Fill Dirt - Wikipedia

Earthy material used to fill in a hole

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Fill dirt (also called cleanfill, or just fill) is earthy material which is used to fill in a depression or hole in the ground or create mounds or otherwise artificially change the grade or elevation of real property.[1]

Fill dirt is usually subsoil (soil from beneath topsoil) and underlying soil parent material which has little soil organic matter or biological activity. Fill dirt is taken from a location where soil is being removed as a part of leveling an area for construction; it may also contain sand, rocks, and stones, as well as earth. Fill dirt should be as free of organic matter as possible since organic matter will decompose creating pockets of empty space within the fill which could result in settling. Uneven or excessive settling of the fill can result in damage to any structures built on the fill.

A common use of fill dirt is in highway maintenance to build up the shoulders of highways so that the ground on either side of the pavement is at the same level as the pavement itself and that the highway shoulders are sufficiently wide as to allow vehicles room to pull off of the highway if needed.

A second common use of fill dirt is to fill in a low-lying construction site to raise the level of the building foundation in order to reduce the chances of flooding. Several massive uses of fill dirt are with improvements to the Port of Seattle Sea-Tac Airport, the addition of a new runway to the Hartsfield–Jackson Atlanta International Airport in Atlanta, Georgia, and the Kansai International Airport off the coast of Osaka, Japan, a project involving the creation of a new man-made island of some five square kilometers.

Fill dirt is most often mined from commercial sand and gravel mines then imported to the project site, and must meet specifications for gradation outlined by the Project's Geotechnical Engineer. The logistics and availability of fill dirt material has become a growing concern for the commercial sand and gravel industry in recent years as the need for fill material has surged and the available resources in mines are depleted. This directly impacts the public and end-user as the cost of construction increases due to the logistical challenges of importing material from greater distances as materials grow more scarce.

In an effort to combat the costs and increasing logistical challenges related to dwindling sand and gravel stockpiles, some services are offering contractors and the public a way to exchange fill dirt materials in addition to locating operating sand and gravel mines. Internet based services allow consumers and contractors a way to locate free fill dirt by connecting them with another contractor or consumer in need of a dump site on a nearby project.

Fill dirt is also used for landscaping projects which involve the creation of ridges and earth structures for pools, waterfalls, and other water features as well as to break up a level area in order to provide more interesting textures to the landscape.

See also

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• Cut (earthworks)
• Cut and fill
• Embankment (transportation)

References

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1. ^ "Fill dirt" Industry Terms and Definitions, EMG Archived 2008-06-07 at the Wayback Machine, retrieved on 2008-11-12.

External links

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• Controversies over Redefining “Fill Material” Under the Clean Water Act Congressional Research Service
• "Advisory Legal opinion: Definition and disposal of dirt" Attorney General of Florida, March 19, 1982
• "Free Clean Fill dirt listing site. Connecting people with dirt.

Seattle Times

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v t e Geotechnical engineering
Offshore geotechnical engineering
Investigation andinstrumentation	Field (in situ) Core drill Cone penetration test Geo-electrical sounding Permeability test Load test Static Dynamic Statnamic Pore pressure measurement Piezometer Well Ram sounding Rock control drilling Rotary-pressure sounding Rotary weight sounding Sample series Screw plate test Deformation monitoring Inclinometer Settlement recordings Shear vane test Simple sounding Standard penetration test Total sounding Trial pit Visible bedrock Nuclear densometer test Exploration geophysics Crosshole sonic logging Pile integrity test Wave equation analysis Laboratory testing Soil classification Atterberg limits California bearing ratio Direct shear test Hydrometer Proctor compaction test R-value Sieve analysis Triaxial shear test Oedometer test Hydraulic conductivity tests Water content tests
Soil	Types Clay Silt Sand Gravel Peat Loam Loess Properties Hydraulic conductivity Water content Void ratio Bulk density Thixotropy Reynolds' dilatancy Angle of repose Friction angle Cohesion Porosity Permeability Specific storage Shear strength Sensitivity
Structures (Interaction)	Natural features Topography Vegetation Terrain Topsoil Water table Bedrock Subgrade Subsoil Earthworks Shoring structures Retaining walls Gabion Ground freezing Mechanically stabilized earth Pressure grouting Slurry wall Soil nailing Tieback Land development Landfill Excavation Trench Embankment Cut Causeway Terracing Cut-and-cover Cut and fill Fill dirt Grading Land reclamation Track bed Erosion control Earth structure Expanded clay aggregate Crushed stone Geosynthetics Geotextile Geomembrane Geosynthetic clay liner Cellular confinement Infiltration Foundations Shallow Deep
Mechanics	Forces Effective stress Pore water pressure Lateral earth pressure Overburden pressure Preconsolidation pressure Phenomenaand problems Permafrost Frost heaving Consolidation Compaction Earthquake Response spectrum Seismic hazard Shear wave Landslide analysis Stability analysis Mitigation Classification Sliding criterion Slab stabilisation Bearing capacity Stress distribution in soil
Numerical analysis software	SEEP2D STABL SVFlux SVSlope UTEXAS Plaxis
Related fields	Geology Geochemistry Petrology Earthquake engineering Geomorphology Soil science Hydrology Hydrogeology Biogeography Earth materials Archaeology Agricultural science Agrology

v t e Soil classification
World Reference Base for Soil Resources (1998–)	Acrisols Alisols Andosols Anthrosols Arenosols Calcisols Cambisols Chernozem Cryosols Durisols Ferralsols Fluvisols Gleysols Gypsisols Histosol Kastanozems Leptosols Lixisols Luvisols Nitisols Phaeozems Planosols Plinthosols Podzols Regosols Retisols Solonchaks Solonetz Stagnosol Technosols Umbrisols Vertisols
USDA soiltaxonomy	Alfisols Andisols Aridisols Entisols Gelisols Histosols Inceptisols Mollisols Oxisols Spodosols Ultisols Vertisols
Other systems	FAO soil classification (1974–1998) Unified Soil Classification System AASHTO Soil Classification System Référentiel pédologique (French classification system) Canadian system of soil classification Australian Soil Classification Polish Soil Classification 1938 USDA soil taxonomy List of U.S. state soils List of vineyard soil types PG-3 (Spanish classification system)
Non-systematic soil types	Sand Silt Clay Loam Topsoil Subsoil Soil crust Claypan Hardpan Gypcrust Caliche Parent material Pedosphere Laimosphere Rhizosphere Bulk soil Alkali soil Bay mud Blue goo Brickearth Brown earth Calcareous grassland Dark earth Dry quicksand Duplex soil Eluvium Expansive clay Fill dirt Fuller's earth Hydrophobic soil Loess Mud Muskeg Paleosol Peat Prime farmland Quicksand Serpentine soil Spodic soil Stagnogley Subaqueous soil Takir Terra preta Terra rossa Tropical peat Yedoma
Soil on bodies other than Earth	Lunar regolith Martian regolith
Types of soil

Authority control databases
National	United States Israel
Other	Yale LUX