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| Road Kerbs & Channels |
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Granite kerb - approx 250mm wide with only 65mm of check. Used on a residential feeder road with a wide grass verge |
Granite radius kerb - 125mm wide with 100mm of check. The flagging leaves something to be desired! |
Basalt kerb - approx 125mm wide with 100mm of check. Used in conjunction with a york stone footpath and a basalt sett channel. |
Pre-cast ConcretePre-cast concrete units are now the most popular choice for kerbing. Hydraulically-pressed kerbs are strong, durable, cheap and can be manufactured to strict tolerances (BS 7263). There are some special shapes, notably quadrants and some droppers, that are still manufactured from vibrated concrete, although this material isn't as strong as a pressed concrete.Standard kerbs have a pimpled finish and come in a fetching shade of concrete grey. More decorative (and therefore more expensive) kerbs are becoming popular on prestige and 'Heritage' schemes, with features such as exposed aggregates and textured finishes. |
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Kerbs usually 125x255 or 150x305 |
There are 4 basic profiles to the most common, pcc road kerbs used throughout Britain.
Traditionally, most straight kerbs are 915mm in length (a hangover from the pre-metric days), although some of the kerb-units developed to match block-paving are only 100mm or 200mm long. Radius kerbs, ie those designed to form curves of less than 10m radius, are shorter than the equivalent straight units and the most modern ranges, those complying with BS 7263: Part 3: 2001, are being manufactured as 780mm in length. |
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All kerbs, other than those with a square profile, have what is known as a 'watermark' or a 'waterline'. This is a line on the face above which surfacing (and therefore surface water) is not normally expected to extend. In many cases, the surfacing level is kept 25mm or more below the watermark.
The watermark is not a physical mark but generally coincides with a change in angle of the kerb face. |
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| The most commonly used pcc road kerbs are the half-battered profile. These provide an element of check sufficient to warn motorists that they are dangerously close to the edge of the carriageway, while the 'sloping back' profile enables road rollers to operate right up to the edge of the pavement without scratching or damaging the kerb face when the surfacing is laid. They are normally used where a footpath is provided adjacent to the carriageway. |
Half-battered kerbs |
Splayed kerbs |
Splayed profile kerbs are used in those situations where a vehicle may need to 'bump up' onto a verge in an emergency. For safety reasons, these are not used when a footpath is present. |
| Where a crossing is required, normally for access to a private driveway, access point or pedestrian crossing, a bull-nosed or chamfered kerb is used. While the bull-nose kerb shown opposite is a British Standard kerb, the chamfered unit (in violet) is NOT and can only be obtained via certain manufacturers. The consent of the Local Authority Highways Department is required to use non-BS kerbs on punlic highways. |
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| The pcc kerbs illustrated on this page are manufactured to prescribed sizes. The larger kerbs are approx. 125x255mm or 155x305mm, while the smaller units, are approx 125x155mm or 150x150mm. These smaller kerbs are typically used as 'crossing kerbs', on housing estate cul-de-sacs where no footpath is present, or in situations where a full-depth kerb would not be feasible, such as on a bridge deck.
Transition kerbs, or 'droppers' as they are sometimes called, are used to link two differing kerb profiles. These are most commonly seen on 'dropped crossings', as illustrated below. |
Kerbs usually 125x150 or 150x150 |
Special KerbsOther kerbs seen on the highways of the nation include.... |
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Side Offlet Kerbs, sometimes known as Weir Kerbs, for use with behind-kerb drainage systems. Not often used nowadays, but were quite popular 25 years ago. They often have a cast iron or steel grille or facing to keep the worst of the street litter out of the sewers. |
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High Containment Kerb, such as the Trief or Titan kerbs. These are used to prevent traffic leaving the carriageway and are often used to protect vulnerable footpaths or sensitive roadside equipment, such as fuel pumps at filling stations, pedestrian islands, dangerous curves, etc.
These are BIG kerbs, measuring around 450mm in height and weighing almost a quarter of a tonne. |
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Bus Stop kerbs - a relatively new development designed to ease access of passengers using public transport. The height of the kerb is variable to suit local buses and there imay be some tactile feature within the channel to help the bus driver align the vehicle correctly to minimise the gap between kerb and vehicle entramnce, without rubbing the tyres against the face of the kerb.
This type of kerb is expected to become more common as public transport systems in our towns and cities are expanded and enhanced with the increased usage of trams and other LRT systems over the coming years. |
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Beany Blocks - Combined kerb and Drainage systems. Marshalls manufacture this combined kerb and drainage unit named the Beany Block, after its inventor, Neil Beanland, formerly of West Yorkshire County Council Highway Engineering Department.
More information can be found on the Linear Drainage page. |
Textured and Decorative Kerbs |
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As mentioned earlier, this type of kerb is becoming increasingly popular on prestige projects and the burgeoning 'Heritage' Schemes that seem to be taking off in almost every town in the land.
There are several different types. Some are simply textured or exposed aggregate versions of the standard kerbs depicted above, while others are specially sized to offer better design possibilities, such as the 250mm wide units shown opposite. There is a good range of radius units, quadrants, droppers/transitions to complement the straight units, and they can be used to create steps or other decorative features within a hard-landscape. |
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Block Paving Kerbs |
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With the phenomenol growth in the use of block paving as a paving over the last decade or so, decorative small unit kerbs that complement the scale, textures and colour schemes of block paving have been developed. While some of these units are specifically developed for private driveways and the like, there are several units that are, in effect, short versions of the standard road kerb profiles, notably the half-battered, the bull-nosed and the chamfered forms.
Although these units are not normally used on main or arterial roads, they are popular on the cul-de-sacs and feeder roads of modern residential estates. |
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Where a curve or change in fall requires a joint to be left slightly open, it should be pointed with a 3:1 mortar, as described on the Mortars & Concretes page. The smaller, block paving kerb-units look tidier when pointed with a mortar of a complementary colour, with a 10-12mm joint between adjacent units. This is particularly true on slow curves where radius units are not used, but also on straight runs.
The block-paving kerb units are also very useful for constructing steps or terracing, as they provide a neat and tidy solution to forming vertical faces. |
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ChannelsChannel kerbs were once a common sight at the edge of many roads, especially on carriageways where stone kerbs were used. They provided a 'gutter' for the drainage of surface water and provided a spacer between the edge of the macadam or asphalt and the face of the kerb. As pcc kerbs gradually replaced stone kerbs, pcc channels were often used in conjunction with them, but nowadays, they are rarely specified, unless they are used to create 'summits and valleys' adjacent to a relatively flat kerb line. |
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However, the units originally used as channel blocks still have their uses. They are often laid as a restraining edge to those carriageways where no check is required, usually access roads where surface water is shed to each side of the carriageway, or pavements where some form of drain is placed just outside the edge of the hard pavement. The 150x150mm channel blocks are perennial favourites for laying flush in this manner. |
| There are other channel kerbs that are more usually laid away from the edge of a pavement as an aid to drainage. These include dished or fluted channels. They can be used within footpaths or within low-speed vehicular areas, such as car parks. A larger version of the flat-bottomed dished channels are sometimes used as a combined edge restraint and drainage channel on motorways or dual carriageways. |
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Fluted Channel in Footway |
Keychannel by Marshalls |
Dished Channel in Car Park |
Radius Kerbs and Channels |
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A 'bend' in a kerb line is more correctly known as a 'radius'. As is shown on the Aligning Kerbs page, all bends, curves and arcs are composed of one or more radiuses (or radii, if you prefer). While it is possible to create a radius by using straight kerbs, there are both road kerbs and block-paving kerb units that are specially shaped to create true, accurate curves, either internal (concave) or external (convex).
In the construction trade, a radius or arc is often described as 'fast' or 'slow'. A fast arc has a shorter radius than a slow arc, so, for example, a 3m radius is said to be faster than a 4.5m radius, which is, in turn, faster than a 6m radius. There is no threshold beyond which all arcs are fast or slow - fast and slow are comparative, subjective terms. A 4.5m arc is slower than a 3m arc, but is faster than a 6m arc. |
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In general, any curve or arc of less than 12m radius in a line of road kerbs should be constructed using the nearest equivalent radius kerb. For arcs of intermediate sizes, it may be necessary to 'skew' the nearest slower radius unit, creating slighty open joints at the face, which can then be pointed with a mortar. Using the next faster radius kerb may result in a 'pinched' alignment, which can look awry.
For example, if a kerb line of 11.3m radius is required, this could be constructed using 12 metre radius units, with each kerb 'skewed' slightly to achieve the required alignment. See the Aligning Kerbs page for more information.
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We are currently in a period of transition with regard to pre-cast concrete radius kerbs, as manufacturers re-tool to shift from BS 7263 Part 1: 1994 to BS 7263 Part 3: 2001. Consequently, there are two ranges of radius kerbs currently on the market.
The tables opposite gives the number of radius kerbs required to create a quarter-circle (90°) under both the old standard and the new. It may be 5 years or so before stocks and production of the older 1994 standard kerbs are exhausted, and the table is given purely for reference purposes. Under the old standard, most kerbs were 915mm in length although the faster radii units (1.2m radius or less) were only 610mm long. With the new standard, all units will be 780mm in length, which ensures a quarter-circle can be constructed using a whole number of kerbs. |
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The size of any radius can be determined by measuring the length of a chord subtended by the arc and then measuring a perpendicular to that chord at the centre. This is illustrated in the diagram below.
This is a handy equation often used on site to determine the size of an unknown radius that is to be kerbed, so that the correct size of radius kerbs can be used. |
| The size of a radius is ALWAYS measured to the face of the kerbline, whether the radius is internal or external. This applies to channel blocks as well as kerbs. In a situation such as that illustrated above, both the kerbs and the channel blocks are the same stated radial size. |
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The radial block paving kerb units are generally only used on curves of less than 2.0m radius, internal or external. The actual true radius of these units is generally somewhere in the range 0.5m to 1.0m, and may need to be alternated with standard blocks to acheive a sweet curve of radius greater than 1.0m |
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Quadrants and AnglesAs well as the straight and radius kerbs, the manufacturers also supply units with complementary profiles specifically to form right-angles. |
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| The drawing opposite illustrates the Internal and External angle units, and the Quadrant Block, sometimes known as a 'cheese'. The Quadrant Block can be cut with a power saw (and a lot of patience) to create angles of less than 90° |
Angle Units (internal and external), and Quadrant Block |
Orthogonal Quadrant |
Quadrant with radius |
Quadrants are manufactured to match the usual kerb profiles and it's easy to see why they are sometimes known as cheeses. They come is two sizes, 305mm or 455mm, with depth to suit the adjoining kerbs. Quadrants are kinder to vehicles tyres on busy car parks than external angles.
They can be used to connect orthogonal kerb lines, as shown on the far left, and to create curved planters by using radius kerbs, as shown near left. |
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Internal and external angles are available to suit the most popular kerb profiles and are extremely useful on modular layouts, such as car parks, as they provide a neat solution to the problem of tie-ing in two kerb lines, and avoid the frustration and hard work of cutting a mitred angle with a power saw.
However, for non-orthogonal angles, such as the 45° angle shown here, a sawn mitre is still the only solution. |
External Splayed Angle |
Mitred Splayed Angle |
Droppers and Transition Kerbs |
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Dropper kerbs are primarily used to reduce the amount of check on a kerb face to allow easy access for foot and vehicular traffic at access points, such as private driveway crossings or pedestrian crossings. They are manufactured as either a right-handed or a left handed dropper, when viewed from the carriageway.
The illustration opposite shows a right-handed dropper being used to reduce the amount of check between half-battered road kerbs and bull-nosed kerbs used as 'centre stones' for a crossing point. |
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Other uses for these kerbs is as transitions between differing kerb profiles. The transition can 'dropped', as already decribed, or 'ramped', where the amount of check above the paving surface is increased/decreased by changing the level of the surfacing.
The ramped arrangement is commonly seen as the 'speed hump' on modern housing estates at the entrance to cul-de-sacs where there is no footpath. The ramp is often constructed from a different material, usually block paving or granite setts to create a 'rumble strip' that alerts drivers to reduce their speed. |
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Some kerb types, especially the larger units such as the contianment kerbs or bust stop kerbs, use two separate kerbs to acheive the transition from one type of kerb to the other. The droppers/transitions used with block paving kerbs also usually come in two parts.
When transitions or droppers are used within a radius, they are often sawn in half and laid at a skew to achieve a sweeter curve. |
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ConstructionAll kerbs should be laid on a concrete bed of at least 100mm thickness, and haunched to thickness of at least 150mm. The method of laying is covered in detail on the Concrete Bedded Edgings page and on the Aligning Kerbs page. A full-sized pavior's mall is preferred for tapping the kerbs down to the correct level.It is usual to remove any concrete bedding from the front of the kerb, as this is said to prevent 'differential settlement' in subsequent paving. The joints are often not mortared, but are laid as tight to the preceding kerb as is possible, without risking spalling the units. |
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| It is usual to leave 100-125mm of 'check', or 'upstand', on the 250 or 300mm high units, and 25-40mm on the smaller, 150mm high units, although there is some variation amongst local highway authorities. As mentioned earlier, the surfacing level never exceeds the watermark of the kerb, and is usually kept 25mm or even more below it. This is sometimes done to accommodate future re-surfacing of the carriageway, so that, for example, the top 25mm of an asphalt pavement can be planed off, and then overlaid with 50mm of new material, without breaching the kerb watermark. |
Construction detail for typical kerb |
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Price GuideAll prices are 'supply and fix' and include VAT. Prices vary throughout the UK, so check with your local contractor. Price includes 30 linear metres of kerb unit as stated, 100mm concrete bed, 150mm concrete haunching and labour. No allowance has been made for any excavation work or cart away of spoil.
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Other Edgings Pages |