HVM Counter Terror Block Buyer's Guide

If you're specifying hostile vehicle mitigation for a public realm scheme, chances are you've already run into the HVM concrete block. The grey, chamfered, deceptively simple-looking unit that sits outside shopping centres, transport hubs, stadiums and civic squares up and down the country. This buyer's guide goes deep on the HVM concrete CT block: what it actually is, how it's manufactured, how PAS 68 testing works and what the resulting rating code means, how it's installed, how it physically stops a vehicle, how to maintain it, and the full range of variations available.

What are HVM Concrete CT Blocks?

A Counter Terror (CT) block, also called an HVM block, vehicle defence block, or PAS 68 concrete block, is a precast concrete unit engineered specifically to stop a vehicle that's being deliberately driven into a crowd or a building. It's a passive, non-operational form of hostile vehicle mitigation (HVM), which simply relies on mass, geometry and ground engagement to arrest a moving vehicle within a defined penetration distance.

CT blocks sit within the wider HVM product family alongside bollards, gates, planters and road blockers, but they occupy a specific niche: rapid, low-groundwork deployment where deep foundations aren't practical or where a scheme needs protection quickly.

PAS 68 Testing: How CT Blocks Earn Their Rating

PAS 68 is the British Standards Institution's Publicly Available Specification for the impact testing and classification of vehicle security barriers, the benchmark the UK HVM industry is built around. A product cannot legitimately claim HVM performance without having gone through this testing regime at an accredited facility.

How the test works:

A vehicle of a defined weight and category is driven directly at the barrier at a defined speed, and independent assessors record what happens to both the vehicle and the barrier. The key measurements are:

  • Penetration: how far the vehicle (or any debris from it) travels past the line of the barrier after impact. This matters enormously for site design, because it defines the minimum standoff distance you need between the barrier and whatever you're protecting.
  • Vehicle stop/no-stop: whether the vehicle was arrested, and whether it stayed upright or rolled.
  • Debris behaviour: how much of the barrier itself broke away and where it went, since flying concrete or steel debris is itself a hazard to the people the barrier is meant to protect.

Decoding a PAS 68 rating. You'll see ratings written as a code, for example:

V/7500/N2/48/90/6.6/0.0

Reading left to right, this tells you:

  1. Test method: V = vehicle impact test (as opposed to a pendulum test, used for smaller-scale products).
  2. Vehicle mass: 7500 = a 7.5-tonne test vehicle.
  3. Vehicle category: N2 = a rigid goods vehicle in the 3.5–12 tonne class, the reference category used for most CT block testing.
  4. Impact speed: 48 = 48kph, roughly 30mph. A separate 40mph (64kph) test is usually also published.
  5. Approach angle: 90 = a 90-degree, head-on impact, the most severe angle for this style of test.
  6. Penetration distance: the distance in metres the vehicle's front axle (or debris) travelled past the barrier line after impact.
  7. Debris throw distance:  the distance, in metres, that any dislodged barrier debris travelled.

So, a rating of V/7500/N2/48/90/6.6/0.0 tells a specifier: a 7.5-tonne rigid vehicle hit this barrier head-on at 30mph, was stopped within 6.6m of penetration, and zero debris was thrown. A separate 40mph rating for the same block will typically show greater penetration and some debris which is useful, because it lets you match the rated performance to the actual threat speed at your site rather than over- or under-specifying.

Single block vs multi-block testing. Manufacturers usually test both a single block in isolation and a run of staggered blocks (commonly three), because a continuous line of blocks behaves differently on impact to one block standing alone — the run shares load and constrains lateral movement, which is closer to how blocks are actually deployed on real schemes.

PAS 68:2005 vs PAS 68:2010 vs PAS 68:2013. The standard has been revised over time to tighten methodology and reporting. Products may carry legacy PAS 68:2005 or PAS 68:2010 certification alongside newer testing. When you're comparing quotes, always check which version of the standard a rating was achieved under, since methodology differences can affect how directly you can compare two products.

ISO 22343 and IWA 14. Alongside PAS 68, you'll also see products rated to ISO 22343 (the international standard that's steadily aligning and superseding PAS 68) and IWA 14 (an earlier international workshop agreement, still referenced by some specifiers). For UK public realm work, PAS 68 remains the standard most local authorities and security consultants specify against.

The Standard: PAS 68 Counter Terror Concrete Block 1500mm Shallow Mount

Within the Townscape CT range, the baseline tested unit is our classic BXC VED/0044. This is the 1490 x 990 x 600mm block that carries the primary PAS 68:2010 certification (30mph and 40mph single-block classifications, plus a PAS 68:2005 three-block staggered classification). This is the reference specification everything else in the range is validated against: the size, reinforcement layout and concrete specification that actually sat in front of the test vehicle.

Every variant below is built from that same tested core; what changes is the profile, length, corner detail, surface treatment or added feature layered on top.

The Full Range of HVM Concrete Block Variations

  • Standard square-edge block: the baseline unit in a square shape.
  • Chamfered block (15mm edge): the same core unit with a chamfered edge detail, reducing chip risk and softening the visual mass slightly versus a hard square edge.
  • Apex profile: a pitched, roof-like top rather than a flat one.
  • Stadium (rounded corner) variants: softened corner geometry for pedestrian-heavy areas, reducing injury risk from incidental contact and again improving the visual profile.
  • Extended length blocks: longer units (Townscape's range runs from the standard length out to 1990mm and 2490mm extended formats) that let you cover more linear metres of perimeter with fewer individual units.
  • Timber-topped seat CT blocks: timber slats fixed to the top of the tested unit, turning the barrier into usable street furniture. This is one of the cleverer moves in public realm HVM: the same mass and reinforcement that stops a vehicle also gives you a bench, with zero net loss of pedestrian space.
  • Integrated planter CT blocks: a planting trough cast into or fixed onto the block, softening the barrier with greenery and helping schemes meet green infrastructure or biodiversity net gain objectives without compromising the tested core.
  • Full cladding / timber-clad finish: a complete external cladding treatment (including hardwood cladding options) that visually disguises the concrete entirely, common where a scheme wants the security function to be effectively invisible.
  • Forklift pocket variants: blocks with cast-in forklift pockets for sites that need to move or reconfigure the barrier line without a crane, common on event-driven or temporary deployments.
  • Shallow mount and ultra-shallow mount formats: variants engineered to minimise groundworks even further, discussed in detail below.

Finishes across the range typically span Premier smooth and exposed aggregate precast options, so the same tested performance can be dressed to suit anything from a hard urban plaza to a softer civic garden setting.

How HVM Blocks Are Installed

This is where CT blocks earn their reputation as the fast, low-disruption route to HVM protection. The standard installation requires only a 100mm recess into the existing tarmac, concrete or paved surface, a fraction of the groundwork depth required for a fully-founded bollard scheme.

Why so shallow? The block’s protective performance comes from its own mass and geometry rather than deep foundation anchorage. Rather than being rigidly fixed below grade, the block relies on ground friction, its own weight, and (where used) the combined mass of a staggered run to resist being pushed or rolled by an impacting vehicle. This has multiple benefits:

·         No deep excavation, which means far less risk of clashing with buried utilities.

  • Faster programme, a run of blocks can typically be delivered and placed in a fraction of the time a bollard scheme with full foundations would need.
  • Lower disruption, shallower works mean less reinstatement, less noise, and shorter road/pavement closures.
  • Reversibility, because blocks aren't cast into deep foundations, they can be lifted out, relocated or removed entirely if a scheme's security requirement changes, an event ends, or a site is redeveloped.

Installation sequence, typically:

  1. Survey and mark out the block line against the approved HVM layout and stand-off calculations.
  2. Excavate the shallow recess (around 100mm) and prepare a level, compacted sub-base.
  3. Position blocks using forklift or crane, following the tested staggered or continuous arrangement specified in the design (spacing and configuration matter as deviating from the tested layout can affect the validity of the rating in a real impact).
  4. Level and true up each unit.
  5. Reinstate surrounding paving/tarmac to the recess edge for a clean, integrated finish.

For sites needing even less groundwork, such as event perimeters, temporary security uplifts, or locations where even a 100mm recess isn't feasible, ultra-shallow mount variants exist, engineered specifically to reduce that groundworks requirement further while still carrying a validated PAS 68 rating for the tested arrangement.

How CT Blocks Actually Protect a Space

A CT block doesn't "absorb" a vehicle impact in the way a crumple zone does. It works primarily through mass and momentum transfer: a vehicle striking a multi-tonne concrete block has to overcome the block's inertia and the friction resisting its movement across the ground. In a staggered, multi-block line, impact energy is shared across several units rather than concentrated on one, which is why continuous or staggered runs consistently outperform isolated single blocks in testing.

This is also why standoff distance matters so much in the wider design. The PAS 68 rating tells you how far a vehicle (or debris) is likely to travel past the block line after impact. Your job as the specifier is to make sure that penetration distance falls within land you're able to keep clear, whether that's a planted buffer, a wider pavement, or a setback from a building line. A block rated to stop a 7.5-tonne vehicle at 30mph with 6.6m of penetration is only doing its job if there's at least 6.6m of clear space behind it before you reach the crowd or the building you're protecting.

Blocks also work as part of a layered security approach rather than in isolation. This is standard National Protective Security Authority (NPSA) guidance and increasingly a Martyn's Law consideration for premises within scope. HVM hardware like CT blocks provides the physical stop; it's typically paired with wider measures like sightlines, lighting, signage, stewarding and operational planning rather than relied on as a single point of failure.

Maintaining HVM Concrete Blocks

Precast concrete CT blocks are low-maintenance relative to powered HVM equipment (road blockers, rising bollards), but they aren't zero-maintenance if you want them to keep performing and looking right over their service life.

  • Visual inspection: periodic checks for cracking, spalling, chipped edges or exposed reinforcement, particularly after any vehicle contact (even low-speed knocks from delivery vehicles or car park traffic).
  • Surface cleaning: routine cleaning to manage staining, algae or graffiti, particularly on smooth Premier finishes where marks are more visible than on exposed aggregate.
  • Joint and reinstatement checks: inspecting the paving/tarmac reinstatement around the base of each block for settlement or gaps that could affect stability.
  • Timber and cladding elements:  seat tops, timber cladding and planters need their own maintenance regime (oiling/treating timber, checking planting irrigation) separate from the concrete core.
  • LED and integrated services: where lighting is embedded, electrical connections and fittings need standard periodic inspection in line with the relevant electrical safety regime.
  • Post-impact assessment: any block that has taken a significant impact should be assessed by a competent person before being relied on again; visible damage can compromise the tested performance even where the block still looks broadly intact.

Because CT blocks are precast concrete, they don't suffer the mechanical wear of moving HVM products (i.e., no hydraulics, motors or actuators to service) which is a large part of their appeal for local authorities managing tight revenue maintenance budgets across a public realm estate.

Choosing the Right CT Block: 7 Key Buying Considerations

1. Threat vehicle and speed

Match the rated test vehicle mass and speed to your site's actual risk assessment. A 30mph rating may be entirely sufficient for a pedestrianised town centre; a fast approach road adjacent to a venue may justify the 40mph classification.

2. Standoff and penetration

Check the published penetration distance against the actual clear space available on your site.

3. Layout and spacing

Confirm you can install blocks in the tested staggered/continuous configuration; performance in real testing doesn't automatically transfer to a different arrangement.

4. Groundworks constraints

Where utilities, existing hard landscaping, or programme timescales rule out deep foundations, the shallow mount format is usually the deciding factor in favour of CT blocks over bollards.

5. Streetscape integration

Decide early whether the scheme needs blocks to visually recede (timber cladding, planting, seating) or whether an overtly robust security aesthetic is acceptable or even desirable.

6. Compliance drivers

For premises within scope of Martyn's Law, or schemes referencing NPSA/ProtectUK guidance, make sure the specification and layout are documented against the relevant risk assessment, not just the product's PAS 68 certificate in isolation.

7. Procurement route

CT blocks are available via direct specification, manufacturer frameworks, or through security consultants/D&B contractors; confirm lead times early, since custom finishes (cladding, seating) extend manufacturing time versus stock square or chamfered units.

Frequently Asked Questions

What's the difference between a CT block and a PAS 68 bollard?

Both are PAS 68-tested HVM products, but they work differently. Bollards rely on a founded, fixed installation and typically need deeper groundworks; CT blocks rely on mass and shallow ground engagement, making them faster to install and easier to relocate, at the cost of a larger physical footprint per metre of protected perimeter.

Do HVM blocks need planning permission?
It depends on the scheme, location and whether the site is within a conservation area or has other planning constraints. This is worth checking with the relevant local planning authority early, particularly for permanent installations in sensitive settings.
Can CT blocks be used for temporary event security?
Yes, their shallow mount installation and forklift-pocket handling make them one of the more practical options for temporary or seasonal HVM deployment, since they can be installed, removed and reinstalled without the groundworks associated with permanent barrier systems.
How much does an HVM concrete block cost?
Costs vary significantly by variant. A standard block sits at the lower end, while extended lengths, timber-clad, seating, or planter variants cost more due to added materials and manufacturing time. Get a specification-matched quote rather than pricing from a generic per-block figure.
Do CT blocks work on soft or uneven ground?
Standard shallow mount blocks are designed for hard-surfaced areas (tarmac, concrete, paving). Sites with soft or uneven ground may need additional sub-base preparation or a different HVM product entirely, this should be confirmed with the manufacturer at design stage.