| Light-duty, narrow-shaft screw | Relatively small shaft and helix; commonly supplied in shorter lengths for light structures. | Small garden structures, signs, and other low-load applications where the design permits screw foundations. | Generally more suitable for penetrable, reasonably consistent soil than for dense gravel, cobbles, or shallow bedrock. | Confirm compression, uplift, and lateral resistance separately. Do not select by shaft diameter alone. | Check coating type, coating thickness, cut-edge treatment, and suitability for the site’s soil and moisture conditions. | Verify the required embedment, connection detail, and whether the site has adequate access for installation equipment. |
| Medium-duty, standard-shaft screw | Intermediate shaft and helix sizes; available in multiple lengths and head or bracket configurations. | Decks, small outbuildings, walkways, and similar structures when supported by project-specific design. | Can suit many ordinary soil profiles, but actual performance depends on soil strength, layering, groundwater, and installation depth. | Request design resistance for the relevant load direction and the assumptions behind it; account for spacing and group effects. | Hot-dip galvanized steel is a common option for outdoor use; confirm the applicable specification and exposure suitability. | Compare verified load data, available lengths, head compatibility, and installation records for the proposed soil conditions. |
| Heavy-duty, larger-shaft screw | Larger shaft and/or helix, often with a more substantial head connection and installation torque requirement. | Heavier structures or higher design loads where a qualified designer confirms a screw foundation is appropriate. | May be considered for stronger soils, but dense or obstructed ground can require specialist assessment or a different foundation method. | Capacity must be established for the specific screw, soil, embedment, and installation procedure. Higher torque alone is not a universal capacity guarantee. | Specify protection for the expected service environment, including soil chemistry, persistent moisture, and any dissimilar-metal connections. | Check structural design data, installation torque limits, equipment capability, and whether proof or verification testing is required. |
| Long or extension-compatible screw | Longer shaft or a system using compatible extensions to reach the required bearing depth. | Sites where competent soil lies below a weaker surface layer, subject to engineering review. | Potentially useful where the near-surface profile is unsuitable, provided the screw can be installed to the specified layer and depth. | Depth does not automatically ensure adequate capacity; check shaft behavior, helix placement, connection strength, and design assumptions. | Ensure extensions and couplers have compatible corrosion protection and are suitable for burial. | Confirm extension-joint strength, total installed length, verticality tolerances, and access for installation and inspection. |
| Adjustable-head screw | Screw with a head or bracket that allows limited height adjustment or alignment after installation. | Projects needing accurate post-installation leveling, such as frames, platforms, or modular structures. | Site suitability still depends on soil conditions and the selected screw’s embedment; adjustability does not improve ground capacity. | Check the adjustment range, locking method, connection capacity, and resistance to movement under the project’s loads. | Inspect the head, fasteners, and adjustment components for appropriate outdoor and ground-adjacent protection. | Confirm that the adjustment mechanism is included in the structural design and remains accessible for installation and maintenance. |
| Specialist screw for difficult or obstructed ground | Purpose-selected geometry or installation method; configuration varies with the ground investigation and design. | Sites with unusual strata, dense gravel, fill, or other conditions that need specialist evaluation. | Not a general-purpose choice for rock, large cobbles, or unknown obstructions; a trial installation or alternative foundation may be necessary. | Use site-specific design values and installation verification. Stop or reassess if refusal, unexpected torque changes, or significant deviation occurs. | Choose protection based on measured or assessed ground corrosivity and the intended service life. | Arrange a ground assessment, define refusal criteria, and agree on installation and testing procedures before construction. |