| 1. Deep-foundation fixed steel pipe | Structural steel pipe, commonly around 4–8 in (102–203 mm) in diameter; exposed height often about 30–48 in (760–1,220 mm). Foundation depth and pipe specification are site-specific. | Set into an engineered concrete foundation; remains in place. | Perimeter protection, building approaches, and vehicle-access control. | A suitable basis for a tested barrier design. M30/P1 or M50/P1 applies only if the complete installed configuration achieves that result in an applicable crash test. |
| 2. Concrete-filled fixed pipe | Hollow steel pipe filled with concrete; pipe diameter, wall, fill, and height vary by design. Common above-ground heights are approximately 30–48 in (760–1,220 mm). | Usually embedded in a concrete footing; the fill adds mass but does not by itself establish crash performance. | Parking-lot edges, storefronts, utilities, and pedestrian areas. | Do not infer an ASTM rating from concrete fill, pipe size, or appearance. A rating requires testing of the specified assembly and foundation. |
| 3. Shallow-mount fixed steel bollard | Steel post connected to a compact engineered foundation; visible height is commonly in the 30–48 in (760–1,220 mm) range. Foundation dimensions depend on the design and soil or pavement conditions. | Fixed in a shallower excavation than a conventional deep foundation; requires suitable substrate and installation details. | Sites with limited excavation depth, such as locations near underground services. | Shallow mounting does not automatically mean crash-rated. Check the tested foundation, anchors, substrate, and installation limits. |
| 4. Removable socket-mounted steel bollard | Steel post fits into a ground socket; common post sizes are selected for the access-control need and are not standardized crash dimensions. | Lifted out when access is needed; a cover or cap can protect the socket when the post is removed. | Occasional vehicle access, service routes, and shared-use spaces. | Most removable posts are access-control devices, not certified vehicle barriers. Accept a crash class only where the exact post, socket, foundation, and locking method were tested together. |
| 5. Manual retractable steel bollard | Telescoping steel post that lowers into a below-ground housing; dimensions vary by product and required clear opening. | Raised and lowered by an operator, typically using a lock or manual mechanism. | Low-frequency access points where powered equipment is unnecessary. | A retractable post is not inherently crash-rated. Any claimed rating must cover the raised position and the complete installed system. |
| 6. Automatic retractable steel bollard | Steel post in a powered below-ground housing; post diameter, travel, and housing vary by system. | Raised and lowered by an electric, hydraulic, or other powered mechanism; requires controls and suitable site services. | Controlled vehicle entrances with frequent, managed access. | Check whether testing covers the bollard in its raised position, the housing, foundation, and any operating components relevant to the tested configuration. |
| 7. Surface-mounted steel bollard | Steel post attached to a base plate; plate size, anchor pattern, and post dimensions vary by design. | Anchored to an existing slab or structural surface; the supporting concrete and anchors are critical. | Light-duty delineation or sites where below-ground excavation is not practical. | A bolted base plate alone does not demonstrate crash resistance. Verify the tested surface, concrete thickness, anchors, and installation instructions. |
| 8. Decorative steel bollard with structural core | Structural steel post or core with a decorative steel outer profile; overall shape and finish can vary. | Usually fixed into a foundation; decorative parts may be separate from the load-bearing element. | Civic spaces, campuses, streetscapes, and commercial entrances. | Decorative appearance does not indicate a crash class. Confirm that the tested configuration includes the core, outer components, foundation, and spacing. |
| 9. Modular or bolt-down steel barrier bollard | Steel posts and connected modules or base components; module lengths, post spacing, and anchoring details depend on the system. | Assembled and anchored on site; can provide a continuous or linked barrier layout. | Long frontage, loading areas, and access-control layouts needing repeatable spacing. | Only the tested module arrangement, end conditions, anchors, and installation should be treated as rated. Changes can affect performance. |
| 10. Flexible or energy-absorbing steel bollard | Steel post or steel-supported assembly designed to deflect or absorb some impact energy; geometry and movement vary by design. | Typically fixed to a foundation; some designs are intended to return toward their original position after minor impacts. | Parking areas, pedestrian routes, and locations with frequent low-speed contact. | Designed flexibility is not equivalent to an ASTM vehicle-barrier rating. Require a relevant crash-test result if vehicle-penetration performance is needed. |