can begin, and is a tool used by site or project managers to make sure soil testing, groundwater testing and the identification of any hazardous materials is completed, to make sure the building site is safe for workers, secure, and

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